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HomeMy WebLinkAboutOleander-3-Garage-Truss-Shop-Drawings6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77730 - OLEANDER 3 CAR Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 55.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 79 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: N/A psf Site Information: Lot/Block: . Customer Info: Villadelta Homes Corp Project Name: Oleander 3 car Model: .. Subdivision: . Address: Unknown, . 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: November 18,2021 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 T26011655 A Date 11/18/212T26011656A111/18/213T26011657A211/18/214T26011658ATA11/18/215T26011659ATB11/18/216T26011660B11/18/217T26011661D11/18/218T26011662D111/18/219T26011663D211/18/2110T26011664D311/18/2111T26011665D411/18/2112T26011666D511/18/2113T26011667D611/18/2114T26011668D711/18/21 No.Seal#Truss Name 15 T26011669 D8 Date 11/18/2116T26011670D911/18/2117T26011671E11/18/2118T26011672E111/18/2119T26011673F11/18/2120T26011674F111/18/2121T26011675F211/18/2122T26011676G11/18/2123T26011677G111/18/2124T26011678G211/18/2125T26011679G311/18/2126T26011680G411/18/2127T26011681G511/18/2128T26011682G611/18/21 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: 77730 - OLEANDER 3 CAR 2 of 2 Site Information: Lot/Block: . Customer Info: Villadelta Homes Corp Project Name: Oleander 3 car Model: .. Subdivision: . Address: Unknown, . State: FLCity: St Lucie County No.Seal#Truss Name 29 T26011683 G7 Date 11/18/2130T26011684G811/18/2131T26011685G911/18/2132T26011686GR211/18/2133T26011687GRA11/18/2134T26011688GRB11/18/2135T26011689GRC11/18/2136T26011690GRD11/18/2137T26011691GRE11/18/2138T26011692GRF11/18/2139T26011693GRG11/18/2140T26011694GRH11/18/2141T26011695GRK11/18/2142T26011696GRL11/18/2143T26011697GRM11/18/2144T26011698GRP11/18/2145T26011699H11/18/2146T26011700J111/18/2147T26011701J211/18/2148T26011702J311/18/2149T26011703J511/18/2150T26011704JA311/18/2151T26011705JA511/18/2152T26011706JC311/18/2153T26011707JC511/18/2154T26011708K11/18/2155T26011709K111/18/2156T26011710K211/18/2157T26011711K311/18/2158T26011712K411/18/2159T26011713K511/18/2160T26011714K611/18/2161T26011715KJ311/18/2162T26011716KJ511/18/2163T26011717KJC511/18/2164T26011718MV211/18/2165T26011719MV411/18/2166T26011720MV611/18/2167T26011721MV811/18/2168T26011722MV1011/18/2169T26011723MV1211/18/2170T26011724MV1411/18/2171T26011725P11/18/2172T26011726P111/18/2173T26011727P211/18/2174T26011728P311/18/2175T26011729P411/18/2176T26011730V411/18/2177T26011731V811/18/2178T26011732VA11/18/2179T26011733VB11/18/21 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 77730 Truss A Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011655 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-9SAIt4eyvyYZasA8_OIaXcmHNQcBZQZ47?eUNyyIKfE Scale = 1:41.6 1 2 3 4 5 6 12 11 10 9 8 7 16 17 18 19 4x8 4x6 5x6 3x6 3x4 3x6 4x4 3x8 3x8 3x8 3x6 3x4 1-8-0 1-8-0 1-11-13 0-3-13 8-8-0 6-8-3 14-8-0 6-0-0 17-2-0 2-6-0 24-3-4 7-1-4 0-0-2 1-11-13 1-11-13 4-7-14 2-8-1 8-8-0 4-0-2 14-8-0 6-0-0 17-2-0 2-6-0 24-3-4 7-1-4 0-4-12-10-143-11-62-10-143-11-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.31 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.02 0.10 (loc) 8-9 9-11 7 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 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 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-1 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS. (size)7=Mechanical, 12=0-7-10 Max Horz 12=160(LC 12) Max Uplift 7=-530(LC 12), 12=-711(LC 12) Max Grav 7=1208(LC 1), 12=1446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/72, 2-3=-1841/995, 3-4=-1815/1135, 4-5=-1999/1190, 5-6=-2223/1271, 6-7=-1132/703 BOT CHORD 1-12=-90/320, 11-12=-216/373, 9-11=-937/1580, 8-9=-1300/2263 WEBS 3-9=-154/405, 4-9=-164/395, 5-9=-653/349, 5-8=-729/523, 6-8=-1298/2272, 2-12=-1370/1066, 2-11=-806/1320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 14-8-0, Exterior(2E) 14-8-0 to 17-2-0, Interior(1) 17-2-0 to 24-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=530, 12=711. 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. November 18,2021 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 77730 Truss A1 Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011656 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-dekg5QfafGgQB0lKY6pp4qIXequuIqeDMfO1wPyIKfD Scale = 1:41.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 4x5 4x4 4x4 3x4 6x8 3x4 3x6 3x4 4x6 3x4 3x4 3x4 6x8 2x3 1-8-0 1-8-0 1-11-13 0-3-13 10-8-0 8-8-3 12-8-0 2-0-0 15-2-0 2-6-0 24-3-4 9-1-4 0-0-2 5-7-14 5-7-14 10-8-0 5-0-2 12-8-0 2-0-0 15-2-0 2-6-0 19-8-10 4-6-10 24-3-4 4-6-10 0-4-13-8-144-9-63-8-144-9-65.00 12 Plate Offsets (X,Y)-- [13:0-2-12,0-1-8], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.47 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.30 0.04 0.08 (loc) 9-10 9-10 9 10-11 l/defl >999 >897 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. REACTIONS. (size)9=Mechanical, 14=0-7-10 Max Horz 14=212(LC 12) Max Uplift 9=-537(LC 12), 14=-704(LC 12) Max Grav 9=1208(LC 1), 14=1446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-412/24, 2-3=-284/47, 3-4=-1661/940, 4-5=-1455/951, 5-6=-1609/989, 6-7=-1890/1082 BOT CHORD 1-14=0/375, 12-14=-1007/1517, 11-12=-876/1455, 10-11=-1094/1903, 9-10=-759/1259 WEBS 4-12=-46/311, 5-11=-290/463, 6-11=-810/396, 6-10=-299/298, 7-10=-409/802, 7-9=-1560/957, 3-14=-1791/1287, 2-14=-261/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2E) 10-8-0 to 15-2-0, Interior(1) 15-2-0 to 24-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=537, 14=704. 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. November 18,2021 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 77730 Truss A2 Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011657 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-5qH2ImgCQapHpAKX6pK2d1rivDH21IRNbJ7bSryIKfC Scale = 1:41.4 1 2 3 4 5 6 7 13 12 11 10 9 8 17 18 19 20 21 4x5 4x4 3x6 3x4 3x6 3x4 4x4 4x8 3x4 4x4 4x4 5x6 2x3 1-8-0 1-8-0 1-11-13 0-3-13 7-6-15 5-7-2 13-2-0 5-7-2 18-8-10 5-6-10 24-3-4 5-6-10 0-0-2 6-1-14 6-1-14 11-8-0 5-6-2 13-2-0 1-6-0 18-8-10 5-6-10 24-3-4 5-6-10 0-4-14-6-145-2-64-6-145.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.29 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.03 0.07 (loc) 10-12 10-12 8 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 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 5-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 13=0-7-10 Max Horz 13=264(LC 12) Max Uplift 8=-548(LC 9), 13=-695(LC 12) Max Grav 8=1208(LC 1), 13=1446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/81, 3-4=-1749/959, 4-5=-1734/1024, 5-6=-1567/924, 6-7=-1229/704, 7-8=-1156/701 BOT CHORD 1-13=-26/309, 12-13=-1031/1583, 10-12=-831/1351, 9-10=-704/1229 WEBS 4-12=-154/344, 4-10=-369/822, 5-10=-884/534, 6-10=-281/432, 6-9=-847/589, 7-9=-883/1540, 3-13=-1871/1158, 2-13=-311/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-8-0, Exterior(2E) 11-8-0 to 13-2-0, Interior(1) 13-2-0 to 24-1-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=548, 13=695. 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. November 18,2021 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 77730 Truss ATA Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011658 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-a1rRW5gqBtx8RKvjgXrH9FNutda?mnMWpzt8_HyIKfB Scale = 1:41.2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 27 28 29 30 31 32 4x4 4x4 4x10 5x6 3x4 3x4 4x6 4x5 3x4 6x8 7x14 3x5 3x4 4x4 3x6 4x10 5x6 4x6 7x10 1-8-0 1-8-0 1-11-13 0-3-13 5-6-0 3-6-3 9-5-10 3-11-10 12-2-0 2-8-6 13-9-4 1-7-4 16-5-10 2-8-6 19-11-0 3-5-6 24-3-4 4-4-4 0-0-2 1-11-13 1-11-13 5-6-0 3-6-3 9-5-10 3-11-10 12-2-0 2-8-6 13-9-4 1-7-4 16-5-10 2-8-6 19-11-0 3-5-6 24-3-4 4-4-4 0-4-15-4-141-0-62-6-05-4-145.00 12 Plate Offsets (X,Y)-- [10:0-8-5,0-0-1], [13:0-7-0,0-3-8], [16:0-9-4,0-5-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.50 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.58 0.41 0.27 (loc) 15-16 15-16 10 15-16 l/defl >951 >461 n/a >978 L/d 360 240 n/a 240 PLATES MT20 Weight: 150 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 13-16: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 8-13,3-16: 2x4 SP M 30 SLIDER Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=Mechanical, 19=0-7-10 Max Horz 19=169(LC 11) Max Uplift 10=-426(LC 12), 19=-622(LC 12) Max Grav 10=1315(LC 1), 19=1555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/101, 2-3=-1899/618, 3-4=-5934/1821, 4-5=-3290/1023, 5-6=-3070/999, 6-7=-3297/1030, 7-8=-5495/1725, 8-10=-2019/770 BOT CHORD 1-19=-48/315, 18-19=-151/277, 4-16=-451/1839, 15-16=-1502/5399, 14-15=-699/3070, 13-14=-1410/5016, 7-13=-401/1443, 10-11=-604/1769 WEBS 16-18=-548/1829, 4-15=-2610/889, 5-15=-247/1018, 6-14=-266/1054, 7-14=-2199/835, 2-19=-1413/765, 3-18=-1487/558, 8-11=-1358/497, 11-13=-716/2082, 8-13=-832/3273, 3-16=-1045/3807, 2-18=-754/1781 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-2-0, Exterior(2E) 12-2-0 to 13-9-4, Exterior(2R) 13-9-4 to 18-0-3, Interior(1) 18-0-3 to 24-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the bottom chord, 13-0-0 from left end, supported at two points, 4-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=426, 19=622. 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. November 18,2021 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 77730 Truss ATB Truss Type ROOF SPECIAL Qty 4 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011659 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-WPzBwni5jVBsgd35nytlEgTFmRDZEgTpHHMF3AyIKf9 Scale = 1:40.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 24 25 26 27 28 29 3x4 5x8 4x10 5x6 3x4 3x4 3x4 3x4 3x6 4x4 6x8 5x6 5x6 4x6 8x10 8x10 1-8-0 1-8-0 1-11-13 0-3-13 5-6-0 3-6-3 9-5-10 3-11-10 16-5-10 7-0-0 19-11-0 3-5-6 24-3-4 4-4-4 1-11-13 1-11-13 5-6-0 3-6-3 9-5-10 3-11-10 12-11-10 3-6-0 16-5-10 3-6-0 19-11-0 3-5-6 24-3-4 4-4-4 0-4-15-8-141-0-62-6-05.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-0-2], [9:0-8-5,0-0-1], [12:0-3-12,0-5-4], [13:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.68 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.71 0.40 0.31 (loc) 12-13 12-13 9 12-13 l/defl >855 >378 n/a >861 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 4-14,6-11: 2x4 SP No.3, 12-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 5-13,5-12,7-12,3-13: 2x4 SP M 30 SLIDER Right 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=Mechanical, 16=0-7-10 Max Horz 16=180(LC 11) Max Uplift 9=-426(LC 12), 16=-622(LC 12) Max Grav 9=1315(LC 1), 16=1555(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/102, 2-3=-1900/697, 3-4=-5304/1848, 4-5=-5365/1933, 5-6=-5534/2010, 6-7=-5464/1952, 7-9=-2021/866 BOT CHORD 1-16=-49/304, 15-16=-163/271, 4-13=-310/285, 12-13=-750/2606, 6-12=-328/279, 9-10=-688/1772 WEBS 5-13=-959/2939, 5-12=-1082/3137, 2-16=-1417/830, 2-15=-836/1781, 3-15=-1458/607, 7-10=-1385/564, 10-12=-817/2151, 7-12=-930/3238, 13-15=-626/1879, 3-13=-990/3212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-11-10, Exterior(2R) 12-11-10 to 15-11-10, Interior(1) 15-11-10 to 24-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the bottom chord, 12-11-10 from left end, supported at two points, 4-0-0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=426, 16=622. 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. November 18,2021 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 77730 Truss B Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011660 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-_bXZ87jjUoJjIneILfO_nt?PZrg_zBMyWx5obcyIKf8 Scale = 1:37.8 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 22 23 4x8 5x6 3x4 3x6 3x4 3x6 4x4 4x8 3x4 3x6 3x4 1-8-0 1-8-0 1-11-13 0-3-13 8-8-0 6-8-3 13-11-4 5-3-4 20-7-7 6-8-3 20-11-4 0-3-13 22-7-4 1-8-0 0-0-2 1-11-13 1-11-13 8-8-0 6-8-3 13-11-4 5-3-4 20-7-7 6-8-3 22-7-4 1-11-13 22-7-6 0-0-2 0-4-13-11-60-4-13-11-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.22 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.10 0.01 0.04 (loc) 7-8 7-8 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-7-10, 7=0-7-10 Max Horz 11=-127(LC 10) Max Uplift 11=-633(LC 12), 7=-535(LC 12) Max Grav 11=1243(LC 1), 7=1243(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/66, 2-3=-1429/701, 3-4=-1202/729, 4-5=-1431/703, 5-6=-269/103 BOT CHORD 1-11=-86/311, 10-11=-116/406, 8-10=-478/1200, 7-8=-135/318, 6-7=-135/318 WEBS 2-11=-1174/918, 2-10=-596/940, 5-8=-598/939, 5-7=-1170/919 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 12-10-15, Interior(1) 12-10-15 to 13-11-4, Exterior(2R) 13-11-4 to 18-2-3, Interior(1) 18-2-3 to 22-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=633, 7=535. 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. November 18,2021 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 77730 Truss D Truss Type Flat Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011661 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-So5xLTkLF6RavxDUvNwDK5YVhEuaiZJ6kbrL72yIKf7 Scale = 1:58.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 7x8 3x4 4x6 3x4 7x8 6x8 3x8 3x4 3x8 3x4 3x4 3x4 3x4 3x8 4x6 6x8 6-11-11 6-11-11 13-9-10 6-9-15 20-7-8 6-9-15 27-5-7 6-9-15 34-5-2 6-11-11 6-11-11 6-11-11 13-9-10 6-9-15 20-7-8 6-9-15 27-5-7 6-9-15 34-5-2 6-11-11 3-11-6Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-3-0,Edge], [6:0-3-0,Edge], [7:0-3-8,0-1-8], [8:Edge,0-1-8], [9:Edge,0-4-12], [16:Edge,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.71 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.53 0.14 0.35 (loc) 12-13 12-13 9 12-13 l/defl >999 >777 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 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 3-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-10 oc bracing. WEBS 1 Row at midpt 4-15, 5-10 2 Rows at 1/3 pts 2-16, 7-9 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Uplift 16=-815(LC 12), 9=-815(LC 12) Max Grav 16=1877(LC 1), 9=1877(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-269/304, 2-4=-2983/2530, 4-5=-4395/3725, 5-7=-2984/2531, 8-9=-269/303 BOT CHORD 15-16=-2530/2983, 13-15=-3729/4400, 12-13=-3729/4400, 10-12=-3725/4395, 9-10=-2531/2984 WEBS 2-16=-3305/2796, 2-15=-561/870, 4-15=-1599/1354, 4-13=0/270, 5-12=-24/268, 5-10=-1593/1348, 7-10=-561/870, 7-9=-3307/2798 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 30-10-9, Corner(3) 30-10-9 to 34-3-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=815, 9=815. 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. November 18,2021 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 77730 Truss D1 Truss Type Flat Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011662 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-w_fKZpkz0QZRX5ngS4RSsI5hdeH_R1dFzFavfVyIKf6 Scale = 1:58.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 6x8 3x4 4x6 3x4 6x8 5x6 4x5 3x4 3x8 2x3 3x4 3x4 3x4 4x5 4x6 5x6 6-11-11 6-11-11 13-9-10 6-9-15 20-7-8 6-9-15 27-5-7 6-9-15 34-5-2 6-11-11 6-11-11 6-11-11 13-9-10 6-9-15 20-7-8 6-9-15 27-5-7 6-9-15 34-5-2 6-11-11 4-9-6Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.51 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.42 0.14 0.27 (loc) 12-13 12-13 9 12-13 l/defl >999 >977 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 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 3-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 1 Row at midpt 4-15, 5-10 2 Rows at 1/3 pts 2-16, 7-9 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Uplift 16=-815(LC 12), 9=-815(LC 12) Max Grav 16=1877(LC 1), 9=1877(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-265/299, 2-4=-2389/2027, 4-5=-3511/2975, 5-7=-2389/2027, 8-9=-265/299 BOT CHORD 15-16=-2027/2389, 13-15=-2975/3511, 12-13=-2975/3511, 10-12=-2975/3511, 9-10=-2027/2389 WEBS 2-16=-2816/2388, 2-15=-571/879, 4-15=-1343/1136, 4-13=0/268, 5-12=-23/268, 5-10=-1343/1135, 7-10=-571/879, 7-9=-2816/2388 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 30-10-9, Corner(3) 30-10-9 to 34-3-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=815, 9=815. 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. November 18,2021 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 77730 Truss D2 Truss Type Flat Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011663 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-OACim9lbnjhI9FMt0nyhPWdt62eFARxPCvKSCxyIKf5 Scale = 1:58.6 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 6x8 3x4 4x6 3x4 6x8 4x6 4x4 3x4 3x8 2x3 3x4 3x4 3x4 4x4 4x6 4x6 6-11-11 6-11-11 13-9-10 6-9-15 20-7-8 6-9-15 27-5-7 6-9-15 34-5-2 6-11-11 6-11-11 6-11-11 13-9-10 6-9-15 20-7-8 6-9-15 27-5-7 6-9-15 34-5-2 6-11-11 5-7-6Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.44 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.12 0.20 (loc) 12-13 12-13 9 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 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 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. WEBS 1 Row at midpt 2-16, 4-15, 5-10, 7-9 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Uplift 16=-815(LC 12), 9=-815(LC 12) Max Grav 16=1877(LC 1), 9=1877(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-263/297, 2-4=-2017/1711, 4-5=-2963/2511, 5-7=-2017/1711, 8-9=-263/297 BOT CHORD 15-16=-1711/2017, 13-15=-2511/2962, 12-13=-2511/2962, 10-12=-2511/2963, 9-10=-1711/2017 WEBS 2-16=-2522/2139, 2-15=-571/880, 4-15=-1199/1014, 4-13=0/268, 5-12=-23/268, 5-10=-1200/1014, 7-10=-571/880, 7-9=-2522/2139 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-6-9, Exterior(2) 3-6-9 to 30-10-9, Corner(3) 30-10-9 to 34-3-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=815, 9=815. 