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HomeMy WebLinkAboutTruss Drawins T24380644.775686904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77568 - CAUSLEY Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 74 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: Don Hinkle Construction Project Name: Causley Model: . Subdivision: . Address: Unknown, . State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: June 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 T24380644 A Date 6/18/212T24380645A16/18/213T24380646A26/18/214T24380647A36/18/215T24380648A46/18/216T24380649A56/18/217T24380650A66/18/218T24380651A76/18/219T24380652A86/18/2110T24380653A96/18/2111T24380654AB6/18/2112T24380655AC6/18/2113T24380656ATA6/18/2114T24380657ATB6/18/21 No.Seal#Truss Name 15 T24380658 ATC Date 6/18/2116T24380659B6/18/2117T24380660B16/18/2118T24380661B26/18/2119T24380662C6/18/2120T24380663C16/18/2121T24380664C26/18/2122T24380665C36/18/2123T24380666C46/18/2124T24380667C56/18/2125T24380668C66/18/2126T24380669C76/18/2127T24380670C86/18/2128T24380671D6/18/21 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: 77568 - CAUSLEY 2 of 2 Site Information: Lot/Block: . Customer Info: Don Hinkle Construction Project Name: Causley Model: . Subdivision: . Address: Unknown, . State: FLCity: Fort Pierce No.Seal#Truss Name 29 T24380672 D1 Date 6/18/2130T24380673E6/18/2131T24380674E16/18/2132T24380675E26/18/2133T24380676E36/18/2134T24380677E46/18/2135T24380678F6/18/2136T24380679F16/18/2137T24380680F26/18/2138T24380681F36/18/2139T24380682F46/18/2140T24380683GR26/18/2141T24380684GR36/18/2142T24380685GR46/18/2143T24380686GR56/18/2144T24380687GR66/18/2145T24380688GRA6/18/2146T24380689GRB6/18/2147T24380690GRC6/18/2148T24380691GRD6/18/2149T24380692GRE6/18/2150T24380693GRF6/18/2151T24380694GRS6/18/2152T24380695HVA6/18/2153T24380696J2S6/18/2154T24380697J36/18/2155T24380698J46/18/2156T24380699J4S6/18/2157T24380700J5A6/18/2158T24380701J5P6/18/2159T24380702J6S6/18/2160T24380703J76/18/2161T24380704J7P6/18/2162T24380705JU6/18/2163T24380706KJ76/18/2164T24380707KJS6/18/2165T24380708MV26/18/2166T24380709MV46/18/2167T24380710MV66/18/2168T24380711MV86/18/2169T24380712MV106/18/2170T24380713MV126/18/2171T24380714MV146/18/2172T24380715PBA6/18/2173T24380716PBC6/18/2174T24380717S6/18/21 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 77568 Truss A Truss Type HALF HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380644 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-hQe1fzO5SaF4tiO_tgcsjur064mJ5dr?VBz3Dzz5Roj Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 4x5 5x8 3x6 3x4 6x8 3x6 3x4 3x4 3x4 6x8 4x6 3x8 3x5 3x5 3x5 3x5 3x5 3x5 3x5 3x6 3x6 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 12-4-0 3-4-0 18-11-5 6-7-5 25-6-10 6-7-5 32-1-14 6-7-5 38-9-3 6-7-5 45-8-0 6-10-13 2-4-0 2-4-0 9-0-0 6-8-0 12-4-0 3-4-0 18-11-5 6-7-5 25-6-10 6-7-5 32-1-14 6-7-5 38-9-3 6-7-5 45-8-0 6-10-13 0-4-14-1-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.40 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.31 0.06 0.24 (loc) 14-16 14-16 12 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 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* 11-12,4-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 1 Row at midpt 4-17, 10-12 REACTIONS. (size)12=0-8-0, 21=0-8-0, 19=0-8-0 Max Horz 21=231(LC 12) Max Uplift 12=-737(LC 12), 21=-515(LC 12), 19=-1427(LC 12) Max Grav 12=1152(LC 22), 21=304(LC 1), 19=1912(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-123/348, 2-3=0/411, 3-4=-581/625, 4-5=-1269/846, 5-7=-2246/1455, 7-8=-2374/1556, 8-10=-1665/1120 BOT CHORD 1-21=-285/110, 20-21=-345/0, 19-20=-357/0, 17-19=-625/581, 16-17=-846/1269, 14-16=-1455/2246, 13-14=-1556/2374, 12-13=-1120/1665 WEBS 2-21=-389/446, 3-20=-756/236, 3-19=-661/1288, 4-19=-1354/1075, 4-17=-1469/2140, 5-17=-932/777, 5-16=-791/1137, 7-16=-435/433, 8-13=-817/530, 10-13=-217/572, 10-12=-1869/1250 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 9-0-0, Exterior(2R) 9-0-0 to 15-5-8, Interior(1) 15-5-8 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 737 lb uplift at joint 12, 515 lb uplift at joint 21 and 1427 lb uplift at joint 19. 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. June 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 77568 Truss A1 Truss Type HALF HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380645 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-AcCPsJOjDuNxVszARN85F5O9HU7Eq5D9kridlQz5Roi Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 4x5 3x6 3x6 3x4 6x8 3x6 3x4 3x4 6x8 4x6 4x5 3x6 3x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 6-8-0 4-4-0 12-4-0 5-8-0 18-11-5 6-7-5 25-6-10 6-7-5 32-1-14 6-7-5 38-9-3 6-7-5 45-8-0 6-10-13 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 12-4-0 1-4-0 18-11-5 6-7-5 25-6-10 6-7-5 32-1-14 6-7-5 38-9-3 6-7-5 45-8-0 6-10-13 0-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.35 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.05 0.16 (loc) 15-17 15-17 13 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 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* 12-13,5-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-17, 11-13 REACTIONS. (size)13=0-8-0, 22=0-8-0, 20=0-8-0 Max Horz 22=282(LC 12) Max Uplift 13=-709(LC 12), 22=-400(LC 12), 20=-1570(LC 12) Max Grav 13=1131(LC 1), 22=253(LC 1), 20=1978(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-96/251, 2-3=-10/314, 3-4=-852/637, 4-5=-739/576, 5-6=-927/519, 6-8=-1756/1077, 8-9=-1887/1171, 9-11=-1338/836 BOT CHORD 21-22=-359/0, 20-21=-359/0, 18-20=-576/739, 17-18=-519/927, 15-17=-1077/1756, 14-15=-1171/1887, 13-14=-836/1338 WEBS 2-22=-175/367, 3-20=-504/1223, 5-20=-1614/1457, 5-18=-1242/1815, 6-18=-915/804, 6-17=-832/1033, 8-17=-459/503, 9-14=-671/409, 11-14=-189/561, 11-13=-1590/993, 3-21=-595/193 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 11-0-0, Exterior(2R) 11-0-0 to 17-5-8, Interior(1) 17-5-8 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x5 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 709 lb uplift at joint 13, 400 lb uplift at joint 22 and 1570 lb uplift at joint 20. 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. June 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 77568 Truss A2 Truss Type HALF HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380646 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-6?K9H?Q_lVdfkA7ZZoAZKWTXtIpCIzYRB8BjqIz5Rog Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 33 4x5 5x6 3x6 3x4 6x8 3x6 3x4 3x4 6x8 3x6 3x6 3x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-8-0 5-4-0 12-4-0 4-8-0 12-4-1 0-0-1 19-5-11 7-1-10 25-11-6 6-5-11 32-5-2 6-5-11 38-10-13 6-5-11 45-8-0 6-9-3 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 19-5-11 6-5-11 25-11-6 6-5-11 32-5-2 6-5-11 38-10-13 6-5-11 45-8-0 6-9-3 0-4-15-9-15.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.32 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.04 0.13 (loc) 14-16 14-16 12 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 266 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* 11-12,4-19: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 8-13, 10-12 REACTIONS. (size)12=0-8-0, 21=0-8-0, 19=0-8-0 Max Horz 21=333(LC 12) Max Uplift 12=-718(LC 12), 21=-405(LC 12), 19=-1555(LC 12) Max Grav 12=1135(LC 1), 21=263(LC 1), 19=1965(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-195/267, 2-3=-60/307, 3-4=-921/657, 4-5=-914/548, 5-7=-1520/959, 7-8=-1600/1011, 8-10=-1121/709 BOT CHORD 20-21=-289/9, 19-20=-289/9, 17-19=-366/586, 16-17=-548/914, 14-16=-959/1520, 13-14=-1011/1600, 12-13=-709/1121 WEBS 2-21=-245/340, 3-19=-477/1201, 4-19=-1583/1450, 4-17=-1195/1630, 5-17=-913/834, 5-16=-670/837, 7-16=-413/463, 8-13=-627/395, 10-13=-209/573, 10-12=-1428/904, 3-20=-652/199 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 13-0-0, Exterior(2R) 13-0-0 to 19-5-11, Interior(1) 19-5-11 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x5 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 lb uplift at joint 12, 405 lb uplift at joint 21 and 1555 lb uplift at joint 19. 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. June 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 77568 Truss A3 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380647 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-aBtXULRcWplWMJil6Whotk0gGi8B1U3bQoxHMlz5Rof Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 5x8 4x5 3x4 3x4 6x10 3x5 3x4 3x5 3x4 3x8 3x5 4x6 3x4 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 12-4-0 5-4-0 15-0-0 2-8-0 22-7-0 7-7-0 30-2-0 7-7-0 37-9-0 7-7-0 45-8-0 7-11-0 2-4-0 2-4-0 7-0-0 4-8-0 12-4-0 5-4-0 15-0-0 2-8-0 22-7-0 7-7-0 30-2-0 7-7-0 37-9-0 7-7-0 45-2-8 7-5-8 45-4-0 0-1-8 45-8-0 0-4-0 0-4-16-7-10-3-86-7-15.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [16:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.40 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 0.03 0.12 (loc) 15-17 15-17 13 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 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* 5-20,12-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 6-17, 12-14 REACTIONS. (size)22=0-8-0, 20=0-8-0, 13=0-8-0 Max Horz 22=384(LC 12) Max Uplift 22=-371(LC 12), 20=-1590(LC 12), 13=-717(LC 12) Max Grav 22=269(LC 2), 20=2195(LC 2), 13=1353(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-231/271, 2-3=-98/298, 3-5=-993/706, 5-6=-859/684, 6-7=-1388/696, 7-9=-1708/900, 9-11=-1708/900, 11-12=-1304/696, 12-13=-1196/764 BOT CHORD 21-22=-302/42, 20-21=-302/42, 19-20=-21/273, 17-19=-20/276, 15-17=-696/1388, 14-15=-696/1304 WEBS 2-22=-210/331, 3-20=-513/1117, 5-20=-259/348, 6-20=-1796/1284, 6-17=-1061/1524, 7-17=-712/718, 7-15=-376/451, 9-15=-392/395, 11-15=-266/525, 11-14=-745/607, 12-14=-876/1642, 6-19=0/269, 3-21=-591/223 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 15-0-0, Exterior(2R) 15-0-0 to 21-5-8, Interior(1) 21-5-8 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 22, 1590 lb uplift at joint 20 and 717 lb uplift at joint 13. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss A4 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380648 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-Wa?Iv1Ss2Q?Dbds8ExjGy952xVoZVQWut6QORdz5Rod Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 3x6 5x6 3x6 5x6 3x4 4x5 3x6 3x4 3x4 6x8 3x5 4x8 4x8 3x4 3x8 3x5 3x5 3x4 4x8 6x8 3x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-4-0 5-0-0 12-4-0 5-0-0 17-0-0 4-8-0 23-7-0 6-7-0 30-2-0 6-7-0 36-9-0 6-7-0 43-4-0 6-7-0 45-8-0 2-4-0 2-4-0 2-4-0 7-4-0 5-0-0 12-4-0 5-0-0 17-0-0 4-8-0 23-7-0 6-7-0 30-2-0 6-7-0 36-9-0 6-7-0 43-4-0 6-7-0 45-8-0 2-4-0 0-4-17-5-16-5-67-5-15.