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. November 18,2021 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 77730 Truss D3 Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011664 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-tNm4_VmDY1p9nPx3aVTwxjAzoSyOvvfYQZ30kNyIKf4 Scale = 1:58.5 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 22 23 24 25 4x6 5x6 3x6 5x6 3x6 5x6 3x4 3x4 3x4 3x4 3x4 5x6 4x10 5x6 4x6 6-8-13 6-8-13 13-3-15 6-7-1 19-11-0 6-7-1 26-7-14 6-8-13 34-5-2 7-9-4 6-8-13 6-8-13 13-3-15 6-7-1 19-11-0 6-7-1 26-7-14 6-8-13 34-5-2 7-9-4 6-5-63-2-86-5-65.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-12], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.51 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.06 0.14 (loc) 11-12 11-12 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. WEBS 1 Row at midpt 1-15, 1-14, 2-14, 5-9, 7-8, 7-9 REACTIONS. (size)15=Mechanical, 8=0-3-8 Max Horz 15=-198(LC 12) Max Uplift 15=-842(LC 12), 8=-789(LC 12) Max Grav 15=2012(LC 18), 8=2003(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1882/952, 1-2=-1806/831, 2-3=-2694/1259, 3-5=-2778/1356, 5-6=-2025/1059, 6-7=-2280/1046, 7-8=-1877/937 BOT CHORD 12-14=-605/1822, 11-12=-1037/2673, 9-11=-1134/2746 WEBS 1-14=-1122/2441, 2-14=-1426/813, 2-12=-591/1215, 3-12=-644/442, 5-11=0/265, 5-9=-1096/407, 6-9=0/326, 7-9=-832/2014 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 26-7-14, Exterior(2R) 26-7-14 to 29-7-14, Interior(1) 29-7-14 to 34-3-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 100 lb uplift at joint(s) except (jt=lb) 15=842, 8=789. 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. November 18,2021 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 77730 Truss D4 Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011665 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:22 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-LZKSBqnrJLx0OZWF8C_9UxjGrrIfeLVhfDpZGpyIKf3 Scale = 1:57.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 6x8 3x6 4x8 4x6 3x5 3x5 6x8 3x6 6-2-13 6-2-13 12-3-15 6-1-1 18-5-0 6-1-1 24-7-14 6-2-13 34-5-2 9-9-4 6-2-13 6-2-13 12-3-15 6-1-1 18-5-0 6-1-1 24-7-14 6-2-13 29-4-12 4-8-14 34-5-2 5-0-6 7-3-63-2-87-3-65.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.58 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.47 0.09 0.10 (loc) 9-10 9-10 9 12-13 l/defl >999 >869 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. WEBS 1 Row at midpt 2-16, 3-15, 5-13, 7-9 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Horz 16=-248(LC 12) Max Uplift 16=-849(LC 12), 9=-777(LC 12) Max Grav 16=2014(LC 18), 9=2053(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1512/699, 3-5=-2323/1088, 5-6=-2525/1237, 6-7=-2331/1095 BOT CHORD 15-16=-421/1533, 13-15=-814/2300, 12-13=-963/2485, 10-12=-788/2050, 9-10=-730/1657 WEBS 2-16=-2278/1052, 2-15=-409/1203, 3-15=-1235/599, 3-13=-134/491, 5-13=-307/227, 5-12=-391/226, 6-12=-263/725, 7-10=-89/643, 7-9=-2277/1045 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 24-7-14, Exterior(2R) 24-7-14 to 27-7-14, Interior(1) 27-7-14 to 34-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=849, 9=777. 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. November 18,2021 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 77730 Truss D5 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011666 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-pluqOAnU4e3s0i5ShwVO18FO0FgJNpPrutY6oGyIKf2 Scale = 1:59.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 4x6 3x6 5x6 3x6 3x6 5x8 3x8 2x3 3x4 3x4 5x8 3x4 4x5 5x6 4x6 4x5 2-8-2 2-8-2 9-4-10 6-8-8 15-11-6 6-6-12 22-7-14 6-8-8 28-4-12 5-8-14 34-5-2 6-0-6 2-8-2 2-8-2 9-4-10 6-8-8 15-11-6 6-6-12 22-7-14 6-8-8 28-4-12 5-8-14 34-5-2 6-0-6 7-0-08-1-63-2-88-1-65.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [9:Edge,0-3-8], [11:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.42 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.07 0.10 (loc) 11-12 11-12 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 245 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 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-12 oc bracing. WEBS 1 Row at midpt 3-15, 5-11, 1-16 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Horz 16=-236(LC 12) Max Uplift 16=-849(LC 12), 9=-781(LC 12) Max Grav 16=1998(LC 19), 9=2022(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-734/373, 2-3=-656/392, 3-5=-2267/1154, 5-6=-2048/1091, 6-7=-2288/1104, 7-8=-2121/939, 1-16=-1979/981, 8-9=-1926/904 BOT CHORD 15-16=-117/251, 14-15=-595/1834, 12-14=-595/1834, 11-12=-822/2227, 10-11=-788/1879 WEBS 3-15=-1823/839, 3-14=0/376, 3-12=-374/707, 5-12=-373/327, 5-11=-504/147, 6-11=-82/398, 7-11=-26/338, 7-10=-742/429, 1-15=-842/1782, 8-10=-856/2047 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-8-2, Exterior(2R) 2-8-2 to 6-11-1, Interior(1) 6-11-1 to 22-7-14, Exterior(2R) 22-7-14 to 26-10-12, Interior(1) 26-10-12 to 34-3-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=849, 9=781. 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. November 18,2021 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 77730 Truss D6 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011667 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-HySDcWo6ryBjesgeFd1dZMoWcf?m6G7_7XIgLiyIKf1 Scale = 1:61.6 1 2 3 4 5 6 14 13 12 11 10 9 8 7 15 16 17 18 19 20 21 22 23 4x10 4x8 3x6 3x6 4x5 4x8 2x3 3x4 3x4 4x5 4x4 4x6 4x6 3x6 4-8-2 4-8-2 12-8-0 7-11-14 20-7-14 7-11-14 27-4-12 6-8-14 34-5-2 7-0-6 4-8-2 4-8-2 12-8-0 7-11-14 20-7-14 7-11-14 27-4-12 6-8-14 34-5-2 7-0-6 7-0-08-11-63-2-88-11-65.00 12 Plate Offsets (X,Y)-- [2:0-7-0,0-2-4], [4:0-5-4,0-2-0], [7:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.47 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.27 0.05 0.10 (loc) 10-11 10-11 7 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 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 4-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. WEBS 1 Row at midpt 2-13, 2-11, 3-11, 4-11, 5-10, 1-14, 1-13 REACTIONS. (size)14=Mechanical, 7=0-3-8 Max Horz 14=-236(LC 12) Max Uplift 14=-849(LC 12), 7=-781(LC 12) Max Grav 14=1992(LC 19), 7=2047(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1108/570, 2-3=-1932/1058, 3-4=-1932/1058, 4-5=-2253/1097, 5-6=-2283/996, 1-14=-1943/999, 6-7=-1937/909 BOT CHORD 11-13=-193/1035, 10-11=-706/1941, 8-10=-829/2016 WEBS 2-13=-1160/694, 2-11=-699/1483, 3-11=-832/526, 4-10=-64/382, 5-8=-634/393, 1-13=-791/1704, 6-8=-868/2120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-8-2, Exterior(2R) 4-8-2 to 8-11-1, Interior(1) 8-11-1 to 20-7-14, Exterior(2R) 20-7-14 to 24-10-12, Interior(1) 24-10-12 to 34-3-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=849, 7=781. 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. November 18,2021 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 77730 Truss D7 Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011668 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-l80bpspkcGJaF0FqpLYs6ZLeU3KwriF8LB1Dt8yIKf0 Scale = 1:66.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 4x8 4x8 4x6 4x6 3x6 4x4 4x8 2x3 3x4 3x4 4x5 4x6 5x6 4x5 4x6 6-8-2 6-8-2 12-8-0 5-11-14 18-7-14 5-11-14 26-10-0 8-2-2 34-5-2 7-7-2 6-8-2 6-8-2 12-8-0 5-11-14 18-7-14 5-11-14 26-10-0 8-2-2 34-5-2 7-7-2 36-6-4 2-1-2 7-0-09-9-63-2-89-9-65.00 12 Plate Offsets (X,Y)-- [2:0-5-8,0-2-4], [4:0-5-4,0-2-4], [5:0-3-0,Edge], [9:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.48 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.28 0.05 0.09 (loc) 10-12 10-12 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 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 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-3 oc bracing. WEBS 1 Row at midpt 2-15, 2-13, 3-13, 4-13, 6-12, 1-16, 1-15 REACTIONS. (size)16=Mechanical, 9=0-3-8 Max Horz 16=-475(LC 12) Max Uplift 16=-855(LC 12), 9=-969(LC 12) Max Grav 16=2012(LC 19), 9=2214(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1352/711, 2-3=-1713/1020, 3-4=-1713/1020, 4-6=-2140/1079, 6-7=-2361/1071, 1-16=-1878/1016, 7-9=-2106/1166 BOT CHORD 15-16=-311/480, 13-15=-276/1294, 12-13=-612/1875, 10-12=-792/2056 WEBS 2-15=-937/587, 2-13=-538/1115, 3-13=-592/361, 4-13=-307/151, 4-12=-128/504, 6-12=-335/289, 6-10=-563/358, 1-15=-761/1646, 7-10=-817/2123 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-8-2, Exterior(2R) 6-8-2 to 10-11-1, Interior(1) 10-11-1 to 18-7-14, Exterior(2R) 18-7-14 to 22-10-12, Interior(1) 22-10-12 to 36-6-4 zone; cantilever left exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=855, 9=969. 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. November 18,2021 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 77730 Truss D8 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011669 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-hX8LEYr_7tZIVKPDwmaKB_Q5Os?EJeVRpVWKy1yIKf_ Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 3x4 5x6 5x6 3x6 3x6 3x4 4x8 3x5 4x8 3x4 3x8 3x4 3x4 4x12 4x5 5x12 6x8 3x6 3x4 8-8-2 8-8-2 16-7-14 7-11-12 22-6-1 5-10-4 28-4-5 5-10-4 34-2-9 5-10-4 34-10-4 0-7-11 36-6-4 1-8-0 4-5-13 4-5-13 8-8-2 4-2-5 12-8-0 3-11-14 16-7-14 3-11-14 22-6-1 5-10-4 28-4-5 5-10-4 34-2-9 5-10-4 36-6-4 2-3-11 7-0-010-7-60-4-12-0-010-7-65.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.55 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.37 0.04 0.07 (loc) 18-19 18-19 11 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 279 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 9-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 2-19, 8-11, 4-18 REACTIONS. (size)11=0-7-10, 19=Mechanical Max Horz 19=-294(LC 12) Max Uplift 11=-893(LC 12), 19=-844(LC 12) Max Grav 11=2233(LC 18), 19=2002(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1459/831, 3-4=-1287/811, 4-5=-1673/1019, 5-6=-1892/1021, 6-8=-2233/1063, 9-10=-498/304 BOT CHORD 18-19=-115/1004, 16-18=-391/1569, 14-16=-667/1946, 13-14=-618/1764, 9-11=-524/441, 10-11=-237/474 WEBS 2-18=-295/975, 3-18=-87/281, 5-16=-106/341, 6-16=-588/363, 8-14=-66/348, 8-13=-490/281, 11-13=-698/1892, 2-19=-1893/950, 8-11=-1949/1088, 4-18=-783/434, 4-16=-162/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-8-2, Exterior(2R) 8-8-2 to 12-8-0, Interior(1) 12-8-0 to 16-7-14, Exterior(2R) 16-7-14 to 20-10-12, Interior(1) 20-10-12 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=893, 19=844. 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. November 18,2021 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 77730 Truss D9 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011670 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-9jhjSurcuBh96U_PUT5ZkCzCuGKl28Ta19GtTTyIKez Scale = 1:69.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 22 23 24 25 26 27 28 29 30 31 32 33 5x6 5x6 3x6 4x6 4x6 3x4 4x8 3x5 4x10 3x4 3x8 3x4 3x4 4x12 4x4 5x8 4x5 3x6 7-9-8 7-9-8 17-6-8 9-9-0 23-1-3 5-6-11 28-7-14 5-6-11 34-2-9 5-6-11 34-10-4 0-7-11 36-6-4 1-8-0 7-9-8 7-9-8 12-8-0 4-10-8 17-6-8 4-10-8 23-1-3 5-6-11 28-7-14 5-6-11 34-2-9 5-6-11 36-6-4 2-3-11 7-0-010-2-150-4-12-0-010-2-155.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-12], [4:0-3-0,0-2-4], [10:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.60 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.42 0.03 0.07 (loc) 15-17 15-17 10 15 l/defl >999 >962 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 8-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 1-18: 2x4 SP M 30, 8-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-17, 3-17, 3-15, 5-15, 7-10, 1-18, 1-17 REACTIONS. (size)18=Mechanical, 10=0-7-10 Max Horz 18=-294(LC 12) Max Uplift 18=-844(LC 12), 10=-893(LC 12) Max Grav 18=1998(LC 20), 10=2233(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1458/747, 2-3=-1247/784, 3-4=-1749/1031, 4-5=-1969/1037, 5-7=-2232/1059, 8-9=-474/293, 1-18=-1854/992 BOT CHORD 17-18=-166/294, 15-17=-435/1608, 13-15=-682/1949, 12-13=-608/1725, 8-10=-493/416, 9-10=-227/452 WEBS 3-17=-849/445, 3-15=-130/426, 4-15=-96/350, 5-15=-470/322, 7-13=-102/393, 7-12=-493/281, 10-12=-687/1858, 7-10=-1956/1085, 1-17=-715/1623 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-9-8, Exterior(2R) 7-9-8 to 12-0-7, Interior(1) 12-0-7 to 17-6-8, Exterior(2R) 17-6-8 to 21-9-6, Interior(1) 21-9-6 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=844, 10=893. 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. November 18,2021 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 77730 Truss E Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011671 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-evF6fEsEfUq0kdYb2AcoGPVQzghrniYjGp?R?wyIKey Scale = 1:25.0 1 2 3 4 5 6 10 9 8 7 17 18 19 20 21 22 23 24 4x4 4x4 3x4 3x4 2x3 2x3 2x3 3x6 2x3 3x6 1-8-0 1-8-0 1-11-13 0-3-13 6-8-0 4-8-3 8-5-0 1-9-0 13-1-3 4-8-3 13-5-0 0-3-13 15-1-0 1-8-0 0-0-2 1-11-13 1-11-13 6-8-0 4-8-3 8-5-0 1-9-0 13-1-3 4-8-3 15-1-0 1-11-13 15-1-2 0-0-2 0-4-13-1-60-4-13-1-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.54 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.01 0.18 (loc) 8-9 8-9 7 9-10 l/defl >999 >990 n/a >724 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 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 6-7-0 oc bracing. REACTIONS. (size)10=0-7-10, 7=0-7-10 Max Horz 10=97(LC 11) Max Uplift 10=-705(LC 12), 7=-601(LC 12) Max Grav 10=830(LC 1), 7=830(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-443/829, 2-3=-624/1106, 3-4=-471/1055, 4-5=-624/1106, 5-6=-443/829 BOT CHORD 1-10=-809/472, 9-10=-813/472, 8-9=-825/471, 7-8=-809/472, 6-7=-809/472 WEBS 3-9=-300/74, 4-8=-300/74, 2-10=-575/683, 5-7=-575/683 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-8-0, Exterior(2E) 6-8-0 to 8-5-0, Exterior(2R) 8-5-0 to 12-7-15, Interior(1) 12-7-15 to 15-1-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=705, 7=601. 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. November 18,2021 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 77730 Truss E1 Truss Type COMMON Qty 2 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011672 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-66pUsattQoytMn7ocu71pd2bk4_4W8ctVSl_XMyIKex Scale = 1:24.6 1 2 3 4 5 8 7 6 15 16 17 18 19 20 21 223x4 3x4 2x3 2x3 4x5 2x3 2x3 2x3 3-2-6 3-2-6 3-6-3 0-3-13 7-6-8 4-0-5 11-6-13 4-0-5 11-10-10 0-3-13 15-1-0 3-2-6 0-0-2 3-6-3 3-6-3 7-6-8 4-0-5 11-6-13 4-0-5 15-1-0 3-6-3 15-1-2 0-0-2 0-4-13-5-120-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.73 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.00 0.22 (loc) 7 7 6 7 l/defl >999 >612 n/a >434 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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)8=0-7-10, 6=0-7-10 Max Horz 8=110(LC 11) Max Uplift 8=-732(LC 12), 6=-550(LC 9) Max Grav 8=830(LC 1), 6=830(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-521/726, 4-6=-521/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-6-8, Exterior(2R) 7-6-8 to 10-6-8, Interior(1) 10-6-8 to 15-1-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=732, 6=550.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. November 18,2021 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 77730 Truss F Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011673 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-2UxEHFu7yPCbb5HAjJAVu27uwthY_tAAymE5cEyIKev Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 5x6 5x6 5x6 3x6 3x6 4x6 3x4 4x8 3x5 4x10 3x4 3x10 3x4 3x8 4x12 4x4 5x8 4x5 3x6 5-9-8 5-9-8 15-8-4 9-10-12 23-1-12 7-5-8 28-8-3 5-6-6 34-2-9 5-6-6 34-10-4 0-7-11 36-6-4 1-8-0 5-9-8 5-9-8 10-8-14 4-11-6 15-8-4 4-11-6 17-7-6 1-11-2 23-1-12 5-6-6 28-8-3 5-6-6 34-2-9 5-6-6 36-6-4 2-3-11 7-0-09-4-1510-2-90-4-12-0-09-4-155.