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [11:0-3-0,0-2-4], [16:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.47 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.34 0.04 0.09 (loc) 13-14 13-14 13 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 294 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* 5-20,12-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 8-14, 11-14, 11-13 REACTIONS. (size)22=0-8-0, 20=0-8-0, 13=0-8-0 Max Horz 22=381(LC 12) Max Uplift 22=-416(LC 12), 20=-1532(LC 12), 13=-730(LC 12) Max Grav 22=316(LC 23), 20=2135(LC 2), 13=1391(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-43/252, 3-5=-863/602, 5-6=-701/292, 6-7=-622/315, 7-8=-1568/868, 8-10=-1271/755, 10-11=-1271/755 BOT CHORD 21-22=-286/98, 20-21=-286/98, 18-20=-517/665, 17-18=-688/1392, 15-17=-688/1392, 14-15=-813/1581, 13-14=-234/369 WEBS 2-22=-250/355, 3-20=-471/1046, 5-20=-1785/1454, 5-18=-1087/1478, 6-18=-102/285, 7-18=-1167/792, 7-17=0/374, 7-15=-279/321, 8-14=-450/223, 10-14=-385/442, 11-14=-667/1340, 11-13=-1204/829, 3-21=-591/211 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 17-0-0, Exterior(2R) 17-0-0 to 23-7-0, Interior(1) 23-7-0 to 43-4-0, Exterior(2E) 43-4-0 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 416 lb uplift at joint 22, 1532 lb uplift at joint 20 and 730 lb uplift at joint 13. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss A5 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380649 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-_mZg7MTUpk74DnQKoeEVVMeA9v7XEqw16m9xz3z5Roc Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 3x6 5x6 3x6 5x8 4x5 5x10 3x6 5x6 3x6 3x4 3x4 3x5 4x8 4x8 3x5 3x5 3x5 3x5 3x10 4x8 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-4-0 4-10-0 12-8-0 0-4-0 19-0-0 6-4-0 28-10-0 9-10-0 33-10-11 5-0-11 41-4-0 7-5-5 45-8-0 4-4-0 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 19-0-0 6-4-0 26-5-5 7-5-5 33-10-11 7-5-5 41-4-0 7-5-5 45-8-0 4-4-0 0-4-18-3-16-5-64-0-88-3-15.00 12 3.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [10:0-5-12,0-2-8], [19:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.39 0.55 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.52 0.14 0.19 (loc) 16-18 16-18 12 16 l/defl >999 >763 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 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-19,11-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 10-15 REACTIONS. (size)19=0-8-0, 21=0-8-0, 12=0-8-0 Max Horz 21=381(LC 12) Max Uplift 19=-1644(LC 12), 21=-355(LC 12), 12=-695(LC 12) Max Grav 19=2070(LC 1), 21=202(LC 21), 12=1101(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/345, 2-3=-140/381, 3-5=-1036/800, 5-6=-732/386, 6-7=-666/421, 7-9=-2061/1353, 9-10=-1565/1136, 10-11=-683/504, 11-12=-1076/801 BOT CHORD 1-21=-299/273, 20-21=-426/39, 19-20=-426/39, 18-19=-790/931, 16-18=-1129/1787, 15-16=-1038/1625, 13-15=-406/616 WEBS 2-21=-224/342, 3-19=-506/1124, 5-19=-1538/1397, 5-18=-1152/1478, 6-18=-127/335, 7-18=-1519/1140, 7-16=-373/669, 9-16=-346/651, 9-15=-808/630, 10-15=-763/1199, 10-13=-743/625, 11-13=-627/941, 3-20=-658/254 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 19-0-0, Exterior(2R) 19-0-0 to 25-5-8, Interior(1) 25-5-8 to 41-4-0, Exterior(2E) 41-4-0 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1644 lb uplift at joint 19, 355 lb uplift at joint 21 and 695 lb uplift at joint 12. 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. June 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 77568 Truss A6 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380650 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-x9hQY2VlLLNoS5ajv3HzanjXujqZikNKa4e21yz5Roa Scale = 1:80.4 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 3x6 5x6 3x6 5x8 4x8 4x5 5x10 5x6 3x6 3x4 3x4 3x4 3x5 5x8 3x5 3x5 3x5 3x5 3x10 3x4 3x5 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-4-0 4-10-0 12-8-0 0-4-0 21-0-0 8-4-0 28-10-0 7-10-0 33-2-11 4-4-11 39-4-0 6-1-5 45-8-0 6-4-0 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 16-10-0 4-2-0 21-0-0 4-2-0 27-1-5 6-1-5 33-2-11 6-1-5 39-4-0 6-1-5 45-8-0 6-4-0 0-4-19-1-16-5-64-0-89-1-15.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [11:0-5-12,0-2-8], [18:0-3-4,0-3-4], [19:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.38 0.45 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.12 0.14 (loc) 18-19 18-19 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 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* 4-19,12-13: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-18 REACTIONS. (size)19=0-8-0, 21=0-8-0, 13=0-8-0 Max Horz 21=381(LC 12) Max Uplift 19=-1610(LC 12), 21=-380(LC 12), 13=-703(LC 12) Max Grav 19=2004(LC 1), 21=254(LC 21), 13=1110(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-235/279, 2-3=-96/300, 3-4=-999/696, 4-6=-875/701, 6-7=-959/609, 7-8=-889/607, 8-10=-1731/1207, 10-11=-1410/1089, 11-12=-897/661, 12-13=-1058/825 BOT CHORD 20-21=-380/109, 19-20=-380/109, 18-19=-173/489, 17-18=-997/1614, 16-17=-932/1463, 14-16=-514/794 WEBS 2-21=-235/349, 4-19=-288/320, 6-19=-1672/1446, 6-18=-621/839, 8-18=-1139/887, 8-17=-315/527, 10-17=-269/540, 10-16=-702/527, 11-16=-571/920, 11-14=-624/531, 12-14=-608/944, 3-20=-653/224, 3-19=-485/1139 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 21-0-0, Exterior(2R) 21-0-0 to 27-5-8, Interior(1) 27-5-8 to 39-4-0, Exterior(2E) 39-4-0 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1610 lb uplift at joint 19, 380 lb uplift at joint 21 and 703 lb uplift at joint 13. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss A7 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380651 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:40:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-tYoBykW?tydWiOk51UJRfCos1WXfAaHd1O796rz5RoY Scale = 1:80.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 1413 12 25 26 27 28 29 30 31 32 3x6 5x8 3x4 4x5 5x10 3x6 5x8 3x6 3x4 3x4 3x5 4x8 3x5 3x5 3x5 5x8 3x4 3x5 3x5 5x8 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-4-0 4-10-0 12-8-0 0-4-0 17-10-0 5-2-0 23-0-0 5-2-0 28-10-0 5-10-0 37-4-0 8-6-0 45-8-0 8-4-0 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 17-10-0 5-2-0 23-0-0 5-2-0 30-2-0 7-2-0 37-4-0 7-2-0 41-4-4 4-0-4 45-8-0 4-3-12 0-4-19-11-16-5-64-0-89-11-15.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-5-12,0-2-8], [9:0-5-12,0-2-8], [19:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.40 0.41 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.09 0.12 (loc) 13-15 13-15 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 288 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* 4-19,11-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-15, 10-12 REACTIONS. (size)19=0-8-0, 21=0-8-0, 12=0-8-0 Max Horz 21=381(LC 12) Max Uplift 19=-1588(LC 12), 21=-397(LC 12), 12=-708(LC 12) Max Grav 19=1976(LC 1), 21=277(LC 21), 12=1116(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-214/252, 2-3=-72/267, 3-4=-957/655, 4-6=-658/320, 6-7=-1111/758, 7-8=-1507/1138, 8-9=-1615/1260, 9-10=-1015/812 BOT CHORD 20-21=-392/154, 19-20=-392/154, 18-19=-654/871, 16-18=-295/710, 15-16=-559/1090, 13-15=-575/935, 12-13=-412/592 WEBS 2-21=-245/355, 3-19=-475/1116, 4-19=-1481/1342, 4-18=-1109/1331, 6-18=-945/933, 6-16=-551/662, 7-16=-453/497, 7-15=-584/805, 8-15=-460/511, 9-15=-585/936, 9-13=-390/324, 10-13=-279/608, 10-12=-1204/870, 3-20=-642/234 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 23-0-0, Exterior(2R) 23-0-0 to 29-5-8, Interior(1) 29-5-8 to 37-4-0, Exterior(2R) 37-4-0 to 43-9-8, Interior(1) 43-9-8 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1588 lb uplift at joint 19, 397 lb uplift at joint 21 and 708 lb uplift at joint 12. 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. June 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 77568 Truss A8 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380652 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-pwwxNQYFOauExiuU8vLvkdtDmKC6eYiwVicFAjz5RoW Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 32 3x6 5x6 3x4 4x5 5x10 3x6 5x8 4x6 3x4 3x4 3x5 4x8 3x5 3x5 3x5 5x8 3x4 3x5 3x5 5x8 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-4-0 4-10-0 12-8-0 0-4-0 18-10-0 6-2-0 25-0-0 6-2-0 28-10-0 3-10-0 35-4-0 6-6-0 36-11-0 1-7-0 45-8-0 8-9-0 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 18-10-0 6-2-0 25-0-0 6-2-0 30-2-0 5-2-0 35-4-0 5-2-0 40-4-4 5-0-4 45-8-0 5-3-12 0-4-110-9-16-5-64-0-810-9-15.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-5-12,0-2-8], [9:0-3-0,0-2-4], [19:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.41 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.08 0.10 (loc) 12-13 13-15 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 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* 4-19,11-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 10-12, 9-13 REACTIONS. (size)19=0-8-0, 21=0-8-0, 12=0-8-0 Max Horz 21=381(LC 12) Max Uplift 19=-1566(LC 12), 21=-414(LC 12), 12=-713(LC 12) Max Grav 19=1945(LC 1), 21=303(LC 21), 12=1124(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-921/602, 4-6=-842/452, 6-7=-1210/854, 7-8=-1340/1068, 8-9=-1393/1144, 9-10=-1030/848 BOT CHORD 20-21=-409/201, 19-20=-409/201, 18-19=-601/834, 16-18=-410/905, 15-16=-603/1187, 13-15=-608/998, 12-13=-488/709 WEBS 2-21=-257/367, 3-19=-451/1098, 4-19=-1467/1341, 4-18=-1158/1384, 6-18=-853/889, 6-16=-434/517, 7-16=-314/368, 7-15=-423/582, 8-15=-321/368, 9-15=-381/722, 10-13=-164/530, 10-12=-1267/903, 9-13=-360/237, 3-20=-640/228 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 25-0-0, Exterior(2R) 25-0-0 to 31-5-8, Interior(1) 31-5-8 to 35-4-0, Exterior(2R) 35-4-0 to 41-9-8, Interior(1) 41-9-8 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1566 lb uplift at joint 19, 414 lb uplift at joint 21 and 713 lb uplift at joint 12. 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. June 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 77568 Truss A9 Truss Type HIP Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380653 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-lJ2io6ZVwB8yB02sGKONp2zYk7uh6RhDy05MFcz5RoU Scale = 1:80.1 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 3x6 5x6 3x4 4x5 5x10 3x6 5x8 3x6 3x4 3x4 3x5 4x8 3x5 3x5 5x6 3x5 3x5 5x8 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-4-0 4-10-0 12-8-0 0-4-0 19-10-0 7-2-0 28-10-0 9-0-0 37-1-4 8-3-4 45-8-0 8-6-12 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 19-10-0 7-2-0 27-0-0 7-2-0 33-4-0 6-4-0 39-4-4 6-0-4 45-8-0 6-3-12 0-4-111-7-16-5-64-0-811-7-15.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [8:0-3-0,0-2-4], [17:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.42 0.40 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.32 0.08 0.09 (loc) 14-16 14-16 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 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* 4-17,10-11: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 8-12, 9-11 REACTIONS. (size)17=0-8-0, 19=0-8-0, 11=0-8-0 Max Horz 19=381(LC 12) Max Uplift 17=-1551(LC 12), 19=-425(LC 12), 11=-717(LC 12) Max Grav 17=1928(LC 1), 19=319(LC 21), 11=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-889/570, 4-6=-992/559, 6-7=-1316/1011, 7-8=-1214/1011, 8-9=-1035/897 BOT CHORD 18-19=-433/238, 17-18=-433/238, 16-17=-568/799, 14-16=-501/1071, 12-14=-620/1035, 11-12=-551/812 WEBS 2-19=-265/377, 3-17=-431/1077, 4-17=-1466/1349, 4-16=-1205/1445, 6-16=-750/849, 6-14=-365/408, 7-14=-18/254, 8-14=-153/523, 8-12=-371/190, 9-12=-98/481, 9-11=-1323/924, 3-18=-640/226 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 27-0-0, Exterior(2E) 27-0-0 to 33-4-0, Exterior(2R) 33-4-0 to 39-9-8, Interior(1) 39-9-8 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1551 lb uplift at joint 17, 425 lb uplift at joint 19 and 717 lb uplift at joint 11. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss AB Truss Type PIGGYBACK BASE Qty 3 Ply 1 CAUSLEY Job Reference (optional) T24380654 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-EVc40Ra8hVGpo9c3p1vcMFVjMXEurrgMBgrvn2z5RoT Scale = 1:91.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 30 31 32 33 34 3x6 5x8 4x5 5x10 3x6 5x8 4x5 3x4 3x6 3x4 3x4 3x5 4x8 3x6 3x5 5x6 6x8 4x10 3x5 3x5 4x8 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-4-0 4-10-0 12-8-0 0-4-0 19-10-0 7-2-0 28-10-0 9-0-0 30-8-0 1-10-0 33-4-0 2-8-0 39-4-4 6-0-4 45-8-0 6-3-12 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 19-10-0 7-2-0 27-0-0 7-2-0 30-8-0 3-8-0 33-4-0 2-8-0 39-4-4 6-0-4 45-8-0 6-3-12 0-4-111-7-16-5-64-0-83-7-011-7-15.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [9:0-5-12,0-2-8], [16:0-5-8,0-4-4], [20:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.41 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.36 0.14 0.12 (loc) 17-19 17-19 12 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-20,11-12: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 9-14, 10-13 REACTIONS. (size)20=0-8-0, 12=0-8-0, 22=0-8-0 Max Horz 22=381(LC 12) Max Uplift 20=-1582(LC 12), 12=-709(LC 12), 22=-401(LC 12) Max Grav 20=2136(LC 2), 12=1368(LC 18), 22=292(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-211/302, 2-3=-65/321, 3-4=-939/703, 4-6=-1107/528, 6-7=-1489/990, 7-8=-1394/1005, 8-9=-1322/1014, 9-10=-984/774, 10-11=-893/575, 11-12=-1246/826 BOT CHORD 1-22=-252/207, 21-22=-459/196, 20-21=-459/196, 19-20=-719/848, 17-19=-471/1196, 16-17=-673/1418, 8-16=-345/156, 13-14=-440/766 WEBS 2-22=-234/366, 3-20=-502/1094, 4-20=-1711/1363, 4-19=-1229/1697, 6-19=-773/865, 6-17=-374/498, 7-17=-62/327, 8-17=-109/283, 14-16=-784/1617, 9-16=-777/1680, 9-14=-1395/682, 10-14=-79/261, 10-13=-520/485, 11-13=-613/1063, 3-21=-646/234 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 27-0-0, Exterior(2E) 27-0-0 to 33-4-0, Exterior(2R) 33-4-0 to 39-9-8, Interior(1) 39-9-8 to 45-5-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 1582 lb uplift at joint 20, 709 lb uplift at joint 12 and 401 lb uplift at joint 22. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss AC Truss Type PIGGYBACK BASE Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380655 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-AukqQ7bOD6WW2TmRxSx4Rgb23LvNJl9fe_K0sxz5RoR Scale = 1:91.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 26 27 28 29 30 31 32 33 34 3x6 5x8 4x5 5x10 3x6 5x8 4x5 3x4 3x6 3x4 3x4 3x5 4x8 3x6 3x5 5x6 6x8 5x8 3x5 3x5 4x5 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-4-0 4-10-0 12-8-0 0-4-0 19-10-0 7-2-0 28-10-0 9-0-0 30-8-0 1-10-0 33-4-0 2-8-0 39-4-4 6-0-4 45-8-0 6-3-12 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 19-10-0 7-2-0 27-0-0 7-2-0 30-8-0 3-8-0 33-4-0 2-8-0 39-4-4 6-0-4 45-8-0 6-3-12 0-4-111-7-16-5-64-0-83-7-011-7-15.00 12 3.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-4], [9:0-5-12,0-2-8], [16:0-5-8,0-4-4], [20:0-8-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.41 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.37 0.14 0.13 (loc) 17-19 17-19 12 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 324 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 *Except* 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 4-20: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 9-14, 10-13, 11-12 REACTIONS. (size)20=0-8-0, 12=Mechanical, 22=0-8-0 Max Horz 22=379(LC 12) Max Uplift 20=-1587(LC 12), 12=-711(LC 12), 22=-400(LC 12) Max Grav 20=2143(LC 2), 12=1370(LC 18), 22=290(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-213/306, 2-3=-68/326, 3-4=-942/709, 4-6=-1106/527, 6-7=-1494/992, 7-8=-1398/1008, 8-9=-1327/1018, 9-10=-990/779, 10-11=-904/579, 11-12=-1252/826 BOT CHORD 1-22=-256/209, 21-22=-464/195, 20-21=-464/195, 19-20=-725/854, 17-19=-469/1196, 16-17=-674/1424, 8-16=-342/154, 13-14=-446/777 WEBS 2-22=-233/365, 3-20=-504/1095, 4-20=-1715/1365, 4-19=-1232/1703, 6-19=-776/867, 6-17=-376/503, 7-17=-63/329, 8-17=-111/282, 14-16=-786/1626, 9-16=-777/1685, 9-14=-1397/677, 10-14=-76/252, 10-13=-519/488, 11-13=-621/1080, 3-21=-647/235 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=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-6-13, Interior(1) 4-6-13 to 27-0-0, Exterior(2E) 27-0-0 to 33-4-0, Exterior(2R) 33-4-0 to 39-9-8, Interior(1) 39-9-8 to 45-6-4 zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 1587 lb uplift at joint 20, 711 lb uplift at joint 12 and 400 lb uplift at joint 22. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss ATA Truss Type ATTIC Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380656 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-e4HCeTc0_QeNfdLeV9SJ_u774l7P2Exote3aONz5RoQ Scale = 1:44.5 1 2 3 4 5 6 7 8 9 13 12 11 10 17 18 19 20 3x4 5x6 5x6 3x4 6x8 4x5 2x3 2x3 6x8 4x5 6x8 6x8 2x3 2-0-0 2-0-0 2-4-0 0-4-0 10-1-12 7-9-12 18-6-4 8-4-8 26-8-0 8-1-12 2-4-0 2-4-0 6-4-14 4-0-14 10-1-12 3-8-14 12-4-11 2-2-15 13-0-0 0-7-5 13-1-13 0-1-13 15-6-3 2-4-6 15-8-0 0-1-13 16-3-5 0-7-5 18-6-4 2-2-15 22-3-2 3-8-14 26-8-0 4-4-14 0-4-15-9-11-2-15-9-15.00 12 Plate Offsets (X,Y)-- [11:0-3-8,Edge], [12:0-3-8,Edge], [13:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.84 0.93 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.89 0.04 0.38 (loc) 11-12 11-12 10 10-11 l/defl >561 >328 n/a >771 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)10=0-8-0, 13=0-8-0 Max Horz 13=183(LC 11) Max Uplift 10=-508(LC 12), 13=-738(LC 12) Max Grav 10=1059(LC 19), 13=1199(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-466/152, 2-3=-334/178, 3-4=-1591/789, 4-5=-1344/810, 5-6=-1358/838, 6-7=-1339/810, 7-8=-1600/825 BOT CHORD 1-13=-100/435, 12-13=-642/1529, 11-12=-539/1375, 10-11=-770/1479 WEBS 4-12=-19/456, 7-11=-75/496, 8-11=-258/299, 8-10=-1679/839, 2-13=-164/329, 3-13=-1775/1156 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=16ft; B=45ft; L=27ft; 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 12-9-15, Exterior(2E) 12-9-15 to 15-10-1, Exterior(2R) 15-10-1 to 20-0-15, Interior(1) 20-0-15 to 26-6-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 12 = 12% 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 6-7 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 508 lb uplift at joint 10 and 738 lb uplift at joint 13. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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. June 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 77568 Truss ATB Truss Type ATTIC Qty 5 Ply 1 CAUSLEY Job Reference (optional) T24380657 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:08 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-6GrbrpdeljmEHnwq2tzYW5gHY8TGnh3y6Ip7wpz5RoP Scale = 1:43.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 19 20 21 22 23 3x4 4x6 3x4 6x8 2x3 6x8 4x5 2x3 4x4 4x4 2x3 6x8 4x5 3x4 6x8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-12 7-9-12 18-6-4 8-4-8 26-8-0 8-1-12 2-4-0 2-4-0 6-2-14 3-10-14 10-1-12 3-10-14 12-4-11 2-2-15 13-1-13 0-9-2 14-4-0 1-2-3 15-6-3 1-2-3 16-3-5 0-9-2 18-6-4 2-2-15 22-5-2 3-10-14 26-8-0 4-2-14 0-4-16-3-111-2-15.00 12 Plate Offsets (X,Y)-- [5:Edge,0-4-9], [7:Edge,0-4-9], [12:0-3-8,Edge], [13:0-3-8,Edge], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.95 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.84 0.05 0.40 (loc) 12-13 12-13 11 11-12 l/defl >603 >347 n/a >735 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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 2-2-0 oc bracing. REACTIONS. (size)14=0-8-0, 11=0-8-0 Max Horz 14=206(LC 11) Max Uplift 14=-634(LC 12), 11=-443(LC 12) Max Grav 14=1304(LC 21), 11=1117(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-496/126, 2-3=-358/153, 3-4=-1780/662, 4-5=-1556/710, 5-6=-217/808, 6-7=-258/777, 7-8=-1523/703, 8-9=-1772/714 BOT CHORD 1-14=-78/459, 13-14=-511/1670, 12-13=-431/1551, 11-12=-709/1562 WEBS 2-14=-143/345, 3-14=-1915/1052, 4-13=-32/400, 5-15=-2428/1038, 7-15=-2428/1038, 8-12=-64/458, 9-12=-169/338, 9-11=-1805/759 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=16ft; B=45ft; L=27ft; 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 14-4-0, Exterior(2R) 14-4-0 to 17-4-0, Interior(1) 17-4-0 to 26-6-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 170.0lb AC unit load placed on the top chord, 11-9-8 from left end, supported at two points, 2-6-0 apart. 5) The Fabrication Tolerance at joint 12 = 4% 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 634 lb uplift at joint 14 and 443 lb uplift at joint 11. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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. June 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 77568 Truss ATC Truss Type ATTIC Qty 3 Ply 1 CAUSLEY Job Reference (optional) T24380658 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-aTPz39eGW1u5vxV0caVn3JDSPYpXW8R5KyYgSGz5RoO Scale = 1:43.6 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 19 20 21 22 23 3x4 4x6 3x4 6x8 2x3 6x8 4x5 2x3 4x4 4x4 2x3 6x8 4x5 3x4 6x8 11-9-8 2-0-0 2-0-0 2-4-0 0-4-0 10-1-12 7-9-12 18-6-4 8-4-8 26-5-14 7-11-10 2-4-0 2-4-0 6-2-14 3-10-14 10-1-12 3-10-14 12-4-11 2-2-15 13-1-13 0-9-2 14-4-0 1-2-3 15-6-3 1-2-3 16-3-5 0-9-2 18-6-4 2-2-15 22-5-2 3-10-14 26-5-14 4-0-12 0-4-16-3-111-2-155.00 12 Plate Offsets (X,Y)-- [5:Edge,0-4-9], [7:Edge,0-4-9], [12:0-3-8,Edge], [13:0-3-8,Edge], [14:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.92 0.95 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.83 0.05 0.38 (loc) 12-13 12-13 11 11-12 l/defl >605 >346 n/a >754 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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 2-2-0 oc bracing. REACTIONS. (size)14=0-8-0, 11=0-5-8 Max Horz 14=204(LC 11) Max Uplift 14=-630(LC 12), 11=-438(LC 12) Max Grav 14=1296(LC 21), 11=1111(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-494/121, 2-3=-356/149, 3-4=-1759/655, 4-5=-1536/702, 5-6=-211/794, 6-7=-251/758, 7-8=-1506/697, 8-9=-1745/703 BOT CHORD 1-14=-74/457, 13-14=-513/1657, 12-13=-428/1532, 11-12=-683/1500 WEBS 2-14=-139/343, 3-14=-1896/1046, 4-13=-32/399, 5-15=-2389/1023, 7-15=-2389/1023, 8-12=-52/436, 9-12=-128/312, 9-11=-1776/753 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=16ft; B=45ft; L=26ft; 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 14-4-0, Exterior(2R) 14-4-0 to 17-4-0, Interior(1) 17-4-0 to 26-4-2 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 170.0lb AC unit load placed on the top chord, 11-9-8 from left end, supported at two points, 2-6-0 apart. 5) The Fabrication Tolerance at joint 12 = 0% 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15 9) Bottom chord live load (25.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 630 lb uplift at joint 14 and 438 lb uplift at joint 11. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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. June 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 77568 Truss B Truss Type HALF HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380659 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:10 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-2fzLGVfuHL0yW44DAI00cWleByEoFahEZcIE?iz5RoN Scale = 1:61.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 22 23 24 25 26 27 28 3x5 5x8 MT18HS 5x8 MT18HS WB 4x8 5x6 3x6 4x8 3x6 6x8 3x8 3x4 3x4 3x4 3x5 3x8 4x6 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 15-8-2 6-8-2 22-4-4 6-8-2 29-0-6 6-8-2 36-0-0 6-11-10 2-4-0 2-4-0 9-0-0 6-8-0 15-8-2 6-8-2 22-4-4 6-8-2 29-0-6 6-8-2 36-0-0 6-11-10 0-4-14-1-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-4], [6:0-4-0,Edge], [9:Edge,0-3-8], [10:0-3-8,0-1-8], [15:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.63 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.65 -0.34 -0.10 (loc) 11-13 11-13 9 l/defl >619 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 190 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 8-9,8-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-5-9 oc bracing. WEBS 1 Row at midpt 3-13, 7-11, 8-10 2 Rows at 1/3 pts 2-15 REACTIONS. (size)9=0-8-0, 16=0-8-0 Max Horz 16=231(LC 12) Max Uplift 9=-1533(LC 12), 16=-1734(LC 12) Max Grav 9=1234(LC 1), 16=1419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-95/337, 2-3=-1977/4505, 3-4=-2664/6239, 4-5=-2664/6239, 5-7=-2674/6173, 7-8=-1846/4244, 8-9=-1171/2521 BOT CHORD 1-16=-323/122, 15-16=-590/197, 13-15=-4234/1748, 11-13=-6173/2674, 10-11=-4244/1846 WEBS 2-16=-1299/2617, 2-15=-3825/1649, 3-13=-2307/1053, 4-13=-383/419, 5-11=-340/386, 7-11=-2235/953, 7-10=-866/1503, 8-10=-4760/2073 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 9-0-0, Exterior(2R) 9-0-0 to 14-1-2, Interior(1) 14-1-2 to 35-10-4 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1533 lb uplift at joint 9 and 1734 lb uplift at joint 16. 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. June 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 77568 Truss B1 Truss Type HALF HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380660 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-WrXjUrfX2e8p8EfPk?XF8kIqwMXe_?AOoG1nX8z5RoM Scale = 1:61.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 21 22 23 24 25 26 27 28 29 3x5 5x8 MT18HS 4x6 3x4 6x8 3x6 3x4 6x8 4x8 3x4 3x4 3x4 3x4 4x4 4x4 4x10 3x6 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 17-2-2 6-2-2 23-4-4 6-2-2 29-6-6 6-2-2 36-0-0 6-5-10 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 17-2-2 6-2-2 23-4-4 6-2-2 29-6-6 6-2-2 36-0-0 6-5-10 0-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-4], [7:0-3-0,Edge], [8:0-3-8,0-2-0], [17:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.73 0.78 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.25 -0.15 (loc) 16-17 16-17 10 l/defl >713 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 200 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 3-17,8-10: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-5-7 oc bracing. WEBS 1 Row at midpt 4-14, 8-10 REACTIONS. (size)10=0-8-0, 17=0-8-0 Max Horz 17=282(LC 12) Max Uplift 10=-1539(LC 12), 17=-1728(LC 12) Max Grav 10=1234(LC 1), 17=1419(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-147/438, 2-3=-146/509, 3-4=-1917/4494, 4-5=-2242/5280, 5-6=-2127/4947, 6-8=-1426/3301 BOT CHORD 1-17=-343/123, 16-17=-3803/1589, 14-16=-4222/1728, 12-14=-5280/2242, 11-12=-4947/2127, 10-11=-3301/1426 WEBS 2-17=-264/224, 3-17=-1860/3793, 3-16=-543/201, 4-16=-673/206, 4-14=-1325/642, 5-14=-287/228, 5-12=-143/416, 6-12=-926/303, 6-11=-877/2076, 8-11=-1997/659, 8-10=-1743/4030 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 11-0-0, Exterior(2R) 11-0-0 to 16-1-2, Interior(1) 16-1-2 to 35-10-4 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1539 lb uplift at joint 10 and 1728 lb uplift at joint 17. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss B2 Truss Type HALF HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380661 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-TEfTuWhnaGOXNYpnrQZjD9NAx9BwSyZhFZWuc1z5RoK Scale = 1:61.1 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 22 23 24 25 26 27 28 29 30 3x5 5x8 MT18HS 4x6 3x4 6x8 3x6 4x8 4x6 7x8 3x4 3x4 3x4 3x5 3x5 5x6 3x6 2-0-0 2-0-0 2-4-0 0-4-0 7-8-0 5-4-0 13-0-0 5-4-0 20-8-9 7-8-9 28-3-7 7-6-13 36-0-0 7-8-9 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 20-8-9 7-8-9 28-3-7 7-6-13 36-0-0 7-8-9 0-4-15-9-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-4], [6:0-3-0,Edge], [15:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.86 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.52 -0.28 -0.12 (loc) 12-14 12-14 9 l/defl >772 >999 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 201 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-12,5-10,7-9: 2x4 SP M 30 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-15, 5-10, 7-10, 7-9 REACTIONS. (size)9=0-8-0, 16=0-8-0 Max Horz 16=333(LC 12) Max Uplift 9=-1547(LC 12), 16=-1720(LC 12) Max Grav 9=1376(LC 2), 16=1557(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2096/4361, 3-4=-2061/4288, 4-5=-2170/4567, 5-7=-1566/3252 BOT CHORD 15-16=-396/169, 14-15=-4256/1890, 12-14=-4056/1868, 10-12=-4567/2170, 9-10=-3252/1566 WEBS 2-16=-1350/2678, 2-15=-3928/1895, 3-14=-110/261, 4-14=-934/318, 4-12=-639/370, 5-12=-491/198, 5-10=-745/1638, 7-10=-1863/757, 7-9=-1901/3943 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-7-3, Interior(1) 3-7-3 to 13-0-0, Exterior(2R) 13-0-0 to 18-1-2, Interior(1) 18-1-2 to 35-10-4 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) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1547 lb uplift at joint 9 and 1720 lb uplift at joint 16. 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. June 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 77568 Truss C Truss Type Flat Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380662 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-xQCs6siPKZWO?iN_P74ymMwIYZeIBOqqUDGR8Tz5RoJ Scale = 1:49.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 3x6 5x6 3x6 3x4 6x8 3x6 4x4 5x6 3x4 3x4 3x4 4x5 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 4-1-1Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.96 0.40 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 -0.05 0.22 (loc) 9 8-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 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 4-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. WEBS 1 Row at midpt 1-11, 5-7 REACTIONS. (size)12=Mechanical, 7=0-5-8 Max Uplift 12=-670(LC 12), 7=-670(LC 12) Max Grav 12=1056(LC 1), 7=1056(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-990/1423, 1-2=-1579/2085, 2-3=-2055/2705, 3-5=-1580/2085, 6-7=-168/339 BOT CHORD 9-11=-2085/1579, 8-9=-2705/2055, 7-8=-2085/1580 WEBS 1-11=-2309/1751, 2-11=-672/1141, 2-9=-703/539, 3-9=-115/367, 3-8=-539/702, 5-8=-273/495, 5-7=-1751/2310 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-4-2, Exterior(2) 3-4-2 to 25-5-14, Corner(3) 25-5-14 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 670 lb uplift at joint 12 and 670 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C1 Truss Type Flat Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380663 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-PdmEJCi15teFdsyAzrbBJaTTsz?0wsj_jt??gvz5RoI Scale = 1:49.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 3x6 4x6 3x6 3x4 6x8 3x6 4x4 5x6 3x4 3x4 3x4 4x4 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 4-11-1Plate Offsets (X,Y)-- [6:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.92 0.37 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.04 0.16 (loc) 9 8-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 1 Row at midpt 1-11, 3-8, 5-7 REACTIONS. (size)12=Mechanical, 7=0-5-8 Max Uplift 12=-670(LC 12), 7=-670(LC 12) Max Grav 12=1056(LC 1), 7=1056(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-991/1424, 1-2=-1297/1712, 2-3=-1686/2219, 3-5=-1298/1713, 6-7=-166/335 BOT CHORD 9-11=-1712/1297, 8-9=-2219/1686, 7-8=-1713/1298 WEBS 1-11=-2000/1517, 2-11=-673/1144, 2-9=-604/464, 3-9=-115/366, 3-8=-463/604, 5-8=-273/496, 5-7=-1517/2001 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-4-2, Exterior(2) 3-4-2 to 25-5-14, Corner(3) 25-5-14 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 670 lb uplift at joint 12 and 670 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C2 Truss Type Flat Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380664 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-tpKcXYjfsBn6E?XMWY7Qrn?f3NLbfJ_7xXlYCMz5RoH Scale = 1:49.