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [11:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.60 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.45 0.03 0.09 (loc) 16-18 16-18 11 14-16 l/defl >999 >910 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 9-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 3-18, 4-16, 8-11, 1-19, 1-18 REACTIONS. (size)19=Mechanical, 11=0-7-10 Max Horz 19=-294(LC 12) Max Uplift 19=-844(LC 12), 11=-893(LC 12) Max Grav 19=2002(LC 20), 11=2232(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1259/662, 2-3=-1092/685, 3-4=-1888/1071, 4-5=-2053/1179, 5-6=-2267/1255, 6-8=-2229/1073, 9-10=-474/293, 1-19=-1915/1021 BOT CHORD 18-19=-168/316, 16-18=-471/1649, 14-16=-518/1703, 13-14=-618/1711, 9-11=-489/414, 10-11=-227/452 WEBS 3-18=-1143/606, 3-16=-223/648, 4-16=-955/601, 5-16=-371/934, 5-14=-369/615, 6-14=-535/429, 8-14=-107/419, 8-13=-503/283, 11-13=-698/1841, 8-11=-1956/1096, 1-18=-778/1660 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-9-8, Exterior(2R) 5-9-8 to 8-9-8, Interior(1) 8-9-8 to 17-7-6, Exterior(2R) 17-7-6 to 20-7-6, Interior(1) 20-7-6 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=844, 11=893. 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. November 18,2021 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 77730 Truss F1 Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011674 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-WgVcVbvljjKSDFsNH0hkQFg64H19jKGJBQze8hyIKeu Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 5x6 5x6 5x6 3x6 3x6 3x6 3x4 4x8 3x5 5x8 3x4 4x8 3x4 3x4 4x6 4x10 5x8 4x6 3x6 3-9-8 3-9-8 13-8-4 9-10-12 20-6-6 6-10-2 28-8-3 8-1-13 34-2-9 5-6-6 34-10-4 0-7-11 36-6-4 1-8-0 3-9-8 3-9-8 8-8-14 4-11-6 13-8-4 4-11-6 17-7-6 3-11-2 23-1-12 5-6-6 28-8-3 5-6-6 34-2-9 5-6-6 36-6-4 2-3-11 7-0-08-6-1510-2-90-4-12-0-08-6-155.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [11:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.58 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.49 0.04 0.09 (loc) 16-18 16-18 11 16 l/defl >999 >839 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 270 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 9-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 3-18, 4-16, 6-13, 8-11, 1-19 REACTIONS. (size)19=Mechanical, 11=0-7-10 Max Horz 19=-294(LC 12) Max Uplift 19=-844(LC 12), 11=-893(LC 12) Max Grav 19=1983(LC 20), 11=2257(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-970/502, 2-3=-852/517, 3-4=-1997/1071, 4-5=-2234/1228, 5-6=-2139/1144, 6-8=-2007/977, 9-10=-475/294, 1-19=-1990/1015 BOT CHORD 18-19=-170/322, 16-18=-470/1624, 15-16=-515/1718, 13-15=-695/1946, 9-11=-477/404, 10-11=-228/452 WEBS 3-18=-1425/753, 3-16=-355/915, 4-16=-1128/714, 5-16=-383/851, 5-15=-280/648, 6-15=-411/328, 6-13=-440/153, 11-13=-687/1894, 8-11=-2010/1119, 1-18=-815/1728 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-8, Exterior(2R) 3-9-8 to 6-9-8, Interior(1) 6-9-8 to 17-7-6, Exterior(2R) 17-7-6 to 20-7-6, Interior(1) 20-7-6 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=844, 11=893. 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. November 18,2021 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 77730 Truss F2 Truss Type Roof Special Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011675 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-S3cNwHx?FKaASY0lORjCWglSM5hbBEPcekSlDZyIKes Scale = 1:69.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 5x6 5x6 5x6 3x6 5x8 8x10 3x5 3x4 3x4 4x8 3x5 3x4 3x5 3x5 4x12 5x10 6x10 6x8 5x6 1-9-8 1-9-8 2-9-10 1-0-2 11-8-4 8-10-10 18-3-10 6-7-6 26-3-2 7-11-7 34-2-9 7-11-7 34-10-4 0-7-11 36-6-4 1-8-0 1-9-8 1-9-8 2-9-10 1-0-2 6-8-14 3-11-4 11-8-4 4-11-6 17-7-6 5-11-2 18-3-10 0-8-4 26-3-2 7-11-7 34-2-9 7-11-7 36-6-4 2-3-11 7-0-07-8-1510-2-90-4-12-0-01-0-07-8-155.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [11:0-2-12,Edge], [15:0-4-8,0-2-8], [17:0-2-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.71 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.64 0.09 0.12 (loc) 16-17 16-17 11 15-16 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-14: 2x4 SP No.3, 9-12: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 9-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 3-17, 4-15, 5-15, 8-15, 8-11, 1-20 REACTIONS. (size)11=0-7-10, 20=0-7-10 Max Horz 20=-294(LC 12) Max Uplift 11=-895(LC 12), 20=-838(LC 12) Max Grav 11=2204(LC 19), 20=1970(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-628/273, 2-3=-573/284, 3-4=-2352/1136, 4-5=-2015/1086, 5-6=-2123/1277, 6-8=-2192/1110, 8-9=-539/351, 9-10=-492/305, 1-20=-1939/824 BOT CHORD 16-17=-456/1708, 15-16=-778/2421, 6-15=-601/470, 9-11=-699/574, 10-11=-237/469 WEBS 3-17=-1773/926, 3-16=-521/1263, 4-16=-689/478, 4-15=-865/333, 5-15=-799/1458, 13-15=-687/1741, 8-13=-561/355, 11-13=-795/1996, 8-11=-1764/897, 17-20=-208/385, 1-17=-730/1747 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-9-8, Exterior(2R) 1-9-8 to 4-9-8, Interior(1) 4-9-8 to 17-7-6, Exterior(2R) 17-7-6 to 20-7-6, Interior(1) 20-7-6 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=895, 20=838. 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. November 18,2021 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 77730 Truss G Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011676 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:36 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-wFAl7dyd0ei04ibxy8ER2uIbaVzKwjvltOCIl0yIKer Scale = 1:70.8 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 28 29 30 31 32 33 5x6 4x6 6x8 3x5 3x4 3x4 6x10 4x5 3x4 5x6 WB 12x12 3x10 10x18 MT20HS 3x4 7x10 3x4 4x4 4x4 4x8 4x6 3x6 5x6 4x5 1-8-0 1-8-0 1-11-13 0-3-13 4-5-10 2-5-13 8-8-0 4-2-6 14-3-10 5-7-10 20-5-13 6-2-3 26-6-5 6-0-7 32-6-12 6-0-7 38-9-0 6-2-3 40-11-6 2-2-6 0-0-2 1-11-13 1-11-13 4-5-10 2-5-13 6-6-13 2-1-3 8-8-0 2-1-3 11-7-9 2-11-9 14-3-10 2-8-1 20-5-13 6-2-3 26-6-5 6-0-7 32-6-12 6-0-7 38-9-0 6-2-3 40-11-6 2-2-6 0-4-13-11-63-0-61-0-03-11-65.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-10-11], [5:0-3-0,0-2-4], [8:0-3-0,Edge], [11:0-6-4,0-2-12], [15:0-3-8,0-2-0], [18:0-4-0,0-2-4], [20:0-10-8,Edge], [22:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.58 1.00 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.56 -1.04 0.34 0.59 (loc) 19 18-19 13 19 l/defl >826 >446 n/a >786 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 232 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-23: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-18,10-17,11-15,2-22,18-20: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 18-20, 6-21 REACTIONS. (size)24=0-7-10, 13=Mechanical Max Horz 24=171(LC 12) Max Uplift 24=-1109(LC 12), 13=-928(LC 12) Max Grav 24=2359(LC 1), 13=2129(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-308/51, 2-3=-5365/2517, 3-4=-5495/2623, 4-5=-4834/2318, 5-6=-4517/2212, 6-7=-6710/3238, 7-9=-5698/2727, 9-10=-5321/2556, 10-11=-3871/1901, 11-12=-1363/676, 12-13=-2121/1049 BOT CHORD 1-24=-39/324, 21-22=-2340/4764, 20-21=-3242/6848, 6-20=-168/586, 18-19=-232/502, 17-18=-2488/5321, 15-17=-1834/3871, 14-15=-569/1182 WEBS 2-24=-2100/1159, 5-21=-662/1495, 7-20=-548/1064, 7-18=-991/566, 9-18=-216/450, 9-17=-761/442, 10-17=-791/1701, 10-15=-1474/788, 11-15=-1469/3132, 11-14=-1459/784, 12-14=-957/1981, 2-22=-2374/4745, 18-20=-2486/5306, 4-21=-420/289, 4-22=-225/452, 6-21=-2652/1227 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 12-10-15, Interior(1) 12-10-15 to 38-9-0, Exterior(2E) 38-9-0 to 40-9-10 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=1109, 13=928. 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. November 18,2021 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 77730 Truss G1 Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011677 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-teIVYJzuYFykJ0kK4ZHv7JNszIgvObW2LihPpuyIKep Scale = 1:71.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 27 28 29 30 31 32 33 34 5x8 4x6 5x10 3x5 3x4 3x4 6x10 6x10 3x4 3x4 5x6 WB 3x4 3x4 6x8 3x4 5x6 3x8 4x6 4x5 12x12 4x5 1-8-0 1-8-0 1-11-13 0-3-13 4-5-10 2-5-13 10-8-0 6-2-6 14-3-10 3-7-10 21-10-0 7-6-6 29-2-10 7-4-10 36-9-0 7-6-6 40-11-6 4-2-6 0-0-2 1-11-13 1-11-13 4-5-10 2-5-13 7-6-13 3-1-3 10-8-0 3-1-3 14-3-10 3-7-10 21-10-0 7-6-6 29-2-10 7-4-10 36-9-0 7-6-6 40-11-6 4-2-6 42-7-8 1-8-2 0-4-14-9-63-0-61-0-04-9-65.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-10-11], [5:0-5-12,0-2-8], [8:0-3-0,Edge], [10:0-7-12,0-2-8], [13:Edge,0-3-8], [14:0-3-8,0-1-8], [17:0-2-12,0-2-4], [19:0-3-4,0-3-4], [21:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.91 0.86 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.76 0.28 0.41 (loc) 6 17-18 13 6 l/defl >999 >609 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-22,6-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19,2-21: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 1 Row at midpt 17-19, 10-15 REACTIONS. (size)13=Mechanical, 23=0-7-10 Max Horz 23=278(LC 11) Max Uplift 13=-1080(LC 12), 23=-1115(LC 12) Max Grav 13=2297(LC 1), 23=2355(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-340/110, 2-3=-5369/2505, 3-4=-5557/2623, 4-5=-4494/2182, 5-6=-5153/2559, 6-7=-5130/2553, 7-9=-4665/2332, 9-10=-3945/2008, 10-11=-2002/1038, 11-13=-2270/1276 BOT CHORD 1-23=-102/356, 20-21=-2284/4600, 19-20=-1940/4104, 6-19=-553/374, 17-18=-136/370, 15-17=-1856/3945, 14-15=-813/1749 WEBS 5-20=-220/521, 5-19=-734/1519, 17-19=-2074/4361, 7-19=-265/494, 7-17=-882/526, 9-17=-381/865, 9-15=-1176/666, 10-15=-1215/2581, 10-14=-1051/575, 11-14=-968/2136, 2-23=-2098/1132, 2-21=-2363/4757, 4-20=-624/421, 4-21=-290/744 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 14-10-15, Interior(1) 14-10-15 to 36-9-0, Exterior(2R) 36-9-0 to 40-9-10, Interior(1) 40-9-10 to 42-7-8 zone; cantilever left exposed ; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1080, 23=1115. 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. November 18,2021 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 77730 Truss G2 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011678 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-Lqsulf_WJZ4bxAJWdHo8gWw6Ti0v73rCZMQzMKyIKeo Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 36 5x8 4x6 5x8 3x5 3x4 3x4 6x10 5x10 3x4 3x4 3x4 3x4 6x10 3x5 4x5 3x4 5x10 4x8 5x6 12x12 3x6 5x6 1-8-0 1-8-0 1-11-13 0-3-13 4-5-10 2-5-13 12-8-0 8-2-6 14-3-10 1-7-10 21-9-11 7-6-1 29-3-12 7-6-1 34-9-0 5-5-4 40-7-9 5-10-9 40-11-6 0-3-13 42-7-6 1-8-0 0-0-2 1-11-13 1-11-13 4-5-10 2-5-13 8-6-13 4-1-3 12-8-0 4-1-3 14-3-10 1-7-10 21-9-11 7-6-1 29-3-12 7-6-1 34-9-0 5-5-4 40-7-9 5-10-9 42-7-6 1-11-13 42-7-8 0-0-2 0-4-15-7-60-4-12-0-01-0-01-0-05-7-65.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-10-11], [5:0-5-12,0-2-8], [8:0-3-0,Edge], [10:0-6-0,0-2-8], [15:0-3-12,0-3-0], [17:0-2-12,0-1-8], [19:0-3-12,0-3-4], [21:0-3-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.88 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.71 0.27 0.39 (loc) 17 17-18 13 17 l/defl >999 >655 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 253 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-22,6-18,9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19,15-17,2-21,11-14: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. WEBS 1 Row at midpt 17-19, 7-19, 15-17 REACTIONS. (size)23=0-7-10, 13=0-7-10 Max Horz 23=158(LC 11) Max Uplift 23=-1105(LC 12), 13=-1019(LC 12) Max Grav 23=2344(LC 1), 13=2344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-296/54, 2-3=-5359/2448, 3-4=-5620/2569, 4-5=-4183/2027, 5-6=-4110/2101, 6-7=-4106/2102, 7-9=-5140/2542, 9-10=-5162/2551, 10-11=-3574/1654 BOT CHORD 1-23=-40/310, 20-21=-2123/4420, 19-20=-1702/3801, 6-19=-531/364, 17-18=-120/364, 9-15=-604/393, 14-15=-1348/3178, 13-14=-114/272, 12-13=-114/272 WEBS 4-21=-364/973, 4-20=-748/500, 5-20=-261/723, 5-19=-504/935, 17-19=-1668/3604, 7-17=-1383/757, 15-17=-1762/3912, 7-15=-636/1407, 10-15=-1134/2380, 10-14=-299/261, 2-23=-2086/1123, 2-21=-2287/4757, 11-13=-2245/1362, 11-14=-1534/2994 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 16-10-15, Interior(1) 16-10-15 to 34-9-0, Exterior(2R) 34-9-0 to 38-11-14, Interior(1) 38-11-14 to 42-7-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=1105, 13=1019. 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. November 18,2021 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 77730 Truss G3 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011679 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-HD_eAK?mqAKJATTvliqclx?QAWgmbyOU1gv3QDyIKem Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 32 33 34 35 36 37 38 39 4x6 5x6 3x6 5x8 3x5 3x4 3x4 7x10 5x10 3x4 3x4 7x8 4x6 4x5 4x10 6x10 3x4 4x6 6x8 3x5 3x4 12x12 3x4 1-8-0 1-8-0 1-11-13 0-3-13 4-5-10 2-5-13 14-3-10 9-10-0 14-8-0 0-4-6 20-6-3 5-10-3 26-4-6 5-10-3 32-9-0 6-4-10 40-7-9 7-10-9 40-11-6 0-3-13 42-7-6 1-8-0 0-0-2 1-11-13 1-11-13 4-5-10 2-5-13 9-4-10 4-11-0 14-3-10 4-11-0 14-8-0 0-4-6 20-6-3 5-10-3 26-4-6 5-10-3 32-9-0 6-4-10 37-4-4 4-7-5 40-7-9 3-3-5 42-7-6 1-11-13 42-7-8 0-0-2 0-4-16-5-60-4-12-0-01-0-06-5-65.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-10-11], [4:0-3-0,Edge], [6:0-3-0,0-2-4], [10:0-5-12,0-2-8], [14:0-3-8,0-3-0], [17:0-2-0,Edge], [22:0-3-8,0-3-0], [23:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.98 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -1.14 0.30 0.35 (loc) 22-23 22-23 14 18 l/defl >943 >407 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 9-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 19-22,17-19,2-23: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-19, 11-14 REACTIONS. (size)14=0-7-10, 25=0-7-10 Max Horz 25=187(LC 11) Max Uplift 14=-1018(LC 12), 25=-1104(LC 12) Max Grav 14=2346(LC 1), 25=2349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/62, 2-3=-5350/2429, 3-5=-5810/2588, 5-6=-3905/1930, 6-7=-3492/1845, 7-9=-4613/2335, 9-10=-4648/2354, 10-11=-3570/1719, 12-13=-362/0 BOT CHORD 1-25=-47/313, 3-23=-251/161, 22-23=-2080/4286, 9-17=-578/380, 16-17=-1359/3222, 14-16=-1228/2759, 13-14=0/329 WEBS 5-23=-423/1319, 5-22=-887/582, 7-19=-1598/812, 10-17=-846/1785, 11-16=-204/663, 11-14=-3267/1834, 6-22=-424/1017, 19-22=-1489/3341, 17-19=-1528/3457, 7-17=-721/1603, 2-25=-2085/1113, 2-23=-2263/4744, 12-14=-322/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-8-0, Exterior(2R) 14-8-0 to 18-10-15, Interior(1) 18-10-15 to 32-9-0, Exterior(2R) 32-9-0 to 36-11-14, Interior(1) 36-11-14 to 42-7-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1018, 25=1104. 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. November 18,2021 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 77730 Truss G4 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011680 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-lPY0Og0ObUSAod25JPLrI9YcJv6LKPkeFKfdyfyIKel Scale = 1:76.1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 27 28 29 30 31 32 33 5x8 5x8 3x5 4x6 3x4 3x4 6x8 4x6 5x6 3x6 5x6 5x8 3x4 3x5 6x10 3x4 4x6 6x8 3x4 3x5 1-8-0 1-8-0 1-11-13 0-3-13 9-2-14 7-3-1 16-8-0 7-5-2 21-6-3 4-10-3 26-4-6 4-10-3 30-9-0 4-4-10 40-7-9 9-10-9 40-11-6 0-3-13 42-7-6 1-8-0 1-11-13 1-11-13 9-2-14 7-3-1 16-8-0 7-5-2 21-6-3 4-10-3 26-4-6 4-10-3 30-9-0 4-4-10 35-8-4 4-11-5 40-7-9 4-11-5 42-7-6 1-11-13 42-7-8 0-0-2 0-4-17-3-60-4-12-0-07-3-65.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-5-12,0-2-8], [7:0-5-12,0-2-8], [11:0-3-8,0-3-0], [14:0-2-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.64 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.43 0.15 0.25 (loc) 14 14 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-19,14-16: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 1 Row at midpt 3-17, 5-16, 8-11 REACTIONS. (size)20=0-7-10, 11=0-7-10 Max Horz 20=217(LC 11) Max Uplift 20=-1105(LC 12), 11=-1019(LC 12) Max Grav 20=2344(LC 1), 11=2344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/78, 2-3=-3687/1714, 3-4=-3140/1589, 4-5=-2934/1628, 5-6=-3816/2017, 6-7=-3826/2023, 7-8=-3485/1725, 8-9=-412/138, 9-10=-372/0 BOT CHORD 1-20=-93/360, 19-20=-225/509, 17-19=-1566/3295, 16-17=-1227/2775, 6-14=-431/298, 13-14=-1311/3134, 11-13=-1396/3073, 10-11=-4/328 WEBS 2-20=-2224/1361, 2-19=-1518/2986, 3-17=-627/387, 4-17=-148/432, 4-16=-148/507, 5-16=-1371/691, 14-16=-1382/3121, 5-14=-567/1286, 7-14=-559/1141, 7-13=-2/272, 8-13=-37/311, 8-11=-3279/1889, 9-11=-434/434 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-8-0, Exterior(2R) 16-8-0 to 20-10-15, Interior(1) 20-10-15 to 30-9-0, Exterior(2R) 30-9-0 to 34-11-14, Interior(1) 34-11-14 to 42-7-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=1105, 11=1019. 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. November 18,2021 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 77730 Truss G5 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011681 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-hofnpM2f75ju1xCUQqNJNadynjqsoI7xje8k1YyIKej Scale = 1:65.1 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 22 23 24 25 26 27 28 29 5x8 5x6 3x6 3x6 3x4 4x5 4x6 3x4 4x5 4x10 5x8 3x8 3x4 5x6 4x6 3x5 3x6 4x8 6-5-3 6-5-3 12-6-14 6-1-11 20-3-4 7-8-6 22-7-14 2-4-10 29-3-2 6-7-5 34-6-7 5-3-5 34-10-4 0-3-13 36-6-4 1-8-0 6-5-3 6-5-3 12-6-14 6-1-11 20-3-4 7-8-6 22-7-14 2-4-10 29-3-2 6-7-5 34-6-7 5-3-5 36-6-4 1-11-13 36-6-6 0-0-2 2-10-88-1-60-4-12-0-08-1-65.