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 3x6 3x8 3x6 3x4 6x8 3x6 3x5 5x6 3x4 3x4 3x4 5x6 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 5-9-1LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.89 0.35 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 -0.04 0.13 (loc) 7-8 7-8 7 9 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. WEBS 1 Row at midpt 1-11, 3-8, 5-7 REACTIONS. (size)12=Mechanical, 7=0-5-8 Max Uplift 12=-670(LC 12), 7=-670(LC 12) Max Grav 12=1056(LC 1), 7=1056(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-992/1425, 1-2=-1100/1453, 2-3=-1429/1881, 3-5=-1101/1453, 6-7=-164/333 BOT CHORD 9-11=-1453/1100, 8-9=-1881/1429, 7-8=-1453/1101 WEBS 1-11=-1795/1361, 2-11=-674/1146, 2-9=-540/414, 3-9=-115/365, 3-8=-414/539, 5-8=-273/497, 5-7=-1362/1797 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-4-2, Exterior(2) 3-4-2 to 25-5-14, Corner(3) 25-5-14 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 670 lb uplift at joint 12 and 670 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C3 Truss Type Flat Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380665 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-L?u_kukHdUvzs96Z4GefO?YqAng4OkrGABU6loz5RoG Scale = 1:48.9 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 3x6 3x8 3x6 3x4 6x8 3x6 3x5 5x6 3x4 3x4 3x4 5x6 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 7-3-6 7-3-6 14-5-0 7-1-10 21-6-10 7-1-10 28-10-0 7-3-6 6-7-1LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.40 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.03 0.11 (loc) 8-9 7-8 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 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 5-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. WEBS 1 Row at midpt 1-12, 1-11, 3-8, 5-7 REACTIONS. (size)12=Mechanical, 7=0-5-8 Max Uplift 12=-670(LC 12), 7=-670(LC 12) Max Grav 12=1242(LC 17), 7=1217(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1103/1425, 1-2=-1112/1261, 2-3=-1444/1632, 3-5=-1112/1262, 6-7=-163/331 BOT CHORD 9-11=-1261/1112, 8-9=-1632/1444, 7-8=-1262/1112 WEBS 1-11=-1653/1458, 2-11=-675/1148, 2-9=-495/443, 3-9=-114/365, 3-8=-442/494, 5-8=-273/611, 5-7=-1460/1654 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-4-2, Exterior(2) 3-4-2 to 25-5-14, Corner(3) 25-5-14 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 670 lb uplift at joint 12 and 670 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C4 Truss Type Hip Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380666 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-pCSMyElwOo1qUJhlez9uwC54TA?G7E0QPrEfHEz5RoF Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 5x6 3x6 3x6 6x8 6x8 2-4-0 2-4-0 8-11-0 6-7-0 15-6-0 6-7-0 22-1-0 6-7-0 28-10-0 6-9-0 2-4-0 2-4-0 8-11-0 6-7-0 15-6-0 6-7-0 22-1-0 6-7-0 28-8-0 6-7-0 28-10-0 0-2-0 6-5-67-5-17-1-97-5-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.46 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.39 0.03 0.07 (loc) 12-13 12-13 8 10 l/defl >999 >889 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 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 8-4-14 oc bracing. WEBS 1 Row at midpt 2-12, 4-9, 6-8, 2-13 REACTIONS. (size)8=0-5-8, 13=Mechanical Max Horz 13=57(LC 12) Max Uplift 8=-683(LC 12), 13=-657(LC 12) Max Grav 8=1237(LC 17), 13=1272(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1138/700, 3-4=-1281/769, 4-6=-943/554 BOT CHORD 12-13=-296/353, 10-12=-700/1138, 9-10=-769/1281, 8-9=-554/943 WEBS 2-12=-594/1170, 3-12=-533/491, 4-9=-498/317, 6-9=-185/675, 6-8=-1370/804, 2-13=-1099/772 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=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-4-0, Exterior(2R) 2-4-0 to 6-6-15, Interior(1) 6-6-15 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 683 lb uplift at joint 8 and 657 lb uplift at joint 13. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C5 Truss Type Hip Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380667 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-HO0l9amY969g5TGxChg7TQdEWaJ3sc9ZdVzCpgz5RoE Scale = 1:52.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 4x8 3x6 5x6 3x4 3x6 3x6 3x4 3x4 3x4 2x3 3x4 6x8 3x10 4-4-0 4-4-0 11-9-15 7-5-15 19-2-1 7-4-3 26-8-0 7-5-15 28-10-0 2-2-0 4-4-0 4-4-0 11-9-15 7-5-15 19-2-1 7-4-3 26-8-0 7-5-15 28-10-0 2-2-0 6-5-68-3-17-4-38-3-15.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-0], [6:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.62 0.56 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.54 0.02 0.07 (loc) 8-9 8-9 8 9-11 l/defl >999 >630 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-0 oc bracing: 9-11. WEBS 1 Row at midpt 3-9, 1-13, 6-8, 6-9 REACTIONS. (size)13=Mechanical, 8=0-5-8 Max Horz 13=55(LC 12) Max Uplift 13=-657(LC 12), 8=-683(LC 12) Max Grav 13=1261(LC 17), 8=1253(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-698/443, 2-3=-1135/767, 3-5=-1052/698, 5-6=-1052/698, 1-13=-1220/774 BOT CHORD 11-12=-399/631, 9-11=-702/1149, 8-9=-203/282 WEBS 2-12=-591/531, 2-11=-442/800, 3-11=-368/362, 5-9=-423/451, 1-12=-595/1050, 6-8=-1068/829, 6-9=-628/1140 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=16ft; B=45ft; L=29ft; 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 4-4-0, Exterior(2R) 4-4-0 to 8-6-15, Interior(1) 8-6-15 to 26-8-0, Exterior(2E) 26-8-0 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 657 lb uplift at joint 13 and 683 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C6 Truss Type Hip Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380668 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-maa7MwmAwPHXjdr8lOBM0dAQn_jdb6zjs9jmL7z5RoD Scale = 1:56.9 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 4x8 3x6 4x5 3x6 3x6 3x4 3x4 3x4 3x4 3x4 4x5 3x6 4x8 3x4 6-4-0 6-4-0 12-5-15 6-1-15 18-6-1 6-0-3 24-8-0 6-1-15 28-10-0 4-2-0 6-4-0 6-4-0 12-5-15 6-1-15 18-6-1 6-0-3 24-8-0 6-1-15 28-10-0 4-2-0 6-5-69-1-17-4-39-1-15.00 12 Plate Offsets (X,Y)-- [2:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.28 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.02 0.06 (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: 227 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 9-3-15 oc bracing. WEBS 1 Row at midpt 2-13, 3-12, 3-10, 5-9, 6-9, 1-14, 7-8 REACTIONS. (size)14=Mechanical, 8=0-5-8 Max Horz 14=83(LC 11) Max Uplift 14=-657(LC 12), 8=-683(LC 12) Max Grav 14=1297(LC 17), 8=1234(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-856/550, 2-3=-1038/755, 3-5=-967/712, 5-6=-530/439, 6-7=-594/413, 1-14=-1174/784, 7-8=-1181/812 BOT CHORD 12-13=-457/780, 10-12=-626/1066, 9-10=-588/984 WEBS 2-13=-451/430, 2-12=-303/581, 3-12=-296/282, 5-10=-50/390, 5-9=-831/483, 1-13=-551/995, 7-9=-621/1012 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=16ft; B=45ft; L=29ft; 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 6-4-0, Exterior(2R) 6-4-0 to 10-6-15, Interior(1) 10-6-15 to 24-8-0, Exterior(2E) 24-8-0 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 657 lb uplift at joint 14 and 683 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C7 Truss Type Hip Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380669 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-A9FF?xp2DKf6a4ZiRWl3dGoyPBiXoQN9Y7xQySz5RoA Scale = 1:57.0 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 3x4 4x8 4x6 3x6 3x4 3x4 3x4 3x4 6x8 3x6 3x8 3x6 8-4-0 8-4-0 15-6-0 7-2-0 22-8-0 7-2-0 28-10-0 6-2-0 4-3-12 4-3-12 8-4-0 4-0-4 15-6-0 7-2-0 22-8-0 7-2-0 28-10-0 6-2-0 6-5-69-11-17-4-39-11-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.46 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.31 0.02 0.05 (loc) 11-12 11-12 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 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 9-7-1 oc bracing. WEBS 1 Row at midpt 3-11, 4-9, 4-8, 5-8, 2-12, 6-7 REACTIONS. (size)12=Mechanical, 7=0-5-8 Max Horz 12=114(LC 11) Max Uplift 12=-657(LC 12), 7=-683(LC 12) Max Grav 12=1308(LC 17), 7=1272(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-940/662, 3-4=-976/766, 4-5=-668/562, 5-6=-757/526, 6-7=-1154/818 BOT CHORD 11-12=-405/640, 9-11=-480/884, 8-9=-589/1011 WEBS 2-11=-181/614, 3-9=-184/336, 4-8=-607/346, 2-12=-1173/739, 6-8=-577/984 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=16ft; B=45ft; L=29ft; 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 8-4-0, Exterior(2R) 8-4-0 to 12-6-15, Interior(1) 12-6-15 to 22-8-0, Exterior(2R) 22-8-0 to 26-10-15, Interior(1) 26-10-15 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 657 lb uplift at joint 12 and 683 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss C8 Truss Type Hip Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380670 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:24 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-eLpeCHpg_enzCE8v_EGIATK32b_OX_CInnhzUuz5Ro9 Scale = 1:60.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 23 3x4 4x4 5x6 3x6 3x8 3x4 3x4 6x8 3x6 3x8 5x6 10-4-0 10-4-0 20-8-0 10-4-0 28-10-0 8-2-0 5-3-12 5-3-12 10-4-0 5-0-4 15-6-0 5-2-0 20-8-0 5-2-0 28-10-0 8-2-0 6-5-610-9-17-4-310-9-15.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.74 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.65 0.02 0.05 (loc) 10-11 10-11 7 8-10 l/defl >839 >526 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 4-8, 5-8, 2-11, 6-7, 6-8 REACTIONS. (size)11=Mechanical, 7=0-5-8 Max Horz 11=146(LC 11) Max Uplift 11=-657(LC 12), 7=-683(LC 12) Max Grav 11=1298(LC 17), 7=1274(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-976/708, 3-4=-868/711, 4-5=-749/655, 5-6=-868/600, 6-7=-1118/823 BOT CHORD 10-11=-457/728, 8-10=-524/893 WEBS 2-10=-80/501, 4-8=-345/235, 2-11=-1139/748, 6-8=-536/963 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=16ft; B=45ft; L=29ft; 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 10-4-0, Exterior(2R) 10-4-0 to 14-6-15, Interior(1) 14-6-15 to 20-8-0, Exterior(2R) 20-8-0 to 24-10-15, Interior(1) 24-10-15 to 28-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 657 lb uplift at joint 11 and 683 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss D Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380671 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-6YN0QdqJlyvqpOj5YxnXjhtFn?GMGUuS0RQX1Kz5Ro8 Scale: 1/4"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 20 21 22 23 24 25 26 27 3x4 4x8 4x8 3x4 3x6 2x3 2x3 2x3 3x8 2x3 2x3 2x3 2x3 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 14-4-0 5-4-0 19-8-0 5-4-0 26-4-0 6-8-0 26-8-0 0-4-0 28-8-0 2-0-0 2-4-0 2-4-0 9-0-0 6-8-0 14-4-0 5-4-0 19-8-0 5-4-0 26-4-0 6-8-0 28-8-0 2-4-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [7:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.70 0.95 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.57 0.03 0.44 (loc) 10-12 10-12 8 10-12 l/defl >942 >501 n/a >658 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)13=0-8-0, 8=0-8-0 Max Horz 