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [5:0-3-0,0-2-4], [10:0-3-0,0-1-8], [13:0-5-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.69 0.44 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.09 0.15 (loc) 13 14-15 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 4-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. REACTIONS. (size)18=0-7-10, 9=0-7-10 Max Horz 18=-194(LC 10) Max Uplift 18=-821(LC 12), 9=-916(LC 12) Max Grav 18=1885(LC 1), 9=2116(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2172/1081, 2-3=-2224/1221, 3-4=-2771/1567, 4-5=-2554/1447, 5-6=-2873/1464, 6-7=-3120/1475, 7-8=-265/40, 1-18=-1822/955 BOT CHORD 15-17=-877/1917, 12-13=-1159/2757, 10-12=-1238/2804 WEBS 2-17=-657/411, 2-15=-81/260, 3-15=-432/210, 13-15=-823/1941, 3-13=-476/1115, 4-12=-712/323, 5-12=-346/777, 6-12=-358/243, 6-10=-353/300, 1-17=-951/2010, 7-9=-1961/1188, 7-10=-1454/2738 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-6-14, Exterior(2R) 12-6-14 to 16-9-13, Interior(1) 16-9-13 to 22-7-14, Exterior(2R) 22-7-14 to 26-10-12, Interior(1) 26-10-12 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=821, 9=916. 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. November 18,2021 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 77730 Truss G6 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011682 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-A_D90i2HuPrlf5ng_XvYwnABq79ZXmV4yItHZ_yIKei Scale = 1:65.1 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 25 26 27 28 29 30 31 32 5x8 5x6 4x6 3x4 4x5 3x6 3x4 5x6 5x10 3x6 3x4 3x4 6x8 3x4 5x6 3x5 6x8 5x12 4x5 3x6 4x8 2-9-10 2-9-10 8-8-4 5-10-10 14-6-14 5-10-10 20-3-4 5-8-6 27-4-14 7-1-10 34-6-7 7-1-10 34-10-4 0-3-13 36-6-4 1-8-0 2-9-10 2-9-10 8-8-4 5-10-10 14-6-14 5-10-10 20-3-4 5-8-6 20-7-14 0-4-10 27-4-14 6-9-0 28-3-2 0-10-5 34-6-7 6-3-5 36-6-4 1-11-13 2-10-88-11-60-4-12-0-01-0-01-0-08-11-65.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-2-13,0-2-6], [8:0-3-0,Edge], [13:0-3-0,0-1-12], [14:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.48 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.12 0.16 (loc) 13-14 13-14 11 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-20: 2x4 SP No.3, 5-15: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-11 oc bracing. WEBS 1 Row at midpt 7-14, 9-13 REACTIONS. (size)21=0-7-10, 11=0-7-10 Max Horz 21=-223(LC 10) Max Uplift 21=-821(LC 12), 11=-916(LC 12) Max Grav 21=1885(LC 1), 11=2116(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1875/922, 2-3=-2695/1363, 3-4=-2369/1314, 4-5=-2371/1407, 5-6=-2344/1392, 6-7=-2664/1410, 7-9=-3217/1530, 9-10=-327/132, 1-21=-1842/916 BOT CHORD 2-19=-989/564, 18-19=-805/1793, 16-18=-1072/2396, 5-14=-140/434, 13-14=-1254/2854, 11-13=-156/369, 10-11=-156/369 WEBS 2-18=-293/696, 3-16=-471/309, 14-16=-820/2022, 4-14=-208/604, 7-14=-630/363, 1-19=-966/2007, 9-11=-2007/1270, 9-13=-1329/2536 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 14-6-14, Exterior(2R) 14-6-14 to 18-9-13, Interior(1) 18-9-13 to 20-7-14, Exterior(2R) 20-7-14 to 24-10-12, Interior(1) 24-10-12 to 36-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=821, 11=916. 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. November 18,2021 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 77730 Truss G7 Truss Type Hip Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011683 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6NLvRO4XQ05TuOw35yx0?CFWhwof?gsNPcMOetyIKeg Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 4x6 4x8 4x4 3x6 3x4 3x6 4x6 3x6 3x6 3x4 3x4 4x10 2x3 5x8 2x3 7x8 4x5 4x8 6x8 4x10 3x4 2-9-10 2-9-10 9-8-4 6-10-10 16-6-14 6-10-10 18-7-14 2-1-0 20-3-4 1-7-6 27-5-0 7-1-12 33-11-10 6-6-10 34-10-4 0-10-10 2-9-10 2-9-10 9-8-4 6-10-10 16-6-14 6-10-10 18-7-14 2-1-0 20-3-4 1-7-6 22-11-9 2-8-5 27-5-0 4-5-7 34-10-4 7-5-4 2-10-83-4-139-9-61-4-132-0-01-0-09-9-65.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-5-8,0-2-0], [14:0-2-0,0-3-0], [20:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.69 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.57 0.12 0.14 (loc) 12-14 12-14 11 12-14 l/defl >999 >702 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-21: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-17 REACTIONS. (size)11=Mechanical, 22=0-7-10 Max Horz 22=232(LC 11) Max Uplift 11=-800(LC 12), 22=-795(LC 12) Max Grav 11=1940(LC 19), 22=1945(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2007/926, 2-4=-2780/1327, 4-5=-2244/1197, 5-6=-2201/1267, 6-7=-2458/1317, 7-9=-3044/1552, 9-10=-3072/1393, 1-22=-1957/911, 10-11=-1859/925 BOT CHORD 2-20=-982/546, 19-20=-896/2079, 17-19=-1099/2626, 12-14=-1077/2509 WEBS 2-19=-217/765, 4-17=-776/430, 5-17=-458/144, 6-14=-369/755, 14-17=-847/2228, 9-12=-511/400, 10-12=-1064/2587, 1-20=-980/2161, 5-14=-349/959, 7-14=-604/394, 7-12=-181/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-6-14, Exterior(2E) 16-6-14 to 18-7-14, Exterior(2R) 18-7-14 to 22-11-9, Interior(1) 22-11-9 to 33-8-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=800, 22=795. 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. November 18,2021 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 77730 Truss G8 Truss Type Roof Special Qty 2 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011684 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-aZvHej59BKDJWYVFfgSFXQohbKBekAvWeG6xAJyIKef Scale: 3/16"=1' 1 2 3 4 5 6 17 16 15 14 13 12 11 10 9 8 7 18 19 20 21 4x5 3x4 3x6 3x6 5x8 3x6 6x8 5x8 2x3 3x4 4x4 4x4 4x5 2x3 6x8 4x10 2x3 2-9-10 2-9-10 10-2-8 7-4-14 17-7-6 7-4-14 20-3-4 2-7-14 23-5-11 3-2-7 29-5-12 6-0-1 2-9-10 2-9-10 10-2-8 7-4-14 17-7-6 7-4-14 20-3-4 2-7-14 23-5-11 3-2-7 29-5-12 6-0-1 2-10-810-2-93-3-42-0-01-0-05.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-4], [10:0-2-8,0-2-12], [15:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.45 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.07 0.08 (loc) 12-14 12-14 7 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 10-14 REACTIONS. (size)7=Mechanical, 17=0-7-10 Max Horz 17=223(LC 11) Max Uplift 7=-716(LC 12), 17=-677(LC 12) Max Grav 7=1605(LC 1), 17=1605(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1599/853, 2-3=-2194/1115, 3-4=-1701/991, 4-5=-1686/1020, 5-6=-1647/871, 1-17=-1561/833, 6-7=-1548/856 BOT CHORD 2-15=-842/467, 14-15=-970/1594, 9-10=-714/1439, 8-9=-714/1439 WEBS 2-14=-45/423, 3-10=-664/428, 10-12=0/262, 4-10=-365/678, 10-14=-1016/1881, 5-8=-608/397, 6-8=-773/1571, 1-15=-910/1740 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 17-7-6, Exterior(2R) 17-7-6 to 20-7-6, Interior(1) 20-7-6 to 29-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=716, 17=677. 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. November 18,2021 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 77730 Truss G9 Truss Type Roof Special Qty 3 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011685 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-2lTfs36nyeLA7i4RDNzU4dKrVkXvTd9gswrUilyIKee Scale: 3/16"=1' 1 2 3 4 5 6 7 21 20 19 18 17 16 15 14 13 12 11 10 9 8 22 23 24 25 3x4 3x6 3x6 5x8 3x4 3x4 4x8 3x4 3x4 6x8 5x8 2x3 5x8 4x4 6x8 4x10 2x3 2x3 6x8 4x8 4x4 2-9-10 2-9-10 10-2-8 7-4-14 17-7-6 7-4-14 20-3-4 2-7-14 22-7-14 2-4-10 27-4-2 4-8-4 29-5-12 2-1-10 2-9-10 2-9-10 10-2-8 7-4-14 17-7-6 7-4-14 20-3-4 2-7-14 22-7-14 2-4-10 27-4-2 4-8-4 29-5-12 2-1-10 2-10-810-2-93-3-42-0-01-0-01-0-01-0-01-0-05.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-4], [10:0-5-12,0-2-4], [11:0-2-0,0-2-0], [14:0-2-8,0-2-12], [19:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.45 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.18 0.10 0.08 (loc) 16-18 16-18 8 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 2-20,5-12,6-9: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 14-18 REACTIONS. (size)21=0-7-10, 8=0-7-10 Max Horz 21=223(LC 11) Max Uplift 21=-677(LC 12), 8=-716(LC 12) Max Grav 21=1605(LC 1), 8=1605(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1599/853, 2-3=-2195/1116, 3-4=-1700/990, 4-5=-1977/1220, 5-6=-1991/1085, 6-7=-1147/609, 1-21=-1561/833, 7-8=-1570/833 BOT CHORD 2-19=-842/467, 18-19=-970/1594, 5-11=-477/379, 10-11=-566/1085, 6-10=-1021/599 WEBS 2-18=-46/424, 3-14=-664/428, 14-16=0/261, 4-14=-191/476, 14-18=-1017/1882, 11-14=-634/1390, 4-11=-356/589, 6-11=-365/778, 1-19=-910/1739, 7-10=-790/1511 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 17-7-6, Exterior(2R) 17-7-6 to 20-7-6, Interior(1) 20-7-6 to 29-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=677, 8=716. 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. November 18,2021 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 77730 Truss GR2 Truss Type Monopitch Girder Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011686 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-Wy023P6QjxT1lsfen5Ujdrt5_8zWCEwp5ab2FCyIKed Scale = 1:13.3 1 4 2 5 3 3x4 3x4 NAILED 2-6-0 2-6-0 2-6-0 2-6-0 1-0-62-0-141-8-72-0-145.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.13 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 4=0-7-10, 3=Mechanical Max Horz 4=59(LC 8) Max Uplift 2=-77(LC 8), 4=-17(LC 8), 3=-9(LC 8) Max Grav 2=98(LC 1), 4=143(LC 1), 3=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 3. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 5=-21(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. November 18,2021 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 77730 Truss GRA Truss Type Roof Special Girder Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011687 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-SK8oU58gFZjl?Ap0uWXBiGyJDxX7gvG6Zu49J4yIKeb Scale = 1:41.6 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5x8 5x8 5x6 3x6 3x4 3x6 6x8 3x10 2x3 3x4 4x8 3x6 4x5 3x10 1-8-0 1-8-0 1-11-13 0-3-13 6-8-0 4-8-3 11-8-0 5-0-0 16-8-0 5-0-0 19-2-0 2-6-0 24-3-4 5-1-4 0-0-2 1-11-13 1-11-13 3-7-14 1-8-1 6-8-0 3-0-2 11-8-0 5-0-0 16-8-0 5-0-0 19-2-0 2-6-0 24-3-4 5-1-4 0-4-12-0-143-1-62-0-143-1-65.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [5:0-5-12,0-2-8], [9:0-3-8,0-2-0], [13:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.55 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.30 -0.29 -0.05 (loc) 10-11 10-11 8 l/defl >872 >912 n/a L/d 240 240 n/a PLATES MT20 Weight: 124 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* 7-9: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing. REACTIONS. (size)8=Mechanical, 14=0-7-10 Max Horz 14=109(LC 8) Max Uplift 8=-1265(LC 8), 14=-1617(LC 8) Max Grav 8=1534(LC 1), 14=1863(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2568/2398, 3-4=-3421/3259, 4-5=-3421/3259, 5-6=-3281/3058, 6-7=-3416/2981, 7-8=-1469/1239 BOT CHORD 11-13=-2189/2271, 10-11=-2822/3021, 9-10=-3077/3514 WEBS 3-13=-276/96, 3-11=-1154/1356, 4-11=-739/535, 5-11=-438/554, 5-10=-537/496, 6-10=-625/341, 6-9=-1205/1168, 2-14=-1746/1586, 2-13=-2122/2234, 7-9=-3100/3527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1265, 14=1617. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down and 384 lb up at 6-8-0, 142 lb down and 154 lb up at 8-8-12, 141 lb down and 154 lb up at 10-8-12, 141 lb down and 154 lb up at 12-7-4, 141 lb down and 154 lb up at 14-7-4, 359 lb down and 384 lb up at 16-8-0, and 115 lb down and 89 lb up at 21-8-12, and 84 lb down and 44 lb up at 23-8-12 on top chord, and 59 lb down and 277 lb up at 6-8-0, 35 lb down and 107 lb up at 8-8-12, 35 lb down and 107 lb up at 10-8-12, 35 lb down and 107 lb up at 12-7-4, 35 lb down and 107 lb up at 14-7-4, 59 lb down and 277 lb up at 16-7-4, and 25 lb down and 17 lb up at 21-8-12, and 23 lb down and 39 lb up at 23-8-12 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. November 18,2021 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 77730 Truss GRA Truss Type Roof Special Girder Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011687 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:52 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-SK8oU58gFZjl?Ap0uWXBiGyJDxX7gvG6Zu49J4yIKeb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-6=-90, 6-7=-90, 8-15=-20 Concentrated Loads (lb) Vert: 3=-153(B) 5=-153(B) 13=-22(B) 10=-22(B) 19=-78(B) 20=-78(B) 21=-78(B) 22=-78(B) 24=-8(B) 26=-19(B) 27=-19(B) 28=-19(B) 29=-19(B) 30=-13(B) 31=16(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 77730 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011688 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-PjGYvn9wmAzTETzP0wZgnh2iklG68s1P0BZFOzyIKeZ Scale = 1:37.8 1 2 3 4 5 6 7 13 12 11 10 9 8 20 21 22 23 24 25 26 27 4x8 4x8 3x4 3x6 4x4 3x6 5x6 3x8 2x3 5x6 4x4 3x6 3x4 1-8-0 1-8-0 1-11-13 0-3-13 6-8-0 4-8-3 11-3-10 4-7-10 15-11-4 4-7-10 20-7-7 4-8-3 20-11-4 0-3-13 22-7-4 1-8-0 0-0-2 1-11-13 1-11-13 6-8-0 4-8-3 11-3-10 4-7-10 15-11-4 4-7-10 20-7-7 4-8-3 22-7-4 1-11-13 22-7-6 0-0-2 0-4-13-1-60-4-13-1-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [5:0-5-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.32 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.14 -0.02 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 111 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 4-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. REACTIONS. (size)13=0-7-10, 8=0-7-10 Max Horz 13=97(LC 7) Max Uplift 13=-1430(LC 8), 8=-1332(LC 8) Max Grav 13=1613(LC 1), 8=1613(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2108/2053, 3-4=-2546/2604, 4-5=-2546/2604, 5-6=-2108/2070 BOT CHORD 10-12=-1790/1850, 9-10=-1781/1850 WEBS 2-13=-1503/1400, 2-12=-1804/1820, 3-10=-789/852, 4-10=-709/526, 5-10=-789/852, 6-9=-1802/1820, 6-8=-1503/1345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1430, 8=1332. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down and 383 lb up at 6-8-0, 142 lb down and 154 lb up at 8-8-12, 141 lb down and 154 lb up at 10-8-12, 141 lb down and 154 lb up at 11-10-8, and 142 lb down and 154 lb up at 13-10-8, and 359 lb down and 383 lb up at 15-11-4 on top chord, and 59 lb down and 277 lb up at 6-8-0, 35 lb down and 107 lb up at 8-8-12, 35 lb down and 107 lb up at 10-8-12, 35 lb down and 107 lb up at 11-10-8, and 35 lb down and 107 lb up at 13-10-8, and 59 lb down and 277 lb up at 15-10-8 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 14-17=-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. November 18,2021 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 77730 Truss GRB Truss Type HIP GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011688 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:31:54 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-PjGYvn9wmAzTETzP0wZgnh2iklG68s1P0BZFOzyIKeZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-153(B) 5=-153(B) 12=-22(B) 9=-22(B) 20=-78(B) 21=-78(B) 22=-78(B) 23=-78(B) 24=-19(B) 25=-19(B) 26=-19(B) 27=-19(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 77730 Truss GRC Truss Type Hip Girder Qty 1 Ply 2 OLEANDER 3 CAR Job Reference (optional) T26011689 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6etK?CHCQFE2R0kKb1k0BoSKWndyUMWtJl_nkOyIKeP Scale = 1:35.4 1 2 3 4 5 6 7 8 14 13 12 11 10 923242526 27 4x4 4x6 10x10 5x6 5x6 3x5 3x4 6x8 2x3 6x8 4x10 3x8 6x8 6x8 3x5 3x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1-8-0 1-8-0 1-11-13 0-3-13 6-4-12 4-4-15 10-9-12 4-4-15 11-9-8 0-11-12 16-2-7 4-4-15 20-11-4 4-8-13 0-0-2 1-11-13 1-11-13 6-4-12 4-4-15 10-9-12 4-4-15 11-9-8 0-11-12 16-2-7 4-4-15 20-11-4 4-8-13 0-4-14-10-21-0-64-10-25.00 12 Plate Offsets (X,Y)-- [1:0-7-13,0-2-2], [1:0-0-0,0-0-4], [3:0-4-14,0-1-8], [8:0-7-9,0-0-12], [10:0-3-8,0-4-8], [11:0-3-8,0-4-8], [14:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.55 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.07 0.14 (loc) 9-10 9-10 8 9-10 l/defl >999 >897 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 269 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E 3-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-7-10, 14=0-7-10 Max Horz 14=149(LC 7) Max Uplift 8=-2796(LC 8), 14=-3356(LC 8) Max Grav 8=7351(LC 1), 14=6504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2550/1410, 2-3=-2674/1471, 3-4=-8031/3414, 4-5=-7454/3239, 5-6=-7993/3398, 6-8=-9833/3876 BOT CHORD 1-14=-1264/2372, 13-14=-4136/8934, 11-13=-4120/8907, 10-11=-3001/7454, 9-10=-3382/8777, 8-9=-3382/8777 WEBS 2-14=-416/292, 3-13=-1466/2415, 3-11=-1866/1340, 4-11=-1225/2947, 5-10=-1069/2661, 6-10=-1708/479, 6-9=-607/2057, 3-14=-7624/3338 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=2796, 14=3356. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-2-12 from the left end to 19-9-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued 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. November 18,2021 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 77730 Truss GRC Truss Type Hip Girder Qty 1 Ply 2 OLEANDER 3 CAR Job Reference (optional) T26011689 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:04 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6etK?CHCQFE2R0kKb1k0BoSKWndyUMWtJl_nkOyIKeP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-5=-90, 5-8=-90, 1-15=-20 Concentrated Loads (lb) Vert: 12=-1188(F) 13=-1188(F) 9=-1295(F) 19=-1295(F) 23=-1514(F) 24=-1188(F) 25=-1295(F) 26=-1295(F) 27=-1295(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 77730 Truss GRD Truss Type FLAT GIRDER Qty 1 Ply 2 OLEANDER 3 CAR Job Reference (optional) T26011690 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:08 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-_P6rrZKiTTkUvd15qtpyLed5qOy_QBQTENy?t9yIKeL Scale = 1:58.9 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 3x10 4x6 4x6 3x10 5x6 4x6 4x4 4x4 5x6 3x8 2x3 3x4 3x4 5x6 4x4 4x4 4x6 5x6 5-0-4 5-0-4 9-10-13 4-10-8 14-9-5 4-10-8 19-7-13 4-10-8 24-6-5 4-10-8 29-4-14 4-10-8 34-5-2 5-0-4 5-0-4 5-0-4 9-10-13 4-10-8 14-9-5 4-10-8 19-7-13 4-10-8 24-6-5 4-10-8 29-4-14 4-10-8 34-5-2 5-0-4 3-1-6Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [6:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.49 0.73 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.58 -0.57 -0.08 (loc) 13-14 13-14 9 l/defl >705 >714 n/a L/d 240 240 n/a PLATES MT20 Weight: 434 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* 1-18,8-9: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. REACTIONS. (size)18=Mechanical, 9=0-3-8 Max Uplift 18=-2336(LC 8), 9=-2421(LC 8) Max Grav 18=2675(LC 1), 9=2737(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2570/2222, 1-2=-4125/3631, 2-3=-6851/6038, 3-4=-8213/7240, 4-5=-8213/7240, 5-6=-8234/7257, 6-7=-6853/6044, 7-8=-4133/3642, 8-9=-2621/2270 BOT CHORD 16-17=-3631/4125, 14-16=-6080/6902, 13-14=-7257/8234, 11-13=-6086/6904, 10-11=-3642/4133 WEBS 1-17=-4076/4628, 2-17=-2190/1834, 2-16=-2760/3127, 3-16=-1378/1128, 3-14=-1338/1511, 4-14=-616/453, 5-13=-612/450, 6-13=-1350/1533, 6-11=-1386/1133, 7-11=-2755/3120, 7-10=-2190/1834, 8-10=-4088/4636 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=2336, 9=2421. 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. November 18,2021 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 77730 Truss GRD Truss Type FLAT GIRDER Qty 1 Ply 2 OLEANDER 3 CAR Job Reference (optional) T26011690 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:08 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-_P6rrZKiTTkUvd15qtpyLed5qOy_QBQTENy?t9yIKeL NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 154 lb up at 1-7-8, 150 lb down and 154 lb up at 3-7-8, 150 lb down and 154 lb up at 5-7-8, 150 lb down and 154 lb up at 7-7-8, 141 lb down and 154 lb up at 9-7-8, 141 lb down and 154 lb up at 11-7-8, 141 lb down and 154 lb up at 13-7-8, 141 lb down and 154 lb up at 15-7-8, 141 lb down and 154 lb up at 17-7-8, 141 lb down and 154 lb up at 19-7-8, 141 lb down and 154 lb up at 21-7-8, 141 lb down and 154 lb up at 23-7-8, 143 lb down and 154 lb up at 25-7-8, 150 lb down and 154 lb up at 27-7-8, 150 lb down and 154 lb up at 29-7-8, and 150 lb down and 154 lb up at 31-7-8, and 137 lb down and 153 lb up at 33-7-8 on top chord, and 35 lb down and 107 lb up at 1-7-8, 35 lb down and 107 lb up at 3-7-8, 35 lb down and 107 lb up at 5-7-8, 35 lb down and 107 lb up at 7-7-8, 35 lb down and 107 lb up at 9-7-8, 35 lb down and 107 lb up at 11-7-8, 35 lb down and 107 lb up at 13-7-8, 35 lb down and 107 lb up at 15-7-8, 35 lb down and 107 lb up at 17-7-8, 35 lb down and 107 lb up at 19-7-8, 35 lb down and 107 lb up at 21-7-8, 35 lb down and 107 lb up at 23-7-8, 35 lb down and 107 lb up at 25-7-8, 35 lb down and 107 lb up at 27-7-8, 35 lb down and 107 lb up at 29-7-8, and 35 lb down and 107 lb up at 31-7-8, and 44 lb down and 107 lb up at 33-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-90, 9-18=-20 Concentrated Loads (lb) Vert: 16=-19(F) 5=-78(F) 13=-19(F) 7=-78(F) 10=-19(F) 19=-78(F) 20=-78(F) 21=-78(F) 22=-78(F) 24=-78(F) 25=-78(F) 26=-78(F) 27=-78(F) 29=-78(F) 30=-78(F) 31=-78(F) 32=-78(F) 33=-78(F) 34=-78(F) 35=-97(F) 36=-19(F) 37=-19(F) 38=-19(F) 39=-19(F) 40=-19(F) 41=-19(F) 42=-19(F) 43=-19(F) 44=-19(F) 45=-19(F) 46=-19(F) 47=-19(F) 48=-19(F) 49=-24(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 77730 Truss GRE Truss Type HIP GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011691 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:10 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-xoEcGFMy?5_C9xBUyHrQQ3iRyCjguFYmihR6y1yIKeJ Scale = 1:25.0 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 4x4 4x4 3x4 3x4 3x4 3x4 2x3 3x6 3x4 2x3 3x6 1-8-0 1-8-0 1-11-13 0-3-13 4-8-0 2-8-3 7-6-8 2-10-8 10-5-0 2-10-8 13-1-3 2-8-3 13-5-0 0-3-13 15-1-0 1-8-0 0-0-2 1-11-13 1-11-13 4-8-0 2-8-3 7-6-8 2-10-8 10-5-0 2-10-8 13-1-3 2-8-3 15-1-0 1-11-13 15-1-2 0-0-2 0-4-12-3-60-4-12-3-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.33 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.13 -0.01 (loc) 9-10 9-10 8 l/defl >629 >989 n/a L/d 240 240 n/a PLATES MT20 Weight: 62 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 7-7-10 oc bracing. REACTIONS. (size)11=0-7-10, 8=0-7-10 Max Horz 11=68(LC 7) Max Uplift 11=-860(LC 8), 8=-767(LC 5) Max Grav 11=676(LC 17), 8=676(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/607, 2-3=-496/774, 3-4=-389/703, 4-5=-389/718, 5-6=-496/782, 6-7=-374/607 BOT CHORD 1-11=-593/386, 10-11=-609/416, 9-10=-824/647, 8-9=-593/385, 7-8=-593/385 WEBS 3-10=-297/128, 5-9=-297/128, 2-11=-444/502, 4-10=-318/278, 4-9=-318/277, 6-8=-444/467 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=860, 8=767. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 lb down and 242 lb up at 4-8-0, 110 lb down and 70 lb up at 6-8-12, and 110 lb down and 70 lb up at 8-4-4, and 269 lb down and 242 lb up at 10-5-0 on top chord, and 124 lb down and 182 lb up at 4-8-0, 2 lb down and 16 lb up at 6-8-12, and 2 lb down and 16 lb up at 8-4-4, and 124 lb down and 182 lb up at 10-4-4 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-7=-90, 12-15=-20 Concentrated Loads (lb) Vert: 3=77(F) 5=77(F) 10=79(F) 9=79(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. November 18,2021 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 77730 Truss GRF Truss Type Hip Girder Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011692 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-P_o_TbNbmO63m4mgV?MfzGFbPc0EdiWvwLBfUUyIKeI Scale = 1:23.7 1 2 3 4 5 6 10 9 8 7 5x6 5x6 3x4 3x4 2x3 2x3 3x6 2x3 3x6 2x3 1-8-0 1-8-0 1-11-13 0-3-13 6-8-0 4-8-3 7-7-12 0-11-12 12-3-15 4-8-3 12-7-12 0-3-13 14-3-12 1-8-0 0-0-2 1-11-13 1-11-13 3-7-14 1-8-1 6-8-0 3-0-2 7-7-12 0-11-12 10-7-14 3-0-2 12-3-15 1-8-1 14-3-12 1-11-13 14-3-14 0-0-2 0-4-13-1-60-4-13-1-65.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8], [4:0-3-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.57 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.17 -0.01 (loc) 9 8-9 7 l/defl >593 >718 n/a L/d 240 240 n/a PLATES MT20 Weight: 54 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 7-4-12 oc bracing. REACTIONS. (size)10=0-7-10, 7=0-7-10 Max Horz 10=-97(LC 6) Max Uplift 10=-868(LC 8), 7=-762(LC 8) Max Grav 10=962(LC 1), 7=962(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-661/777, 2-3=-828/919, 3-4=-651/871, 4-5=-828/916, 5-6=-660/777 BOT CHORD 1-10=-752/679, 9-10=-759/684, 8-9=-760/680, 7-8=-752/679, 6-7=-752/679 WEBS 2-10=-624/558, 5-7=-624/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=868, 7=762. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down and 377 lb up at 7-7-12, and 359 lb down and 377 lb up at 6-8-0 on top chord, and 59 lb down and 277 lb up at 6-8-0, and 59 lb down and 277 lb up at 7-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 4-6=-90, 11-14=-20 Concentrated Loads (lb) Vert: 3=-153(B) 4=-153(B) 9=-22(B) 8=-22(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. November 18,2021 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 77730 Truss GRG Truss Type HALF HIP GIRDER Qty 1 Ply 3 OLEANDER 3 CAR Job Reference (optional) T26011693 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-ejrOMgUEf9FnMTyPXO1mqA67BE4FEd3E?EsdISyIKe9 Scale = 1:71.9 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 6x8 5x8 5x6 3x6 3x5 3x4 4x5 6x10 3x4 3x4 4x6 3x4 4x4 4x4 7x8 4x4 4x4 3x4 4x4 3x5 4x4 4x5 4x8 6x8 4x6 6x8 1-8-0 1-8-0 1-11-13 0-3-13 4-5-10 2-5-13 6-8-0 2-2-6 10-5-13 3-9-13 14-3-10 3-9-13 19-8-10 5-5-0 24-11-14 5-3-4 30-3-2 5-3-4 35-6-6 5-3-4 40-11-6 5-5-0 0-0-2 1-11-13 1-11-13 4-5-10 2-5-13 6-8-0 2-2-6 10-5-13 3-9-13 14-3-10 3-9-13 19-8-10 5-5-0 24-11-14 5-3-4 30-3-2 5-3-4 35-6-6 5-3-4 40-11-6 5-5-0 0-4-13-1-61-0-05.00 12 Plate Offsets (X,Y)-- [4:0-2-12,0-4-0], [21:0-3-12,0-3-0], [24:0-5-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.64 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.73 -0.78 0.22 (loc) 19-20 19-20 14 l/defl >641 >599 n/a L/d 240 240 n/a PLATES MT20 Weight: 756 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-25: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 13-14,2-26: 2x6 SP No.2, 19-21: 2x4 SP M 30 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: 24-25 9-7-12 oc bracing: 21-22 9-9-2 oc bracing: 18-19. REACTIONS. (size)14=Mechanical, 26=0-7-10 Max Horz 26=168(LC 32) Max Uplift 14=-2717(LC 8), 26=-2321(LC 8) Max Grav 14=3133(LC 1), 26=3193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/230, 2-3=-7255/5398, 3-4=-7544/5687, 4-5=-11514/8860, 5-6=-14588/11597, 6-8=-14043/11175, 8-9=-10848/8917, 9-11=-10476/8754, 11-12=-8620/7291, 12-13=-5133/4380, 13-14=-3033/2554 BOT CHORD 1-26=-227/317, 25-26=-431/573, 23-24=-5456/7183, 22-23=-5333/7009, 21-22=-8856/11510, 6-21=-457/312, 19-20=-988/1203, 18-19=-8754/10476, 16-18=-7291/8620, 15-16=-4380/5133 WEBS 3-23=-292/187, 4-23=-226/456, 4-22=-3900/5003, 5-22=-2039/1679, 5-21=-2994/3372, 19-21=-8148/9925, 8-21=-2289/3242, 8-19=-1883/1364, 9-19=-198/446, 9-18=-809/532, 11-18=-1649/2092, 11-16=-1655/1272, 12-16=-3281/3931, 12-15=-2499/2013, 13-15=-4824/5665, 2-26=-2818/2101, 24-26=-638/357, 2-24=-4900/6587 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 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. November 18,2021 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 77730 Truss GRG Truss Type HALF HIP GIRDER Qty 1 Ply 3 OLEANDER 3 CAR Job Reference (optional) T26011693 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:20 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-ejrOMgUEf9FnMTyPXO1mqA67BE4FEd3E?EsdISyIKe9 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=2717, 26=2321. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 271 lb up at 6-8-0, 181 lb down and 152 lb up at 8-8-12, 180 lb down and 152 lb up at 10-8-12, 180 lb down and 152 lb up at 12-8-12, 141 lb down and 154 lb up at 14-8-12, 141 lb down and 154 lb up at 16-8-12, 141 lb down and 154 lb up at 18-8-12, 141 lb down and 154 lb up at 20-8-12, 141 lb down and 154 lb up at 22-8-12, 141 lb down and 154 lb up at 24-8-12, 141 lb down and 154 lb up at 26-8-12, 141 lb down and 154 lb up at 28-8-12, 141 lb down and 154 lb up at 30-8-12, 147 lb down and 154 lb up at 32-8-12, 150 lb down and 154 lb up at 34-8-12, 150 lb down and 154 lb up at 36-8-12, and 150 lb down and 154 lb up at 38-8-12, and 140 lb down and 154 lb up at 40-0-12 on top chord, and 236 lb down and 130 lb up at 6-8-0, 17 lb down at 8-8-12, 17 lb down at 10-8-12, 17 lb down at 12-8-12, 35 lb down and 107 lb up at 14-5-6, 35 lb down and 107 lb up at 16-8-12, 35 lb down and 107 lb up at 18-8-12, 35 lb down and 107 lb up at 20-8-12, 35 lb down and 107 lb up at 22-8-12, 35 lb down and 107 lb up at 24-8-12, 35 lb down and 107 lb up at 26-8-12, 35 lb down and 107 lb up at 28-8-12, 35 lb down and 107 lb up at 30-8-12, 35 lb down and 107 lb up at 32-8-12, 35 lb down and 107 lb up at 34-8-12, 35 lb down and 107 lb up at 36-8-12, and 35 lb down and 107 lb up at 38-8-12, and 42 lb down and 107 lb up at 40-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-13=-90, 25-27=-20, 21-24=-20, 14-20=-20 Concentrated Loads (lb) Vert: 4=-109(B) 7=-78(B) 21=-19(B) 6=-78(B) 17=-19(B) 23=-68(B) 22=-3(B) 5=-94(B) 9=-78(B) 18=-19(B) 10=-78(B) 30=-94(B) 31=-94(B) 32=-78(B) 33=-78(B) 34=-78(B) 36=-78(B) 37=-78(B) 39=-78(B) 41=-78(B) 42=-78(B) 43=-78(B) 44=-93(B) 45=-3(B) 46=-3(B) 47=-19(B) 48=-19(B) 49=-19(B) 50=-19(B) 51=-19(B) 52=-19(B) 53=-19(B) 54=-19(B) 55=-19(B) 56=-19(B) 57=-23(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 77730 Truss GRH Truss Type Common Girder Qty 1 Ply 2 OLEANDER 3 CAR Job Reference (optional) T26011694 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6vOma0UsQTNezdXb55Y?NNfNJeUuz5wNDucBrvyIKe8 Scale = 1:23.7 1 2 3 4 5 6 7 10 9 8 15 16 17 4x4 4x8 4x8 10x10 6x12 6x12 4x5 4x5 THDH28-3 HUS26 HUS26 1-8-0 1-8-0 1-11-13 0-3-13 7-1-14 5-2-1 12-3-15 5-2-1 12-7-12 0-3-13 14-3-12 1-8-0 0-0-2 1-11-13 1-11-13 4-7-5 2-7-8 7-1-14 2-6-8 9-8-6 2-6-9 12-3-15 2-7-9 14-3-12 1-11-13 0-4-13-3-130-4-15.00 12 Plate Offsets (X,Y)-- [9:0-5-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.36 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.05 (loc) 8-9 8-9 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-8,2-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-7-10, 10=0-7-10 Max Horz 10=99(LC 7) Max Uplift 8=-3143(LC 8), 10=-2373(LC 8) Max Grav 8=5554(LC 1), 10=3521(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-896/738, 2-3=-1029/821, 3-4=-5848/3853, 4-5=-5858/3857, 5-6=-3110/1679, 6-7=-3305/1722 BOT CHORD 1-10=-693/894, 9-10=-2890/4515, 8-9=-3110/5020, 7-8=-1496/2861 WEBS 4-9=-2779/4177, 6-8=-373/483, 2-10=-507/304, 3-9=-826/1153, 3-10=-4438/2791, 5-9=-578/546, 5-8=-2659/2013 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: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 9-3 2x4 - 1 row at 0-9-0 oc, member 3-10 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 5-8 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=3143, 10=2373. 9) Use USP THDH28-3 (With 36-16d nails into Girder & 12-16d nails into Truss) or equivalent at 6-10-4 from the left end to connect truss(es) to front face of bottom chord. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-8-12 from the left end to 10-8-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 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. November 18,2021 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 77730 Truss GRH Truss Type Common Girder Qty 1 Ply 2 OLEANDER 3 CAR Job Reference (optional) T26011694 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:21 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6vOma0UsQTNezdXb55Y?NNfNJeUuz5wNDucBrvyIKe8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 4-7=-90, 1-7=-20 Concentrated Loads (lb) Vert: 15=-3113(F) 16=-2109(F) 17=-2277(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 77730 Truss GRK Truss Type HIP GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011695 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-2IWW_hW6x4dMDwh_CWaTSokewRA9R?oghC5IvnyIKe6 Scale = 1:58.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4x8 3x6 4x8 3x4 3x6 3x4 3x6 4x4 3x4 3x5 6x10 2x3 4x5 3x4 4x4 3x4 3x6 3x6 3x4 1-8-0 1-8-0 1-11-13 0-3-13 6-8-0 4-8-3 11-7-9 4-11-10 16-6-7 4-10-14 20-5-7 3-11-0 22-3-12 1-10-4 28-1-12 5-10-1 32-9-15 4-8-3 33-1-12 0-3-13 34-9-12 1-8-0 0-0-2 1-11-13 1-11-13 6-8-0 4-8-3 11-7-9 4-11-10 16-6-7 4-10-14 20-5-7 3-11-0 22-3-12 1-10-4 28-1-12 5-10-1 32-9-15 4-8-3 34-9-12 1-11-13 34-9-14 0-0-2 0-4-13-1-60-4-13-1-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-5-4,0-2-0], [13:0-2-5,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.57 0.30 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.11 -0.03 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 175 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* 5-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 7-15 REACTIONS. (size)19=0-7-10, 15=0-7-10, 11=0-7-10 Max Horz 19=97(LC 7) Max Uplift 19=-860(LC 8), 15=-2849(LC 8), 11=-1123(LC 8) Max Grav 19=1067(LC 17), 15=2863(LC 1), 11=1226(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1129/1031, 3-4=-702/657, 4-5=-886/965, 5-7=-886/965, 7-8=-1126/1298, 8-9=-1429/1551 BOT CHORD 17-18=-858/992, 15-17=-515/743, 14-15=-1149/1126, 12-14=-1318/1237 WEBS 2-19=-982/860, 2-18=-930/964, 3-17=-321/419, 4-17=-414/367, 4-15=-1892/1781, 5-15=-710/536, 7-15=-2318/2431, 7-14=-489/367, 8-14=-173/264, 9-12=-1314/1250, 9-11=-1137/1007 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=860, 15=2849, 11=1123. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down and 383 lb up at 6-8-0, 142 lb down and 154 lb up at 8-8-12, 141 lb down and 154 lb up at 10-8-12, 141 lb down and 154 lb up at 12-8-12, 141 lb down and 154 lb up at 14-8-12, 141 lb down and 154 lb up at 16-1-0, 141 lb down and 154 lb up at 18-1-0, 141 lb down and 154 lb up at 20-1-0, 141 lb down and 154 lb up at 22-1-0, 141 lb down and 154 lb up at 24-1-0, and 142 lb down and 154 lb up at 26-1-0, and 359 lb down and 383 lb up at 28-1-12 on top chord, and 59 lb down and 277 lb up at 6-8-0, 35 lb down and 107 lb up at 8-8-12 , 35 lb down and 107 lb up at 10-8-12, 35 lb down and 107 lb up at 12-8-12, 35 lb down and 107 lb up at 14-8-12, 35 lb down and 94 lb up at 16-1-0, 35 lb down and 62 lb up at 18-1-0, 35 lb down and 62 lb up at 20-1-0, 35 lb down and 62 lb up at 22-1-0, 35 lb down and 62 lb up at 24-1-0, and 35 lb down and 62 lb up at 26-1-0, and 59 lb down and 169 lb up at 28-1-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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. November 18,2021 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 77730 Truss GRK Truss Type HIP GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011695 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:24 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-WU4uC1XkiOlDq4GAmE5i?0HpgrWOAS1pwsqrRDyIKe5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-8=-90, 8-10=-90, 20-23=-20 Concentrated Loads (lb) Vert: 3=-153(B) 8=-153(B) 18=-22(B) 7=-78(B) 14=-19(B) 12=-22(B) 26=-78(B) 27=-78(B) 28=-78(B) 29=-78(B) 30=-78(B) 32=-78(B) 33=-78(B) 34=-78(B) 35=-78(B) 36=-19(B) 37=-19(B) 38=-19(B) 39=-19(B) 40=-19(B) 41=-19(B) 42=-19(B) 43=-19(B) 44=-19(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 77730 Truss GRL Truss Type COMMON GIRDER Qty 1 Ply 3 OLEANDER 3 CAR Job Reference (optional) T26011696 8.430 s Jul 16 2021 MiTek Industries, Inc. Thu Nov 18 13:09:47 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-0DuZUzlEPuXWieZSWPliHmCHLk?JVOSIzfWUzoyI6vI Scale = 1:62.1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13303132333435363738 39 40 5x6 5x8 6x8 10x18 MT20HS WB 8x10 3x4 3x4 7x8 6x8 5x6 10x10 5x6 7x8 5x6 3x8 12x20 4x4 4x4 10x18 MT20HS 7x8 3x6 THD26-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1-8-0 1-8-0 1-11-13 0-3-13 4-5-14 2-6-2 6-11-0 2-5-2 12-3-3 5-4-3 17-4-14 5-1-11 22-6-9 5-1-11 27-10-12 5-4-3 33-1-12 5-3-0 0-0-2 1-11-13 1-11-13 4-5-14 2-6-2 6-11-0 2-5-2 12-3-3 5-4-3 17-4-14 5-1-11 22-6-9 5-1-11 27-10-12 5-4-3 33-1-12 5-3-0 0-4-17-7-11-0-65.00 12 Plate Offsets (X,Y)-- [2:0-8-14,0-1-0], [2:0-1-4,0-0-0], [3:0-4-0,0-4-0], [9:0-4-0,Edge], [10:0-3-0,0-3-8], [12:Edge,0-6-7], [14:0-3-8,0-4-12], [17:0-2-12,0-4-8], [19:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.97 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.57 0.18 0.34 (loc) 13-14 13-14 12 16-17 l/defl >999 >661 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 757 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-5,9-12: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 2-21: 2x6 SP No.2, 7-16,3-19: 2x4 SP M 30 OTHERS 2x6 SP No.2 SLIDER Right 2x8 SP 2400F 2.0E 4-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)21=0-7-10, 12=0-7-10 Max Horz 21=241(LC 7) Max Uplift 21=-7143(LC 8), 12=-6974(LC 8) Max Grav 21=13571(LC 1), 12=15030(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15364/7979, 2-3=-17711/9255, 3-4=-25571/13333, 4-5=-24020/11719, 5-6=-23928/11726, 6-7=-19009/9200, 7-8=-19065/9217, 8-9=-24011/11442, 9-10=-24104/11426, 10-11=-25905/12120, 11-12=-13837/6446 BOT CHORD 1-21=-7849/15143, 20-21=-7884/15143, 19-20=-7884/15143, 19-30=-12450/24039, 18-30=-12450/24039, 18-31=-12450/24039, 17-31=-12450/24039, 17-32=-10612/22093, 32-33=-10612/22093, 33-34=-10612/22093, 16-34=-10612/22093, 16-35=-10438/22373, 35-36=-10438/22373, 15-36=-10438/22373, 14-15=-10438/22373, 14-37=-10680/23044, 37-38=-10680/23044, 13-38=-10680/23044, 13-39=-10680/23044, 39-40=-10680/23044, 12-40=-10680/23044 WEBS 2-21=-6144/3298, 4-19=-1070/540, 4-17=-2247/2066, 6-17=-3094/6012, 6-16=-6422/3418, 7-16=-6786/14066, 8-16=-7090/3177, 8-14=-2554/6091, 10-14=-830/271, 10-13=-1450/3430, 3-19=-5611/10930, 3-20=-5664/2885 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-6-0 oc, Except member 17-4 2x4 - 1 row at 0-9-0 oc , member 6-17 2x4 - 1 row at 0-9-0 oc, member 16-6 2x4 - 1 row at 0-9-0 oc, member 16-7 2x4 - 1 row at 0-9-0 oc, member 16-8 2x4 - 1 row at 0-9-0 oc, member 8-14 2x4 - 1 row at 0-9-0 oc, member 14-10 2x4 - 1 row at 0-9-0 oc, member 10-13 2x4 - 1 row at 0-9-0 oc, member 19-3 2x4 - 1 row at 0-9-0 oc, member 3-20 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 Ply to ply nailing inadequate: TC: (25571x0.02)/(1.5x3x1.25x41)=3 nail/15" 3/2=2 nails on 1 row with spacing is 0-9-0 =. it's OK. ALL CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. 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. November 18,2021 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 77730 Truss GRL Truss Type COMMON GIRDER Qty 1 Ply 3 OLEANDER 3 CAR Job Reference (optional) T26011696 8.430 s Jul 16 2021 MiTek Industries, Inc. Thu Nov 18 13:09:47 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-0DuZUzlEPuXWieZSWPliHmCHLk?JVOSIzfWUzoyI6vI NOTES- 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7143 lb uplift at joint 21 and 6974 lb uplift at joint 12. 11) Use USP THD26-2 () or equivalent at 6-9-8 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 12) Use USP HUS26 () or equivalent spaced at 2-0-0 oc max. starting at 8-8-12 from the left end to 30-8-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-90, 7-12=-90, 1-24=-20 Concentrated Loads (lb) Vert: 19=-2655(F) 14=-1851(F) 30=-1857(F) 31=-1857(F) 32=-1857(F) 33=-1857(F) 34=-1853(F) 35=-1857(F) 36=-1857(F) 37=-1836(F) 38=-1836(F) 39=-1836(F) 40=-1836(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 77730 Truss GRM Truss Type MONOPITCH GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011697 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-x3m1q3Zd?J7nhY_lRMfPdevPo2QUNl_Gcq3V2YyIKe2 Scale = 1:42.9 1 2 3 4 5 6 9 8 7 16 3x6 3x4 6x8 3x10 5x6 3x4 3x4 3x4 3x4 HUS26 HUS26 5-1-0 5-1-0 9-10-8 4-9-8 14-11-8 5-1-0 5-1-0 5-1-0 9-10-8 4-9-8 14-11-8 5-1-0 1-0-67-3-35.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-0], [7:Edge,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.25 0.79 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.07 -0.02 (loc) 9-14 9-14 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-1 oc bracing. REACTIONS. (size)7=0-7-10, 1=0-7-10 Max Horz 1=384(LC 8) Max Uplift 7=-897(LC 8), 1=-1644(LC 8) Max Grav 7=954(LC 1), 1=2100(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1717/1302, 3-5=-889/563 BOT CHORD 1-9=-1504/1585, 8-9=-1504/1585, 7-8=-707/753 WEBS 3-9=-512/465, 3-8=-960/919, 5-8=-613/528, 5-7=-1034/972 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=897, 1=1644. 6) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-8 from the left end to 3-0-8 to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-90, 7-10=-20 Concentrated Loads (lb) Vert: 14=-766(F) 16=-659(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. November 18,2021 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 77730 Truss GRP Truss Type HALF HIP GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011698 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-tStnFlbtXwNVxr87Znhti3_g_sDprf1Z38Yc7RyIKe0 Scale = 1:27.9 1 2 3 4 5 10 9 8 7 6 14 15 16 17 18 19 20 21 22 4x8 3x6 3x4 3x6 4x4 2x3 4x10 4x5 3x6 3x4 1-8-0 1-8-0 1-11-13 0-3-13 6-8-0 4-8-3 11-7-12 4-11-12 16-7-8 4-11-12 0-0-2 1-11-13 1-11-13 3-7-14 1-8-1 6-8-0 3-0-2 11-7-12 4-11-12 16-7-8 4-11-12 0-4-13-1-65.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.29 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.08 -0.01 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 85 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 5-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-11-13 oc bracing: 7-9. REACTIONS. (size)6=0-7-10, 10=0-7-10 Max Horz 10=173(LC 8) Max Uplift 6=-1079(LC 5), 10=-1211(LC 8) Max Grav 6=1226(LC 1), 10=1320(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1583/1518, 3-4=-1564/1423, 4-5=-1564/1423, 5-6=-1145/997 BOT CHORD 7-9=-1443/1373 WEBS 4-7=-795/587, 5-7=-1604/1753, 2-10=-1223/1040, 2-9=-1267/1362 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1079, 10=1211. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 359 lb down and 383 lb up at 6-8-0, 149 lb down and 154 lb up at 8-8-12, 170 lb down and 172 lb up at 10-8-12, and 170 lb down and 172 lb up at 12-8-12, and 170 lb down and 172 lb up at 14-8-12 on top chord, and 59 lb down and 169 lb up at 6-8-0, 35 lb down and 62 lb up at 8-8-12, 93 lb down and 5 lb up at 10-8-12, and 93 lb down and 5 lb up at 12-8-12, and 93 lb down and 5 lb up at 14-8-12 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 6-11=-20 Concentrated Loads (lb) Vert: 3=-153(B) 9=-22(B) 15=-78(B) 16=-112(B) 17=-112(B) 18=-112(B) 19=-19(B) 20=-42(B) 21=-42(B) 22=-42(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. November 18,2021 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 77730 Truss H Truss Type Common Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011699 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-tStnFlbtXwNVxr87Znhti3_j1sCHrqRZ38Yc7RyIKe0 Scale = 1:23.3 1 2 3 4 5 8 7 6 15 16 17 18 3x4 3x4 2x3 4x4 3x6 2x3 3x6 2x3 1-8-0 1-8-0 1-11-13 0-3-13 7-1-14 5-2-1 12-3-15 5-2-1 12-7-12 0-3-13 14-3-12 1-8-0 0-0-2 7-1-14 7-1-14 14-3-12 7-1-14 14-3-14 0-0-2 0-4-13-3-130-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.33 0.32 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.01 0.07 (loc) 7 7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 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 10-0-0 oc bracing. REACTIONS. (size)8=0-7-10, 6=0-7-10 Max Horz 8=104(LC 11) Max Uplift 8=-439(LC 12), 6=-333(LC 12) Max Grav 8=787(LC 1), 6=787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-368/60, 2-3=-541/323, 3-4=-541/323, 4-5=-367/72 BOT CHORD 1-8=-85/397, 7-8=-85/397, 6-7=-85/397, 5-6=-85/397 WEBS 2-8=-571/678, 4-6=-571/678 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-1-14, Exterior(2R) 7-1-14 to 10-1-14, Interior(1) 10-1-14 to 14-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=439, 6=333. 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. November 18,2021 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 77730 Truss J1 Truss Type JACK-OPEN Qty 24 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011700 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-LeR9S5bVIEVMY?jK7UC6EHXqUGSzaHfiIoH9ftyIKe? Scale = 1:10.1 1 2 5 3 43x4 3x6 3x5 2-3-10 2-3-10 2-8-0 0-4-6 0-0-2 0-0-2 2-8-0 2-8-0 0-4-11-5-61-0-151-5-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.61 0.74 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.03 -0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-7-10 Max Horz 5=67(LC 12) Max Uplift 3=-139(LC 1), 4=-176(LC 1), 5=-429(LC 12) Max Grav 3=91(LC 12), 4=126(LC 12), 5=602(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-318/682 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) except (jt=lb) 3=139, 4=176, 5=429.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. November 18,2021 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 77730 Truss J2 Truss Type Jack-Open Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011701 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-pr?YgQc73YdDA9IWgCjLnU4?PgqdJlRrXS1jBKyIKe_ Scale = 1:13.2 1 2 5 9 3 4 3x4 3x6 2x3 1-8-0 1-8-0 1-11-13 0-3-13 4-2-0 2-2-3 0-0-2 0-0-2 4-2-0 4-2-0 0-4-12-0-141-8-72-0-145.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.60 0.59 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.04 -0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 4-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-7-10 Max Horz 5=106(LC 12) Max Uplift 3=-40(LC 9), 4=-25(LC 1), 5=-275(LC 12) Max Grav 3=55(LC 17), 4=27(LC 12), 5=437(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/94 WEBS 2-5=-290/565 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=275.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. November 18,2021 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 77730 Truss J3 Truss Type JACK-OPEN Qty 21 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011702 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-H1Zwtmdmqrm4oJtiEvFaKicCV3A72Cv?l6mGjmyIKdz Scale = 1:14.2 1 2 5 9 3 10 4 3x4 3x6 2x3 1-8-0 1-8-0 1-11-13 0-3-13 4-8-0 2-8-3 0-0-2 0-0-2 4-8-0 4-8-0 0-4-12-3-61-10-152-3-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.63 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.03 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-7-10 Max Horz 5=119(LC 12) Max Uplift 3=-63(LC 12), 4=-52(LC 9), 5=-329(LC 12) Max Grav 3=78(LC 17), 4=24(LC 3), 5=445(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-262/115 BOT CHORD 1-5=-111/264 WEBS 2-5=-315/518 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-7-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=329. 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. November 18,2021 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 77730 Truss J5 Truss Type JACK-OPEN Qty 59 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011703 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-H1Zwtmdmqrm4oJtiEvFaKicEc3D?2Cp?l6mGjmyIKdz Scale = 1:19.1 1 2 5 9 10 3 11 12 4 3x4 3x6 2x3 1-8-0 1-8-0 1-11-13 0-3-13 6-8-0 4-8-3 0-0-2 0-0-2 6-8-0 6-8-0 0-4-13-1-62-8-153-1-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.39 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.03 -0.06 (loc) 4-5 4-5 3 l/defl >501 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 22 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-7-10 Max Horz 5=171(LC 12) Max Uplift 3=-136(LC 12), 4=-95(LC 9), 5=-384(LC 12) Max Grav 3=168(LC 1), 4=75(LC 3), 5=519(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/189 BOT CHORD 1-5=-147/334 WEBS 2-5=-456/540 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-7-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) 4 except (jt=lb) 3=136, 5=384. 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. November 18,2021 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 77730 Truss JA3 Truss Type Jack-Open Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011704 8.430 s Jul 16 2021 MiTek Industries, Inc. Thu Nov 18 13:20:56 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-wwpUujrtrSpbTSD1CPFbvrPhpQUzl8VmpF4NyWyI6kr Scale = 1:14.3 1 4 2 3 3x4 3x5 3-0-0 3-0-0 3-0-0 3-0-0 1-0-62-3-60-8-95.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.46 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical. (lb) - Max Horz 4=72(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 1, 2, 3 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 7) 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. November 18,2021 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 77730 Truss JA5 Truss Type Jack-Open Qty 3 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011705 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-EQhgISe0MT0o1d05MKH2P7iTntohW8pIDQFNneyIKdx Scale = 1:18.4 1 4 5 6 2 3 4x5 3x4 5-0-0 5-0-0 5-0-0 5-0-0 1-0-63-1-62-8-153-1-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.78 0.88 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.07 0.07 (loc) 3-4 3-4 2 3-4 l/defl >999 >936 n/a >829 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 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 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. REACTIONS. (size)4=0-7-10, 2=Mechanical, 3=Mechanical Max Horz 4=124(LC 12) Max Uplift 4=-68(LC 12), 2=-150(LC 12), 3=-10(LC 12) Max Grav 4=264(LC 1), 2=202(LC 1), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-230/271 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=150.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. November 18,2021 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 77730 Truss JC3 Truss Type Jack-Open Qty 2 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011706 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-icF2Wofe6m8ffmbHv2oHxKEhnHDuFZORR4?wJ5yIKdw Scale = 1:14.2 1 2 3 8 7 6 4 5 3x4 3x4 3x4 3x4 3x6 2x3 1-8-0 1-8-0 1-11-13 0-3-13 4-5-10 2-5-13 4-8-0 0-2-6 0-0-2 4-8-0 4-8-0 0-4-12-3-61-3-61-10-151-0-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.64 0.50 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.03 -0.01 (loc) 7-8 7-8 5 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 6-7. REACTIONS. (size)4=Mechanical, 5=Mechanical, 8=0-7-10 Max Horz 8=119(LC 12) Max Uplift 4=-45(LC 12), 5=-6(LC 9), 8=-265(LC 12) Max Grav 4=73(LC 17), 5=51(LC 10), 8=464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-279/106 BOT CHORD 1-8=-111/264 WEBS 2-8=-340/577 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-10, Interior(1) 3-0-10 to 4-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 8=265. 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. November 18,2021 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 77730 Truss JC5 Truss Type Jack-Open Qty 4 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011707 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-icF2Wofe6m8ffmbHv2oHxKEdrHEPFZJRR4?wJ5yIKdw Scale = 1:19.1 1 2 3 8 7 6 12 13 4 5 3x4 3x4 3x4 3x4 2x3 3x6 1-8-0 1-8-0 1-11-13 0-3-13 4-5-10 2-5-13 6-8-0 2-2-6 0-0-2 1-11-13 1-11-13 4-5-10 2-5-13 6-8-0 2-2-6 0-4-13-1-62-1-62-8-151-0-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.89 0.40 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.06 0.13 (loc) 7 7 5 7 l/defl >959 >547 n/a >414 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. REACTIONS. (size)4=Mechanical, 5=Mechanical, 8=0-7-10 Max Horz 8=171(LC 12) Max Uplift 4=-130(LC 12), 8=-281(LC 12) Max Grav 4=197(LC 17), 5=46(LC 3), 8=519(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-369/168 BOT CHORD 1-8=-149/333 WEBS 2-8=-428/595 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=130, 8=281. 