13=-142(LC 10) Max Uplift 13=-781(LC 12), 8=-668(LC 12) Max Grav 13=1061(LC 1), 8=1061(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-998/488, 2-3=-1209/792, 3-4=-1441/1108, 4-5=-1441/1108, 5-6=-1209/792, 6-7=-998/523 BOT CHORD 1-13=-532/1015, 12-13=-539/1015, 10-12=-532/1013, 9-10=-527/1013, 8-9=-532/1015, 7-8=-532/1015 WEBS 2-13=-630/756, 3-10=-427/583, 4-10=-382/384, 5-10=-427/583, 6-8=-630/756 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=16ft; B=45ft; L=29ft; 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 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 19-8-0, Exterior(2R) 19-8-0 to 23-10-15, Interior(1) 23-10-15 to 28-8-0 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 781 lb uplift at joint 13 and 668 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss D1 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380672 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-akxOdzrxWF1hRYIH6fImFuQNEPgM?ytbE5A4Zmz5Ro7 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 24 25 3x4 4x8 4x6 3x4 3x6 3x5 3x6 3x4 2x3 3x8 2x3 3x5 3x6 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 17-8-0 6-8-0 26-4-0 8-8-0 26-8-0 0-4-0 28-8-0 2-0-0 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 17-8-0 6-8-0 22-0-0 4-4-0 26-4-0 4-4-0 28-8-0 2-4-0 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [1:0-2-6,Edge], [4:0-5-4,0-2-0], [8:0-2-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.64 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.54 0.03 0.50 (loc) 10-12 10-12 9 10-12 l/defl >866 >531 n/a >577 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 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 4-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. REACTIONS. (size)13=0-8-0, 9=0-8-0 Max Horz 13=173(LC 11) Max Uplift 13=-781(LC 12), 9=-668(LC 12) Max Grav 13=1061(LC 1), 9=1061(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-900/475, 2-3=-1173/829, 3-4=-1138/839, 4-5=-1047/865, 5-6=-1138/838, 6-7=-1173/829, 7-8=-900/528 BOT CHORD 1-13=-558/958, 12-13=-567/1009, 10-12=-557/1047, 9-10=-560/958, 8-9=-560/958 WEBS 2-13=-793/940, 7-9=-793/939 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=16ft; B=45ft; L=29ft; 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 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 17-8-0, Exterior(2R) 17-8-0 to 22-1-14, Interior(1) 22-1-14 to 28-8-0 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 781 lb uplift at joint 13 and 668 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss E Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380673 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:27 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-2wVmrJsZHZ9Y3itUgMp?o6yW7pxKkQelTlvd5Dz5Ro6 Scale = 1:36.4 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 22 23 24 25 3x5 5x6 5x6 3x5 3x6 2x3 3x5 2x3 2x3 2x3 3x5 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 12-8-0 3-8-0 19-4-0 6-8-0 19-8-0 0-4-0 21-8-0 2-0-0 2-4-0 2-4-0 9-0-0 6-8-0 12-8-0 3-8-0 19-4-0 6-8-0 21-8-0 2-4-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [1:0-0-6,Edge], [3:0-3-12,0-2-8], [4:0-3-12,0-2-8], [6:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.90 0.98 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.35 -0.02 (loc) 8-10 8-10 7 l/defl >367 >582 n/a L/d 240 240 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 5-9-10 oc bracing: 8-10. REACTIONS. (size)11=0-8-0, 7=0-8-0 Max Horz 11=133(LC 11) Max Uplift 11=-994(LC 12), 7=-877(LC 12) Max Grav 11=881(LC 2), 7=881(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-672/1449, 2-3=-826/1788, 3-4=-689/1699, 4-5=-826/1788, 5-6=-672/1449 BOT CHORD 1-11=-1418/684, 10-11=-1420/684, 8-10=-1436/689, 7-8=-1418/684, 6-7=-1418/684 WEBS 2-11=-520/829, 3-10=-475/181, 4-8=-475/181, 5-7=-520/829 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=16ft; 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 9-0-0, Exterior(2E) 9-0-0 to 12-8-0, Exterior(2R) 12-8-0 to 16-10-15, Interior(1) 16-10-15 to 21-8-0 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 994 lb uplift at joint 11 and 877 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss E1 Truss Type COMMON Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380674 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:29 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-?JcXF?tpoAPGI?1snnsTtX20?civCGP1x3OkA5z5Ro4 Scale = 1:37.0 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 24 25 3x4 4x4 3x4 4x6 3x8 4x5 6x8 2x3 4x5 6x8 2x3 2-0-0 2-0-0 2-4-0 0-4-0 10-10-0 8-6-0 19-4-0 8-6-0 19-8-0 0-4-0 21-8-0 2-0-0 2-4-0 2-4-0 6-7-0 4-3-0 10-10-0 4-3-0 15-1-0 4-3-0 19-4-0 4-3-0 21-8-0 2-4-0 0-4-14-10-30-4-15.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-3-0], [11:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.65 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.14 -0.03 (loc) 9-11 9-11 8 l/defl >643 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 105 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 5-2-8 oc bracing. REACTIONS. (size)8=0-8-0, 11=0-8-0 Max Horz 11=-160(LC 10) Max Uplift 8=-877(LC 12), 11=-994(LC 12) Max Grav 8=802(LC 1), 11=802(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-81/316, 3-4=-677/1852, 4-5=-677/1852, 5-6=-81/316 BOT CHORD 9-11=-1478/653, 8-9=-1468/653 WEBS 4-9=-1113/321, 5-8=-801/1630, 3-11=-801/1630 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=16ft; 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 10-10-0, Exterior(2R) 10-10-0 to 13-10-0, Interior(1) 13-10-0 to 21-8-0 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 877 lb uplift at joint 8 and 994 lb uplift at joint 11. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss E2 Truss Type COMMON Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380675 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-TVAvTKuRZUX7w9c3LUNiQkaCo07HxiWB9j8IiYz5Ro3 Scale = 1:35.5 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 23 24 25 26 3x4 4x4 3x4 3x6 2x3 2x3 2x3 6x8 3x4 4x4 5x6 2x3 2-0-0 2-0-0 2-4-0 0-4-0 8-4-0 6-0-0 13-10-0 5-6-0 19-4-0 5-6-0 19-8-0 0-4-0 21-8-0 2-0-0 2-4-0 2-4-0 8-4-0 6-0-0 10-10-0 2-6-0 15-1-0 4-3-0 19-4-0 4-3-0 21-8-0 2-4-0 0-4-14-10-30-4-15.00 12 Plate Offsets (X,Y)-- [11:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.23 0.32 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.04 -0.00 (loc) 11-12 11-12 8 l/defl >947 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 101 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)12=0-8-0, 11=0-8-0, 8=0-8-0 Max Horz 12=-160(LC 10) Max Uplift 12=-514(LC 12), 11=-742(LC 12), 8=-615(LC 12) Max Grav 12=384(LC 21), 11=653(LC 1), 8=571(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-133/270, 4-5=-337/1033 BOT CHORD 8-9=-732/327 WEBS 2-12=-319/423, 3-11=-291/439, 4-11=-295/591, 4-9=-964/273, 5-8=-482/1079, 6-8=-202/296 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=16ft; 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 10-10-0, Exterior(2R) 10-10-0 to 13-10-0, Interior(1) 13-10-0 to 21-8-0 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 514 lb uplift at joint 12, 742 lb uplift at joint 11 and 615 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss E3 Truss Type COMMON Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380676 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:31 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-xikHggv3KofzYJBFvCuxyy7HQQQjgCNKONtrE_z5Ro2 Scale: 3/8"=1' 1 2 3 4 5 10 9 8 7 6 14 15 16 17 18 19 20 21 22 23 3x4 4x5 3x6 2x3 2x3 2x3 2x3 3x5 4x6 6x8 2-0-0 2-0-0 2-4-0 0-4-0 8-4-0 6-0-0 13-4-4 5-0-4 18-8-0 5-3-12 2-4-0 2-4-0 8-4-0 6-0-0 10-10-0 2-6-0 18-8-0 7-10-0 0-4-14-10-31-7-15.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [6:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.57 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.08 -0.01 (loc) 6-7 7-9 6 l/defl >881 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 81 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* 5-6: 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 7-7-14 oc bracing. REACTIONS. (size)10=0-8-0, 9=0-8-0, 6=Mechanical Max Horz 10=141(LC 11) Max Uplift 10=-668(LC 12), 9=-467(LC 12), 6=-552(LC 12) Max Grav 10=612(LC 2), 9=428(LC 23), 6=499(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/578, 2-3=-422/842, 3-4=-384/987, 4-5=-493/1169, 5-6=-411/904 BOT CHORD 1-10=-563/344, 9-10=-656/326, 7-9=-656/326, 6-7=-340/162 WEBS 2-10=-387/636, 3-9=-271/404, 4-7=-546/182, 5-7=-610/250 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=16ft; 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 10-10-0, Exterior(2R) 10-10-0 to 13-10-0, Interior(1) 13-10-0 to 18-6-4 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 668 lb uplift at joint 10, 467 lb uplift at joint 9 and 552 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss E4 Truss Type COMMON Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380677 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:32 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-PuIfu0wi55oq9TlRSvPBV9gP1plNPh3Ud1dOnQz5Ro1 Scale: 3/8"=1' 1 2 3 4 5 10 9 8 7 6 14 15 16 17 3x4 5x6 3x6 2x3 2x3 2x3 3x4 3x5 3x6 5x6 2-0-0 2-0-0 2-4-0 0-4-0 8-4-0 6-0-0 13-4-4 5-0-4 18-8-0 5-3-12 2-4-0 2-4-0 8-4-0 6-0-0 10-10-0 2-6-0 18-8-0 7-10-0 0-4-14-10-31-7-15.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.54 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.01 0.16 (loc) 7-9 7-9 6 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 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 9-7-3 oc bracing. REACTIONS. (size)10=0-8-0, 6=Mechanical Max Horz 10=141(LC 11) Max Uplift 10=-605(LC 12), 6=-368(LC 12) Max Grav 10=784(LC 1), 6=586(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-544/284, 2-3=-707/591, 3-4=-622/678, 4-5=-672/586, 5-6=-545/569 BOT CHORD 1-10=-327/566, 9-10=-443/585, 7-9=-416/527 WEBS 2-10=-507/787, 5-7=-204/436 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=16ft; 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 10-10-0, Exterior(2R) 10-10-0 to 13-10-0, Interior(1) 13-10-0 to 18-6-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 605 lb uplift at joint 10 and 368 lb uplift at joint 6. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss F Truss Type ROOF SPECIAL Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380678 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-t4s15MwKsPwhndKd0dwQ1NCa9D_y8?wdrhMyJtz5Ro0 Scale = 1:52.2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 24 25 26 3x5 4x5 4x12 4x8 3x6 2x3 2x3 3x4 2x3 4x4 2x3 3x8 4x4 3x6 5x6 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-8-0 5-2-0 18-0-0 5-4-0 23-4-0 5-4-0 30-4-0 7-0-0 2-4-0 2-4-0 6-7-0 4-3-0 10-10-0 4-3-0 12-8-0 1-10-0 18-0-0 5-4-0 23-4-0 5-4-0 30-4-0 7-0-0 0-4-14-1-14-10-31-2-14-1-15.00 12 Plate Offsets (X,Y)-- [1:0-2-8,Edge], [7:0-5-4,0-2-0], [8:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.80 0.96 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.48 0.04 0.40 (loc) 13-14 13-14 9 13-14 l/defl >999 >690 n/a >828 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)15=0-8-0, 9=0-8-0 Max Horz 15=158(LC 11) Max Uplift 15=-875(LC 12), 9=-646(LC 12) Max Grav 15=1211(LC 1), 9=1023(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1108/652, 2-3=-1365/954, 3-4=-1264/970, 4-5=-1948/1576, 5-6=-1878/1526, 6-7=-1878/1526, 7-8=-1634/1228, 8-9=-954/802 BOT CHORD 1-15=-686/1136, 14-15=-759/1148, 13-14=-889/1315, 11-13=-1222/1770, 10-11=-1011/1438 WEBS 2-15=-752/772, 4-14=-286/266, 4-13=-911/1230, 5-13=-939/795, 6-11=-318/347, 7-11=-388/541, 8-10=-815/1220 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=16ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-6, Interior(1) 3-0-6 to 10-10-0, Exterior(2E) 10-10-0 to 12-8-0, Interior(1) 12-8-0 to 23-4-0, Exterior(2R) 23-4-0 to 26-4-6, Interior(1) 26-4-6 to 30-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 15 and 646 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss F1 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380679 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:34 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-LHQQJixydj2YPmvqaKRfaaljZdOGtTLn4L6VrJz5Ro? Scale = 1:51.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 20 21 22 3x5 4x8 4x8 3x4 3x6 3x5 3x6 3x4 2x3 2x3 3x8 3x4 4x5 6x8 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 16-2-0 5-2-0 21-4-0 5-2-0 30-4-0 9-0-0 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 16-2-0 5-2-0 21-4-0 5-2-0 25-8-4 4-4-4 30-4-0 4-7-12 0-4-14-11-11-2-14-11-15.00 12 Plate Offsets (X,Y)-- [1:0-2-8,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.95 0.77 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.43 0.05 0.40 (loc) 11-13 11-13 9 11-13 l/defl >999 >774 n/a >845 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 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 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. REACTIONS. (size)14=0-8-0, 9=0-8-0 Max Horz 14=161(LC 11) Max Uplift 14=-875(LC 12), 9=-646(LC 12) Max Grav 14=1211(LC 1), 9=1023(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1101/629, 2-3=-1418/1016, 3-4=-1418/1047, 4-5=-1566/1292, 5-6=-1566/1292, 6-7=-1527/1159 BOT CHORD 1-14=-721/1168, 13-14=-786/1193, 11-13=-803/1305, 10-11=-866/1369, 9-10=-1012/1363 WEBS 2-14=-905/1014, 3-13=-80/254, 4-11=-335/416, 5-11=-305/326, 6-11=-234/354, 6-10=-27/275, 7-9=-1411/1126 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=16ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-6, Interior(1) 3-0-6 to 11-0-0, Exterior(2R) 11-0-0 to 15-3-8, Interior(1) 15-3-8 to 21-4-0, Exterior(2R) 21-4-0 to 25-9-5, Interior(1) 25-9-5 to 30-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 14 and 646 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss F2 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380680 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-pT_oW2yaO0AP0wU082yu6oI?o1rRcwTwJ?r2Nlz5Ro_ Scale = 1:51.3 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 22 23 24 25 3x4 4x8 4x6 3x6 3x4 3x6 4x4 3x4 3x4 3x8 3x4 4x4 3x6 4x6 2-0-0 2-0-0 2-4-0 0-4-0 7-8-0 5-4-0 13-0-0 5-4-0 19-4-0 6-4-0 24-8-4 5-4-4 30-4-0 5-7-12 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 19-4-0 6-4-0 24-8-4 5-4-4 30-4-0 5-7-12 0-4-15-9-11-2-15-9-15.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.47 0.26 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.03 0.09 (loc) 10 10-12 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 165 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)14=0-8-0, 8=0-8-0 Max Horz 14=193(LC 11) Max Uplift 14=-875(LC 12), 8=-646(LC 12) Max Grav 14=1211(LC 1), 8=1023(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/49, 2-3=-1540/1069, 3-4=-1406/1101, 4-5=-1265/1102, 5-6=-1424/1124, 6-7=-1627/1181, 7-8=-965/765 BOT CHORD 1-14=-4/340, 13-14=-166/290, 12-13=-912/1384, 10-12=-786/1250, 9-10=-1014/1453 WEBS 2-14=-1092/1076, 2-13=-1151/1392, 3-13=-166/268, 4-12=-54/289, 5-10=-86/304, 6-10=-292/261, 7-9=-922/1328 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=16ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-6, Interior(1) 3-0-6 to 13-0-0, Exterior(2R) 13-0-0 to 17-3-8, Interior(1) 17-3-8 to 19-4-0, Exterior(2R) 19-4-0 to 23-7-8, Interior(1) 23-7-8 to 30-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 14 and 646 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss F3 Truss Type HIP Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380681 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-mr5YxkzqweQ7GEePFT?MCDNKAqX94nEDmIK9Rez5Rny Scale = 1:52.4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 3x6 4x8 4x5 3x4 3x6 3x4 3x6 4x4 3x4 3x4 3x8 3x4 4x4 3x6 4x6 2-0-0 2-0-0 2-4-0 0-4-0 8-8-0 6-4-0 15-0-0 6-4-0 17-4-0 2-4-0 23-8-4 6-4-4 30-4-0 6-7-12 2-4-0 2-4-0 8-8-0 6-4-0 15-0-0 6-4-0 17-4-0 2-4-0 23-8-4 6-4-4 30-4-0 6-7-12 0-4-16-7-11-2-16-7-15.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.31 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.14 0.03 0.10 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 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 7-4-7 oc bracing. REACTIONS. (size)15=0-8-0, 9=0-8-0 Max Horz 15=225(LC 11) Max Uplift 15=-875(LC 12), 9=-646(LC 12) Max Grav 15=1211(LC 1), 9=1023(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-348/14, 2-4=-1591/1089, 4-5=-1296/1021, 5-6=-1138/1021, 6-7=-1303/1033, 7-8=-1660/1182, 8-9=-959/758 BOT CHORD 1-15=-7/309, 14-15=-194/333, 12-14=-919/1421, 11-12=-668/1133, 10-11=-997/1477 WEBS 2-15=-1088/1087, 2-14=-1130/1381, 4-12=-412/296, 5-12=-123/283, 6-11=-182/289, 7-11=-466/393, 8-10=-877/1315 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=16ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-6, Interior(1) 3-0-6 to 15-0-0, Exterior(2E) 15-0-0 to 17-4-0, Exterior(2R) 17-4-0 to 21-7-8, Interior(1) 21-7-8 to 30-2-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 15 and 646 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss F4 Truss Type Common Qty 3 Ply 1 CAUSLEY Job Reference (optional) T24380682 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:38 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-E2fw83_ThxY_tODbpAWbkQwVMEoYpJoM?y4jz4z5Rnx Scale = 1:50.2 1 2 3 4 5 6 7 12 11 10 9 8 16 17 18 19 20 5x8 4x6 4x4 3x4 3x6 2x3 6x8 3x4 3x4 4x4 6x8 2-0-0 2-0-0 2-4-0 0-4-0 11-6-13 9-2-13 20-9-11 9-2-13 30-4-0 9-6-5 2-4-0 2-4-0 9-2-12 6-10-12 16-2-0 6-11-4 23-1-4 6-11-4 30-4-0 7-2-12 0-4-17-0-141-2-15.00 12 Plate Offsets (X,Y)-- [3:0-3-8,0-3-0], [12:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.55 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.33 0.05 0.12 (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: 155 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 5-3-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-15 oc bracing. WEBS 1 Row at midpt 4-12, 6-8 REACTIONS. (size)12=0-8-0, 8=0-8-0 Max Horz 12=243(LC 11) Max Uplift 12=-767(LC 12), 8=-650(LC 12) Max Grav 12=1403(LC 17), 8=1177(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-261/191, 4-5=-1675/1186, 5-6=-1723/1228, 6-7=-387/289, 7-8=-306/308 BOT CHORD 11-12=-1000/1705, 9-11=-640/1218, 8-9=-1023/1612 WEBS 2-12=-334/447, 4-12=-1582/1041, 4-11=-239/360, 5-11=-297/654, 5-9=-334/731, 6-9=-278/399, 6-8=-1526/1008 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=16ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-6, Interior(1) 3-0-6 to 16-2-0, Exterior(2R) 16-2-0 to 19-2-6, Interior(1) 19-2-6 to 30-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 767 lb uplift at joint 12 and 650 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss GR2 Truss Type Common Girder Qty 1 Ply 2 CAUSLEY Job Reference (optional) T24380683 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:41 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-edL3n51L_swZkryAUI3IM3XzbSpS0b5ohwINaPz5Rnu Scale = 1:50.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1020212223242526272829 5x6 WB 4x6 12x18 M18SHS 3x4 7x8 WB 10x14 6x8 3x4 6x8 3x6 10x10 4x6 6x8 7x10 3x10 2-0-0 2-0-0 2-4-0 0-4-0 6-11-5 4-7-5 11-6-11 4-7-5 16-2-0 4-7-5 20-9-8 4-7-8 25-5-0 4-7-8 30-4-0 4-11-0 2-4-0 2-4-0 6-11-5 4-7-5 11-6-11 4-7-5 16-2-0 4-7-5 20-9-8 4-7-8 25-5-0 4-7-8 30-4-0 4-11-0 0-4-17-0-141-2-15.00 12 Plate Offsets (X,Y)-- [1:0-2-9,Edge], [2:0-2-12,0-4-0], [4:0-3-0,Edge], [8:0-4-10,0-2-4], [9:Edge,0-5-4], [12:0-3-8,0-4-8], [15:0-3-8,0-4-4], [16:0-4-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.60 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.39 0.10 0.32 (loc) 12-13 12-13 10 12-13 l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 405 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 2-17,9-10: 2x6 SP No.2, 2-16,6-13,8-10: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. REACTIONS. (size)17=0-8-0, 10=0-8-0 Max Horz 17=242(LC 7) Max Uplift 17=-4637(LC 8), 10=-5338(LC 8) Max Grav 17=6924(LC 1), 10=8868(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-997/679, 2-3=-11429/7682, 3-5=-11469/7632, 5-6=-9693/6239, 6-7=-9694/6239, 7-8=-12419/7681, 8-9=-2200/1371, 9-10=-1001/682 BOT CHORD 1-17=-618/943, 16-17=-803/1050, 15-16=-7010/10485, 13-15=-6865/10559, 12-13=-6910/11445, 11-12=-7358/12245, 10-11=-7371/12272 WEBS 2-17=-6201/4234, 2-16=-6460/9730, 3-16=-458/428, 3-15=-294/439, 5-15=-1733/2621, 5-13=-2870/2028, 6-13=-4553/7210, 7-13=-3655/2089, 7-12=-1792/3451, 8-12=-978/526, 8-11=-1402/2678, 8-10=-12034/7222 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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=16ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) All plates are MT20 plates unless otherwise indicated. 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 4637 lb uplift at joint 17 and 5338 lb uplift at joint 10. 