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. November 18,2021 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 77730 Truss K Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011708 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-e_MpwUhueOOMu4lg1Sql1lK1B4xFjIwkvOU1OzyIKdu Scale = 1:58.7 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 24 25 26 27 28 29 30 31 32 33 34 5x6 3x6 4x8 3x4 3x4 3x6 3x4 3x6 4x8 3x4 6x8 4x4 3x4 3x6 3x6 3x5 3x4 1-8-0 1-8-0 1-11-13 0-3-13 8-8-0 6-8-3 16-6-7 7-10-7 21-3-4 4-8-13 26-1-12 4-10-9 32-9-15 6-8-3 33-1-12 0-3-13 34-9-12 1-8-0 0-0-2 1-11-13 1-11-13 8-8-0 6-8-3 16-6-7 7-10-7 21-3-4 4-8-13 26-1-12 4-10-9 32-9-15 6-8-3 34-9-12 1-11-13 0-4-13-11-60-4-13-11-65.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-2-8], [7:0-5-4,0-2-0], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.38 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.10 0.01 (loc) 10-11 14-16 10 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 176 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)17=0-7-10, 14=0-7-10, 10=0-7-10 Max Horz 17=127(LC 11) Max Uplift 17=-464(LC 12), 14=-1233(LC 12), 10=-783(LC 12) Max Grav 17=922(LC 21), 14=1900(LC 1), 10=1020(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-814/264, 3-4=-608/292, 4-6=-366/337, 6-7=-497/1088, 7-8=-989/1556, 8-9=-174/456 BOT CHORD 1-17=-74/255, 16-17=-104/350, 14-16=-337/616, 13-14=-838/497, 11-13=-1290/796, 10-11=-434/241, 9-10=-434/241 WEBS 2-17=-863/626, 2-16=-140/447, 3-16=-355/360, 4-16=-634/1028, 4-14=-1116/708, 7-11=-613/202, 8-11=-950/558, 8-10=-965/963, 6-14=-1048/1837, 6-13=-885/298, 7-13=-376/622 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 12-10-15, Interior(1) 12-10-15 to 26-1-12, Exterior(2R) 26-1-12 to 30-4-11, Interior(1) 30-4-11 to 34-9-12 zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=464, 14=1233, 10=783. 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. November 18,2021 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 77730 Truss K1 Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011709 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6BwB8qiWPhWDWEKsbAL_ZzsCaUDrSkFt82DawQyIKdt Scale = 1:56.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 23 24 25 26 27 28 29 30 31 4x8 4x10 5x10 5x6 3x4 3x6 2x3 3x4 4x5 3x4 6x8 2x3 3x4 2x3 3x6 1-8-0 1-8-0 1-11-13 0-3-13 10-8-0 8-8-3 16-6-7 5-10-7 24-1-12 7-7-5 33-1-12 9-0-0 0-0-2 1-11-13 1-11-13 6-3-14 4-4-1 10-8-0 4-4-1 16-6-7 5-10-7 24-1-12 7-7-5 28-6-0 4-4-4 33-1-12 4-7-12 0-4-14-9-61-0-64-9-65.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-7-0,0-2-4], [9:0-8-1,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.61 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.20 0.02 (loc) 10-18 14-15 9 l/defl >596 >877 n/a L/d 240 240 n/a PLATES MT20 Weight: 174 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 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (size)9=Mechanical, 15=0-7-10, 12=0-7-10 Max Horz 15=147(LC 11) Max Uplift 9=-674(LC 12), 15=-435(LC 12), 12=-1306(LC 12) Max Grav 9=786(LC 22), 15=900(LC 21), 12=2025(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/8, 3-4=-490/143, 4-5=-190/439, 5-6=-190/439, 6-7=-760/1496, 7-9=-1056/1708 BOT CHORD 1-15=0/332, 14-15=-185/696, 12-14=0/401, 10-12=-1215/648, 9-10=-1510/933 WEBS 2-15=-308/336, 3-15=-736/475, 3-14=-354/313, 4-14=-61/354, 4-12=-940/410, 5-12=-717/467, 6-12=-1205/1921, 6-10=-1203/403, 7-10=-348/403 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 14-10-15, Interior(1) 14-10-15 to 24-1-12, Exterior(2R) 24-1-12 to 28-8-0, Interior(1) 28-8-0 to 33-1-12 zone; cantilever left exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=674, 15=435, 12=1306. 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. November 18,2021 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 77730 Truss K2 Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011710 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-aNUZLAi9A?e47Ov28ttD6APRHufuBAR1Miz8SsyIKds Scale = 1:56.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 25 26 27 28 29 30 31 32 33 34 4x8 4x8 3x10 5x6 3x4 3x6 3x4 3x6 4x4 3x4 3x4 2x3 6x8 3x4 3x4 2x3 3x6 1-8-0 1-8-0 1-11-13 0-3-13 7-3-14 5-4-1 12-8-0 5-4-1 17-7-2 4-11-2 22-1-12 4-6-10 27-6-0 5-4-4 33-1-12 5-7-12 0-0-2 1-11-13 1-11-13 7-3-14 5-4-1 12-8-0 5-4-1 17-7-2 4-11-2 22-1-12 4-6-10 27-6-0 5-4-4 33-1-12 5-7-12 0-4-15-7-61-0-65-7-65.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-5-8,0-2-0], [9:0-8-5,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.24 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.05 0.01 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 186 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 2x8 SP 2400F 2.0E 2-6-0 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)9=Mechanical, 17=0-7-10, 13=0-10-13 Max Horz 17=176(LC 11) Max Uplift 9=-575(LC 12), 17=-423(LC 12), 13=-1369(LC 12) Max Grav 9=679(LC 22), 17=925(LC 21), 13=2133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-334/58, 2-3=-883/236, 3-4=-337/55, 4-5=-571/584, 5-6=-571/584, 6-7=-283/530, 7-9=-861/1427 BOT CHORD 1-17=0/297, 16-17=-153/262, 14-16=-136/814, 13-14=0/434, 11-13=-269/180, 10-11=-1201/751, 9-10=-1201/751 WEBS 2-17=-835/479, 2-16=-210/722, 3-14=-611/418, 4-14=-139/401, 4-13=-1044/673, 5-13=-487/319, 6-13=-1045/1717, 6-11=-1195/429, 7-11=-686/1137, 7-10=-615/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 16-10-15, Interior(1) 16-10-15 to 22-1-12, Exterior(2R) 22-1-12 to 26-4-11, Interior(1) 26-4-11 to 33-1-12 zone; cantilever left exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=575, 17=423, 13=1369. 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. November 18,2021 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 77730 Truss K3 Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011711 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-2Z2xZVjnxJmxlYUFibOSeOxbmIyvwgGAbLih?IyIKdr Scale = 1:57.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 25 26 27 28 29 30 31 32 33 34 3x6 4x8 3x6 3x10 5x6 3x4 3x6 3x4 3x6 4x4 3x4 3x4 3x6 6x8 3x4 2x3 3x6 1-8-0 1-8-0 1-11-13 0-3-13 8-4-0 6-4-3 14-8-0 6-4-0 19-3-7 4-7-7 19-3-11 0-0-4 20-1-12 0-10-1 26-5-12 6-4-0 33-1-6 6-7-10 33-1-12 0-0-6 0-0-2 1-11-13 1-11-13 8-4-0 6-4-3 14-8-0 6-4-0 19-3-7 4-7-7 20-1-12 0-10-5 26-5-12 6-4-0 33-1-12 6-8-0 0-4-16-5-61-0-66-5-65.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0], [7:0-3-0,0-2-4], [10:0-8-5,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.36 0.45 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.09 0.01 (loc) 11-13 14-16 10 l/defl >735 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 180 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 2x8 SP 2400F 2.0E 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 1 Row at midpt 5-13, 8-13 REACTIONS. (size)10=0-4-8, 17=0-7-10, 13=0-4-7 Max Horz 17=205(LC 11) Max Uplift 10=-586(LC 12), 17=-562(LC 12), 13=-1144(LC 12) Max Grav 10=708(LC 22), 17=1109(LC 1), 13=1867(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-292/17, 2-4=-1225/495, 4-5=-534/278, 7-8=-133/276, 8-10=-853/1292 BOT CHORD 16-17=-153/345, 14-16=-361/1107, 13-14=0/468, 11-13=-1076/769, 10-11=-1076/769 WEBS 2-17=-1019/697, 2-16=-462/924, 4-14=-751/477, 5-14=-135/481, 5-13=-954/413, 6-13=-629/478, 8-13=-935/1619, 8-11=-832/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-8-0, Exterior(2R) 14-8-0 to 18-10-15, Interior(1) 18-10-15 to 20-1-12, Exterior(2R) 20-1-12 to 24-4-11, Interior(1) 24-4-11 to 33-1-12 zone; cantilever left exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=586, 17=562, 13=1144. 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. November 18,2021 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 77730 Truss K4 Truss Type HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011712 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-?yAi_Bl1Tw0f_redq0Qwjp1ug5dVOXIT2fBo3ByIKdp Scale = 1:56.8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 19 20 21 22 23 5x8 5x6 5x6 5x8 3x4 4x6 4x5 3x6 6x8 3x4 3x4 6x8 3x6 4x8 4x6 1-8-0 1-8-0 1-11-13 0-3-13 9-2-15 7-3-2 16-8-0 7-5-1 18-1-12 1-5-12 25-6-13 7-5-1 33-1-12 7-6-15 0-0-2 1-11-13 1-11-13 9-2-15 7-3-2 16-8-0 7-5-1 18-1-12 1-5-12 25-6-13 7-5-1 33-1-12 7-6-15 0-4-17-3-61-0-67-3-65.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-4], [4:0-3-0,0-2-4], [5:0-3-0,0-2-4], [6:0-4-0,0-3-4], [9:0-3-8,0-3-0], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.44 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.32 0.06 0.13 (loc) 9-11 9-11 8 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 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* 7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 1 Row at midpt 2-14, 3-12, 6-11 REACTIONS. (size)15=0-7-10, 8=0-7-10 Max Horz 15=233(LC 11) Max Uplift 15=-927(LC 12), 8=-733(LC 12) Max Grav 15=1927(LC 1), 8=1694(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-307/70, 2-3=-2844/1329, 3-4=-2191/1158, 4-5=-1900/1159, 5-6=-2193/1169, 6-7=-2905/1388, 7-8=-1617/851 BOT CHORD 1-15=-86/342, 14-15=-173/506, 12-14=-1131/2515, 11-12=-745/1900, 9-11=-1178/2576, 8-9=-241/408 WEBS 2-15=-1812/1171, 2-14=-1160/2210, 3-12=-806/440, 4-12=-210/428, 5-11=-237/445, 6-11=-871/509, 7-9=-975/2180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-8-0, Exterior(2E) 16-8-0 to 18-1-12, Exterior(2R) 18-1-12 to 22-4-11, Interior(1) 22-4-11 to 32-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=927, 8=733. 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. November 18,2021 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 77730 Truss K5 Truss Type Roof Special Qty 2 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011713 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-T8j4BXlfEE8Wc?CqNjx9G0Z2NVrz70ScHJxLbdyIKdo Scale = 1:55.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 23 24 25 26 4x6 3x6 3x4 4x6 3x4 3x4 6x8 6x10 3x4 3x4 4x6 4x5 3x6 6x8 3x4 4x10 5x8 4x5 4x8 1-8-0 1-8-0 1-11-13 0-3-13 9-7-0 7-7-3 17-4-14 7-9-14 21-5-6 4-0-8 30-4-2 8-10-12 33-1-12 2-9-10 0-0-2 1-11-13 1-11-13 9-7-0 7-7-3 17-4-14 7-9-14 21-5-6 4-0-8 25-10-12 4-5-6 30-4-2 4-5-6 33-1-12 2-9-10 0-4-17-7-11-0-61-0-05.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [11:Edge,0-3-8], [13:0-3-8,0-3-4], [14:0-2-12,0-3-4], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.94 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.62 0.21 0.24 (loc) 13-14 13-14 11 13-14 l/defl >999 >604 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 6-15,9-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-13: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. WEBS 1 Row at midpt 2-18, 3-16 REACTIONS. (size)11=0-7-10, 19=0-7-10 Max Horz 19=243(LC 11) Max Uplift 11=-735(LC 12), 19=-929(LC 12) Max Grav 11=1699(LC 1), 19=1931(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/75, 2-3=-2868/1339, 3-5=-2144/1149, 5-6=-2934/1620, 6-8=-3003/1530, 8-9=-5028/2488, 9-10=-4628/2262, 10-11=-1647/837 BOT CHORD 1-19=-92/367, 18-19=-180/544, 16-18=-1141/2532, 6-14=-361/292, 13-14=-1599/3416, 9-13=-285/222 WEBS 2-19=-1813/1188, 2-18=-1171/2206, 3-16=-847/474, 14-16=-674/1872, 5-14=-804/1552, 8-14=-840/540, 8-13=-653/1389, 10-13=-1903/3960 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-4-14, Exterior(2R) 17-4-14 to 20-4-14, Interior(1) 20-4-14 to 33-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=735, 19=929. 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. November 18,2021 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 77730 Truss K6 Truss Type Common Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011714 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-xLHSOtmH?XGNE9n0xQSOpE6DLvJ_sT4mWzgv83yIKdn Scale = 1:54.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 4x6 4x6 5x6 WB 3x4 4x6 4x5 3x6 6x8 3x4 3x8 3x4 6x8 3x6 4x8 4x6 1-8-0 1-8-0 1-11-13 0-3-13 9-7-0 7-7-3 17-4-14 7-9-14 25-2-12 7-9-14 33-1-12 7-11-0 0-0-2 1-11-13 1-11-13 9-7-0 7-7-3 17-4-14 7-9-14 25-2-12 7-9-14 33-1-12 7-11-0 0-4-17-7-11-0-65.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,Edge], [10:0-3-8,0-3-0], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.58 0.44 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.28 0.06 0.14 (loc) 10-12 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 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* 8-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 1 Row at midpt 2-14, 3-12, 7-12, 8-10 REACTIONS. (size)15=0-7-10, 9=0-7-10 Max Horz 15=243(LC 11) Max Uplift 15=-927(LC 12), 9=-733(LC 12) Max Grav 15=1927(LC 1), 9=1694(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/75, 2-3=-2854/1333, 3-5=-2141/1148, 5-7=-2143/1159, 7-8=-2910/1404, 8-9=-1614/859 BOT CHORD 1-15=-93/371, 14-15=-183/549, 12-14=-1137/2518, 10-12=-1178/2576, 9-10=-250/430 WEBS 2-15=-1808/1189, 2-14=-1158/2183, 3-12=-845/469, 5-12=-412/896, 7-12=-906/532, 8-10=-961/2158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-4-14, Exterior(2R) 17-4-14 to 20-4-14, Interior(1) 20-4-14 to 32-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=927, 9=733. 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. November 18,2021 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 77730 Truss KJ3 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011715 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-PXrqcDnvmrOErJMCV8_dLRfO?JdHb5HvldQSgWyIKdm Scale = 1:14.6 1 2 5 9 3 10 43x4 2x3 2x3 2-3-14 2-3-14 6-6-7 4-2-9 0-0-3 0-0-3 2-9-5 2-9-5 3-6-12 0-9-7 6-6-7 2-11-11 0-4-12-3-20-4-11-11-12-3-23.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.59 0.56 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.05 0.09 -0.11 -0.07 (loc) 4-5 4-5 3 4-5 l/defl >907 >498 n/a >621 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 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-10-13 Max Horz 5=119(LC 8) Max Uplift 3=-80(LC 5), 4=-145(LC 16), 5=-532(LC 8) Max Grav 3=119(LC 28), 4=68(LC 24), 5=663(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-400/270 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) 3 except (jt=lb) 4=145, 5=532. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 lb down and 267 lb up at 3-10-5, and 167 lb down and 267 lb up at 3-10-5 on top chord, and 181 lb down and 204 lb up at 3-10-5, and 181 lb down and 204 lb up at 3-10-5 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 9=215(F=107, B=107) 10=213(F=107, B=107) 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. November 18,2021 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 77730 Truss KJ5 Truss Type DIAGONAL HIP GIRDER Qty 9 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011716 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-tjPDpZoYX9W5TTxO3rVsufBX0jyFKY83zH90CyyIKdl Scale = 1:18.9 1 2 5 9 10 3 11 12 4 3x4 2x3 2x3 2-3-14 2-3-14 5-11-2 3-7-3 9-4-6 3-5-4 0-0-3 0-0-3 2-9-5 2-9-5 4-11-11 2-2-7 9-4-6 4-4-11 0-4-13-1-22-9-13-1-23.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.58 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.14 0.21 -0.14 0.15 (loc) 4-5 4-5 3 4-5 l/defl >541 >369 n/a >524 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-10-13 Max Horz 5=170(LC 8) Max Uplift 3=-171(LC 8), 4=-139(LC 9), 5=-624(LC 8) Max Grav 3=240(LC 28), 4=70(LC 3), 5=756(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-638/353 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 100 lb uplift at joint(s) except (jt=lb) 3=171, 4=139, 5=624. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 lb down and 267 lb up at 3-10-5, 167 lb down and 267 lb up at 3-10-5, and 123 lb down and 73 lb up at 6-8-4, and 123 lb down and 73 lb up at 6-8-4 on top chord, and 181 lb down and 204 lb up at 3-10-5, 181 lb down and 204 lb up at 3-10-5, and 16 lb up at 6-8-4, and 16 lb up at 6-8-4 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 9=215(F=107, B=107) 11=213(F=107, B=107) 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. November 18,2021 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 77730 Truss KJC5 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011717 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-Lwzb1vpAISey5dWbcZ05Qsknu6FV3_WCCxvZkOyIKdk Scale = 1:18.9 1 2 3 9 8 7 6 13 14 4 15 16 5 3x4 3x4 5x6 3x6 3x4 2x3 2x3 2-3-14 2-3-14 2-9-5 0-5-7 6-3-1 3-5-13 9-4-6 3-1-5 0-0-3 2-9-5 2-9-5 3-6-13 0-9-8 6-3-1 2-8-4 7-8-0 1-4-14 9-4-6 1-8-6 0-4-13-1-22-1-22-9-11-0-03.54 12 Plate Offsets (X,Y)-- [8:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.77 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 -0.04 -0.04 (loc) 7 7 4 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 3-8: 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, Except: 10-0-0 oc bracing: 5-6. REACTIONS. (size)4=Mechanical, 5=Mechanical, 9=0-10-13 Max Horz 9=170(LC 24) Max Uplift 4=-89(LC 8), 5=-101(LC 5), 9=-581(LC 8) Max Grav 4=142(LC 17), 5=227(LC 30), 9=808(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-508/300, 2-3=-530/319 BOT CHORD 1-9=-252/519, 8-9=-248/348, 6-7=-375/694 WEBS 3-6=-721/389, 2-9=-502/311 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=101, 9=581. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 lb down and 267 lb up at 3-10-5, 167 lb down and 267 lb up at 3-10-5, and 124 lb down and 57 lb up at 6-8-4, and 124 lb down and 57 lb up at 6-8-4 on top chord, and 125 lb down and 204 lb up at 3-10-5, 125 lb down and 204 lb up at 3-10-5, and 42 lb down and 13 lb up at 6-8-4, and 42 lb down and 13 lb up at 6-8-4 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-90, 8-10=-20, 5-7=-20 Concentrated Loads (lb) Vert: 13=215(F=107, B=107) 15=213(F=107, B=107) 16=12(F=6, B=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. November 18,2021 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 77730 Truss MV2 Truss Type Valley Qty 5 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011718 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-mVfjfwr2aN1Wy4FAIhZo2VMNfKSoGNmeuv7DLjyIKdh Scale = 1:6.9 1 2 3 3x4 2-0-0 2-0-0 0-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.08 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=33(LC 12) Max Uplift 1=-23(LC 12), 2=-41(LC 12) Max Grav 1=70(LC 1), 2=57(LC 1), 3=25(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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. November 18,2021 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 77730 Truss MV4 Truss Type Valley Qty 4 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011719 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-EhC6sGsgLh9NaEqMrP41bivQgkmU?q0o7Ztmu9yIKdg Scale = 1:11.1 1 2 3 3x4 3x4 3x4 4-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.19 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: 13 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=81(LC 12) Max Uplift 1=-58(LC 12), 3=-91(LC 12) Max Grav 1=172(LC 1), 3=172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. November 18,2021 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 77730 Truss MV6 Truss Type Valley Qty 3 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011720 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-itmU4csJ6?HEBOOYP6cG7wReO77ukF_xMDcKQcyIKdf Scale = 1:15.7 1 2 3 5 4 6 7 3x4 3x4 3x4 2x3 2x3 6-0-0 6-0-0 2-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.12 0.15 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 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=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=133(LC 12) Max Uplift 4=-66(LC 12), 5=-189(LC 12) Max Grav 1=84(LC 1), 4=124(LC 1), 5=356(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/127 WEBS 2-5=-308/491 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=189. 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. November 18,2021 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 77730 Truss MV8 Truss Type Valley Qty 3 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011721 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-A3KsHytxtIP5pYzlzp7Vg7_mwXRWTiw5atMty2yIKde Scale = 1:20.1 1 2 3 5 4 6 3x4 3x4 3x4 2x3 2x3 8-0-0 8-0-0 3-4-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.53 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: 29 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=185(LC 12) Max Uplift 4=-88(LC 12), 5=-262(LC 12) Max Grav 1=126(LC 1), 4=166(LC 1), 5=492(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/157 WEBS 2-5=-403/561 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=262. 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. November 18,2021 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 77730 Truss MV10 Truss Type Valley Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011722 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-p6XzEEpo3mnpjm5nAGXKz4HuaWhXoRcMRbe6HqyIKdj Scale = 1:24.9 1 2 3 5 4 6 7 3x4 3x4 3x4 2x3 2x3 10-0-0 10-0-0 4-2-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.34 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: 37 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=10-0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=236(LC 12) Max Uplift 4=-116(LC 12), 5=-322(LC 12) Max Grav 1=179(LC 1), 4=218(LC 1), 5=606(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-329/161, 3-4=-177/264 WEBS 2-5=-489/575 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=116, 5=322. 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. November 18,2021 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 77730 Truss MV12 Truss Type Valley Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011723 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-II5LSaqQp4vgKwgzk_2ZWHp7gw?IXufVfFOgpHyIKdi Scale = 1:28.7 1 2 3 5 4 6 7 3x4 3x4 3x4 2x3 2x3 12-0-0 12-0-0 5-0-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.49 0.18 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: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 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=12-0-0, 4=12-0-0, 5=12-0-0 Max Horz 1=288(LC 12) Max Uplift 4=-139(LC 12), 5=-395(LC 12) Max Grav 1=221(LC 1), 4=260(LC 1), 5=742(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/183, 3-4=-211/288 WEBS 2-5=-601/619 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 11-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=139, 5=395. 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. November 18,2021 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 77730 Truss MV14 Truss Type Valley Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011724 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-mVfjfwr2aN1Wy4FAIhZo2VMLAKRJGLKeuv7DLjyIKdh Scale = 1:33.7 1 2 3 4 7 6 5 8 9 3x4 3x4 3x4 2x3 2x3 2x3 2x3 14-0-0 14-0-0 5-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.12 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-0-0. (lb) - Max Horz 1=340(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-222(LC 12), 7=-321(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=498(LC 17), 7=661(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-456/207 WEBS 3-6=-350/402, 2-7=-475/526 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 13-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=222, 7=321. 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. November 18,2021 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 77730 Truss P Truss Type HALF HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011725 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-eGuEVIuZecXyRhYxXXekDLXudxg4Cy8EpX5RUUyIKdd Scale = 1:28.2 1 2 3 4 5 9 8 7 6 13 14 15 16 17 18 19 4x6 3x4 6x8 3x4 3x6 3x4 3x6 3x4 4x8 1-8-0 1-8-0 1-11-13 0-3-13 8-8-0 6-8-3 16-7-8 7-11-8 0-0-2 4-7-14 4-7-14 8-8-0 4-0-2 12-7-12 3-11-12 16-7-8 3-11-12 0-4-13-11-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.72 0.58 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.14 -0.01 (loc) 6-7 6-7 6 l/defl >525 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 86 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 6-0-14 oc bracing. REACTIONS. (size)6=0-7-10, 9=0-7-10 Max Horz 9=225(LC 12) Max Uplift 6=-714(LC 9), 9=-838(LC 12) Max Grav 6=782(LC 1), 9=1030(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-166/403, 2-3=-1016/1642, 3-4=-811/1637 BOT CHORD 1-9=-409/237, 7-9=-698/267, 6-7=-992/612 WEBS 2-7=-1112/585, 3-7=-268/78, 2-9=-994/1140, 4-6=-819/1271, 4-7=-904/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 12-7-12, Interior(1) 12-7-12 to 16-5-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=714, 9=838. 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. November 18,2021 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 77730 Truss P1 Truss Type HALF HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011726 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6SScievBPvfp2r774E9zlY389L??xSwN2Br_1wyIKdc Scale = 1:30.8 1 2 3 4 5 9 8 7 6 13 14 15 16 17 18 19 3x4 6x8 3x4 4x6 3x4 4x5 4x8 3x4 2x3 1-8-0 1-8-0 1-11-13 0-3-13 10-8-0 8-8-3 16-7-8 5-11-8 0-0-2 6-5-1 6-5-1 10-8-0 4-2-15 16-7-8 5-11-8 0-4-14-9-65.00 12 Plate Offsets (X,Y)-- [1:0-0-10,Edge], [4:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.67 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.19 -0.02 (loc) 7-9 7-9 6 l/defl >404 >928 n/a L/d 240 240 n/a PLATES MT20 Weight: 89 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 4-7-4 oc bracing. REACTIONS. (size)6=0-7-10, 9=0-7-10 Max Horz 9=277(LC 12) Max Uplift 6=-701(LC 12), 9=-823(LC 12) Max Grav 6=782(LC 1), 9=1030(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-191/606, 2-3=-195/633, 3-4=-773/1343, 5-6=-258/225 BOT CHORD 1-9=-472/158, 7-9=-1569/869, 6-7=-1354/653 WEBS 3-7=-280/295, 4-7=-1160/360, 4-6=-792/1668, 3-9=-946/882, 2-9=-385/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-8-0, Exterior(2R) 10-8-0 to 14-10-15, Interior(1) 14-10-15 to 16-5-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=701, 9=823. 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. November 18,2021 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 77730 Truss P2 Truss Type HALF HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011727 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-6SScievBPvfp2r774E9zlY39LL5ExT6N2Br_1wyIKdc Scale = 1:34.4 1 2 3 4 5 10 9 8 7 6 14 15 16 17 18 19 3x4 6x8 3x4 3x6 3x4 4x4 3x4 4x8 3x4 3x6 1-8-0 1-8-0 1-11-13 0-3-13 7-2-10 5-2-13 12-8-0 5-5-6 16-7-8 3-11-8 0-0-2 7-2-10 7-2-10 12-8-0 5-5-6 16-7-8 3-11-8 0-4-15-7-65.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.27 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.05 -0.02 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 97 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 5-2-1 oc bracing. REACTIONS. (size)6=0-7-10, 10=0-7-10 Max Horz 10=329(LC 12) Max Uplift 6=-718(LC 12), 10=-806(LC 12) Max Grav 6=782(LC 1), 10=1030(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/1650, 3-4=-569/841 BOT CHORD 9-10=-383/167, 7-9=-1795/920, 6-7=-900/439 WEBS 3-9=-429/126, 3-7=-559/1056, 4-7=-1180/372, 4-6=-743/1527, 2-9=-1430/914, 2-10=-934/1122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-8-0, Exterior(2E) 12-8-0 to 16-5-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=718, 10=806. 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. November 18,2021 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 77730 Truss P3 Truss Type HALF HIP Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011728 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-ae0?w_vpADngg?iJeygCImcJvlP3gtEXGraXZNyIKdb Scale = 1:39.7 1 2 3 4 5 6 11 10 9 8 7 15 16 17 18 4x6 3x4 6x8 3x4 4x6 3x4 4x4 3x4 5x8 3x4 3x6 1-8-0 1-8-0 1-11-13 0-3-13 7-9-0 5-9-3 14-8-0 6-11-0 16-7-8 1-11-8 0-0-2 7-9-0 7-9-0 14-8-0 6-11-0 16-7-8 1-11-8 0-4-16-5-65.00 12 Plate Offsets (X,Y)-- [3:0-3-0,Edge], [5:0-5-12,0-2-8], [9:0-2-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.42 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.10 -0.02 (loc) 8-10 8-10 7 l/defl >724 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 102 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 4-10-4 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS. (size)7=0-7-10, 11=0-7-10 Max Horz 11=381(LC 12) Max Uplift 7=-739(LC 12), 11=-785(LC 12) Max Grav 7=782(LC 1), 11=1030(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1104/1556, 4-5=-379/392 BOT CHORD 10-11=-441/196, 8-10=-1761/938, 7-8=-509/239 WEBS 4-10=-592/182, 4-8=-782/1417, 5-8=-1430/458, 5-7=-842/1794, 2-10=-1335/922, 2-11=-933/1070 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-8-0, Exterior(2E) 14-8-0 to 16-5-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=739, 11=785. 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. November 18,2021 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 77730 Truss P4 Truss Type MONOPITCH Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011729 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-3raN7JwRxXvXI9HWCfBRqz9RT8iEPP9gVVK55pyIKda Scale = 1:41.0 1 2 3 4 7 6 5 8 9 10 11 5x6 WB 3x4 5x6 4x4 6x8 4x4 3x12 8-2-0 8-2-0 14-11-8 6-9-8 8-2-0 8-2-0 14-11-8 6-9-8 1-0-67-3-35.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.62 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.35 -0.15 -0.02 (loc) 6-7 6-7 5 l/defl >497 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 87 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* 1-7: 2x6 SP No.2 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 4-9-7 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS. (size)7=0-7-10, 5=0-7-10 Max Horz 7=378(LC 12) Max Uplift 7=-574(LC 12), 5=-774(LC 12) Max Grav 7=802(LC 1), 5=802(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1048/1453, 4-5=-225/265, 1-7=-727/912 BOT CHORD 6-7=-1306/434, 5-6=-1737/853 WEBS 3-6=-968/304, 3-5=-988/2012, 1-6=-490/470 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-9-12 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=574, 5=774. 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. November 18,2021 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 77730 Truss V4 Truss Type Valley Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011730 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:58 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-X17lLfx3iq1OvJsimNigNBhjHY9y8?lqk93edFyIKdZ Scale = 1:7.5 1 2 3 3x4 3x6 3x4 4-0-0 4-0-0 2-0-0 2-0-0 4-0-0 2-0-0 0-10-05.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0 Max Horz 1=19(LC 11) Max Uplift 1=-61(LC 12), 3=-61(LC 12) Max Grav 1=140(LC 1), 3=140(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-166/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.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. November 18,2021 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 77730 Truss V8 Truss Type Valley Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011731 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:32:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-?Dh7Y?yiT89FXTRuJ4EvwOEmqyVUtRFzzppCAiyIKdY Scale = 1:14.6 1 2 3 4 3x4 4x4 3x4 2x3 8-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-8-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.69 0.18 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 3=8-0-0, 4=8-0-0 Max Horz 1=-48(LC 10) Max Uplift 1=-93(LC 12), 3=-93(LC 12), 4=-126(LC 12) Max Grav 1=181(LC 1), 3=181(LC 1), 4=359(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-277/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=126.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. November 18,2021 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 77730 Truss VA Truss Type Valley Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011732 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:33:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-TQFVlLzKESH69c05tol8ScmsGMjIbu47BTYli8yIKdX Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 10 4x5 3x10 4x4 4x4 3x10 4x4 4x4 2x3 11-9-0 11-9-0 -1-8-2 1-8-2 5-10-8 5-10-8 11-9-0 5-10-8 13-5-2 1-8-2 0-11-43-4-100-11-45.00 12 Plate Offsets (X,Y)-- [2:0-7-7,Edge], [6:0-7-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.59 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.03 0.01 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 3-2-12, Right 2x6 SP No.2 3-2-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. REACTIONS. (size)2=11-9-0, 6=11-9-0, 8=11-9-0 Max Horz 2=110(LC 11) Max Uplift 2=-536(LC 12), 6=-536(LC 12) Max Grav 2=797(LC 1), 6=797(LC 1), 8=220(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-855/1044, 4-6=-855/1037 BOT CHORD 2-8=-714/630, 6-8=-714/630 WEBS 4-8=-352/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-8-2 to 1-3-14, Interior(1) 1-3-14 to 5-10-8, Exterior(2R) 5-10-8 to 8-10-8, Interior(1) 8-10-8 to 13-5-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=536, 6=536. 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. November 18,2021 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 77730 Truss VB Truss Type Valley Qty 1 Ply 1 OLEANDER 3 CAR Job Reference (optional) T26011733 8.430 s Aug 16 2021 MiTek Industries, Inc. Wed Nov 17 08:33:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:EVDL6kD?f4ZH0X4pmd8f?AynJNm-xcpuzhzy?lPzmmbHRVGN?pJ2Rm5JKJ8GQ7IIEayIKdW Scale = 1:18.8 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x3 11-9-0 11-9-0 5-10-8 5-10-8 11-9-0 5-10-8 0-0-102-6-00-0-105.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.48 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-9-0, 3=11-9-0, 4=11-9-0 Max Horz 1=77(LC 11) Max Uplift 1=-125(LC 12), 3=-125(LC 12), 4=-254(LC 12) Max Grav 1=264(LC 21), 3=264(LC 22), 4=646(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-477/509 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-4 to 3-7-4, Interior(1) 3-7-4 to 5-10-8, Exterior(2R) 5-10-8 to 8-10-8, Interior(1) 8-10-8 to 11-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=125, 3=125, 4=254. 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. November 18,2021 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