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. June 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 77568 Truss GR2 Truss Type Common Girder Qty 1 Ply 2 CAUSLEY Job Reference (optional) T24380683 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:41 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-edL3n51L_swZkryAUI3IM3XzbSpS0b5ohwINaPz5Rnu NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1398 lb down and 1121 lb up at 7-0-12, 1036 lb down and 690 lb up at 9-0-12, 1036 lb down and 690 lb up at 11-0-12, 1036 lb down and 690 lb up at 13-0-12, 1203 lb down and 690 lb up at 15-0-12, 1213 lb down and 677 lb up at 17-0-12, 1190 lb down and 677 lb up at 19-0-12, 1219 lb down and 677 lb up at 21-0-12, 1227 lb down and 677 lb up at 23-0-12, 1219 lb down and 677 lb up at 25-0-12 , and 1245 lb down and 731 lb up at 27-0-12, and 1245 lb down and 731 lb up at 29-0-12 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-9=-54, 1-10=-20 Concentrated Loads (lb) Vert: 16=-1398(F) 12=-1036(F) 20=-1036(F) 21=-1036(F) 22=-1036(F) 23=-1036(F) 24=-1036(F) 25=-1036(F) 26=-1036(F) 27=-1036(F) 28=-1097(F) 29=-1097(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 77568 Truss GR3 Truss Type COMMON GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380684 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-6pvR_R1zkA2QM?WM20aXvG4GWrGolBoywa2w6rz5Rnt Scale = 1:35.5 1 2 3 4 5 6 7 12 11 10 9 8 19 3x4 4x4 3x4 3x6 3x4 2x3 4x8 2x3 3x4 4x4 3x4 2x3 2-0-0 2-0-0 2-4-0 0-4-0 8-4-0 6-0-0 13-10-0 5-6-0 19-4-0 5-6-0 19-8-0 0-4-0 21-8-0 2-0-0 2-4-0 2-4-0 8-4-0 6-0-0 10-10-0 2-6-0 15-1-0 4-3-0 19-4-0 4-3-0 21-8-0 2-4-0 0-4-14-10-30-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.19 0.15 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.04 -0.00 (loc) 8-9 11-12 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 109 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)12=0-8-0, 11=0-8-0, 8=0-8-0 Max Horz 12=-160(LC 23) Max Uplift 12=-441(LC 8), 11=-871(LC 8), 8=-725(LC 8) Max Grav 12=373(LC 17), 11=708(LC 1), 8=584(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-304/515 BOT CHORD 8-9=-336/300 WEBS 2-12=-285/257, 3-11=-286/318, 4-11=-345/340, 4-9=-487/286, 5-8=-439/382 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=16ft; 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) 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 441 lb uplift at joint 12, 871 lb uplift at joint 11 and 725 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 165 lb up at 18-8-12 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-7=-54, 13-16=-20 Concentrated Loads (lb) Vert: 19=-36(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. June 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 77568 Truss GR4 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380685 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:43 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-a?TpBn2bVUAG_95Ycj6mRUdRgFciUhm59EnUeHz5Rns Scale = 1:20.3 1 2 5 3 9 4 3x4 2x3 2x3 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 3-8-2 3-8-2 7-0-0 3-3-14 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.16 0.17 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP 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=0-8-0 Max Horz 5=177(LC 8) Max Uplift 3=-129(LC 8), 4=-21(LC 5), 5=-503(LC 8) Max Grav 3=122(LC 25), 4=88(LC 3), 5=695(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-279/361 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 21 lb uplift at joint 4 and 503 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 355 lb down and 236 lb up at 2-11-4 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 9=-355(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. June 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 77568 Truss GR5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380686 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-3C0CP73DGnI7bJgl9Rd?_h9cXfx4D8dFNuX1Bkz5Rnr Scale = 1:19.5 1 2 3 4 7 6 58910 3x6 3x4 4x4 3x5 5x6 4x8 2x3 2-10-8 2-10-8 3-9-0 0-10-8 7-10-8 4-1-8 3-9-0 3-9-0 7-10-8 4-1-8 1-6-73-3-12-10-103-3-11-6-75.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.15 0.16 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 6=0-8-0. (lb) - Max Horz 7=101(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 7=-184(LC 4), 4=-126(LC 8), 5=-202(LC 8), 6=-1490(LC 8) Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 5=368(LC 1), 6=2034(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=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 7, 126 lb uplift at joint 4, 202 lb uplift at joint 5 and 1490 lb uplift at joint 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 479 lb down and 528 lb up at 1-11-4, 421 lb down and 249 lb up at 3-9-12, and 566 lb down and 382 lb up at 3-11-4, and 566 lb down and 388 lb up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 8=-450(F) 9=-988(F=-566, B=-421) 10=-566(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. June 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 77568 Truss GR6 Truss Type Flat Girder Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380687 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:45 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-XOaacT4s15Q_DTFxj88EWvioI3HqyZ_OcYGajAz5Rnq Scale = 1:12.3 1 2 3 6 5 4789 3x4 3x4 3x8 3x4 2x3 3x4 3-2-8 3-2-8 6-5-0 3-2-8 3-2-8 3-2-8 6-5-0 3-2-8 1-6-7LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.13 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 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 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 4=Mechanical Max Uplift 6=-216(LC 4), 4=-238(LC 4) Max Grav 6=375(LC 1), 4=441(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-321/211, 1-2=-616/335, 2-3=-616/335, 3-4=-321/211 WEBS 1-5=-362/664, 3-5=-362/664 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 216 lb uplift at joint 6 and 238 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 54 lb up at 1-11-4, and 120 lb down and 54 lb up at 3-11-4, and 122 lb down and 53 lb up at 5-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 7=-120(B) 8=-120(B) 9=-122(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. June 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 77568 Truss GRA Truss Type HALF HIP GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380688 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-TniK1856ZigiSmPKrZAicKn1bstQQHyh3slhn3z5Rno Scale = 1:77.5 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 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 4x5 5x8 MT18HS 3x6 4x6 3x6 3x6 6x10 4x10 4x10 3x8 3x8 3x8 4x12 3x6 5x6 WB 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 12-4-0 5-4-0 17-2-6 4-10-6 21-11-1 4-8-10 26-7-11 4-8-10 31-4-5 4-8-10 36-0-15 4-8-10 40-9-10 4-8-10 45-8-0 4-10-6 2-4-0 2-4-0 7-0-0 4-8-0 12-4-0 5-4-0 17-2-6 4-10-6 21-11-1 4-8-10 26-7-11 4-8-10 31-4-5 4-8-10 36-0-15 4-8-10 40-9-10 4-8-10 45-8-0 4-10-6 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.55 0.57 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.48 0.09 0.44 (loc) 17-19 17-19 14 17-19 l/defl >999 >830 n/a >898 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 241 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 13-14,4-23: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. WEBS 1 Row at midpt 3-23, 5-23 REACTIONS. (size)14=0-8-0, 25=0-8-0, 23=0-8-0 Max Horz 25=180(LC 8) Max Uplift 14=-1173(LC 8), 25=-607(LC 24), 23=-2846(LC 8) Max Grav 14=1580(LC 28), 25=90(LC 13), 23=2934(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-312/666, 2-3=-221/745, 3-4=-1817/1956, 4-5=-1817/1956, 5-6=-2675/1654, 6-8=-2675/1654, 8-9=-3962/2762, 9-10=-3962/2762, 10-12=-2111/1514, 12-13=-2111/1514, 13-14=-1518/1179 BOT CHORD 1-25=-616/311, 24-25=-643/132, 23-24=-640/112, 21-23=-193/855, 20-21=-193/855, 19-20=-2497/3707, 17-19=-2497/3707, 16-17=-2436/3431, 15-16=-2436/3431 WEBS 2-25=-228/373, 3-24=-412/326, 3-23=-1673/1950, 4-23=-418/514, 5-23=-3150/2352, 5-21=0/253, 5-20=-1725/2163, 6-20=-354/416, 8-20=-1231/995, 8-19=0/257, 8-17=-362/326, 9-17=-349/409, 10-17=-384/626, 10-16=0/258, 10-15=-1559/1089, 12-15=-356/419, 13-15=-1760/2456 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left 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) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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 1173 lb uplift at joint 14, 607 lb uplift at joint 25 and 2846 lb uplift at joint 23. 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. June 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 77568 Truss GRA Truss Type HALF HIP GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380688 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:48 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-xzGiFU6kK0pZ4w_WOGhx8XKCLGDf9kCqIWVEKVz5Rnn NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 336 lb up at 7-0-0, 113 lb down and 145 lb up at 9-1-13, 113 lb down and 145 lb up at 11-1-13, 124 lb down and 136 lb up at 13-1-13, 124 lb down and 136 lb up at 15-1-13, 124 lb down and 136 lb up at 17-1-13, 124 lb down and 136 lb up at 19-1-13, 124 lb down and 136 lb up at 21-1-13, 124 lb down and 136 lb up at 23-1-13, 124 lb down and 136 lb up at 25-1-13, 124 lb down and 136 lb up at 27-1-13, 124 lb down and 136 lb up at 29-1-13, 124 lb down and 136 lb up at 31-1-13, 124 lb down and 136 lb up at 33-1-13, 124 lb down and 136 lb up at 35-1-13, 124 lb down and 136 lb up at 37-1-13, 124 lb down and 136 lb up at 39-1-13, 124 lb down and 136 lb up at 41-1-13, and 124 lb down and 136 lb up at 43-1-13, and 105 lb down and 131 lb up at 45-5-4 on top chord, and 58 lb down and 141 lb up at 7-0-0, 30 lb down and 59 lb up at 9-1-13, 30 lb down and 59 lb up at 11-1-13, 48 lb down at 13-1-13, 44 lb down at 15-1-13, 44 lb down at 17-1-13, 44 lb down at 19-1-13, 44 lb down at 21-1-13, 44 lb down at 23-1-13, 44 lb down at 25-1-13, 44 lb down at 27-1-13, 44 lb down at 29-1-13, 44 lb down at 31-1-13, 44 lb down at 33-1-13, 44 lb down at 35-1-13, 44 lb down at 37-1-13, 44 lb down at 39-1-13, and 44 lb down at 41-1-13, and 44 lb down at 43-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-13=-54, 14-26=-20 Concentrated Loads (lb) Vert: 3=-51(F) 7=-40(F) 13=-60(F) 24=-26(F) 5=-40(F) 21=-13(F) 9=-40(F) 17=-13(F) 11=-40(F) 29=-41(F) 30=-41(F) 31=-40(F) 32=-40(F) 34=-40(F) 35=-40(F) 36=-40(F) 37=-40(F) 38=-40(F) 40=-40(F) 41=-40(F) 42=-40(F) 43=-40(F) 44=-40(F) 45=-12(F) 46=-12(F) 47=-13(F) 48=-13(F) 49=-13(F) 50=-13(F) 51=-13(F) 52=-13(F) 53=-13(F) 54=-13(F) 55=-13(F) 56=-13(F) 57=-13(F) 58=-13(F) 59=-13(F) 60=-13(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 77568 Truss GRB Truss Type HALF HIP GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380689 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-tMOTfA8_sd3HJE8vWhkPDyPRp4sDdf47mq_LONz5Rnl Scale = 1:60.9 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 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 3x5 5x8 MT18HS 5x8 MT18HS WB 3x4 6x8 5x6 WB 4x8 3x6 5x6 4x5 3x4 3x4 3x4 3x4 3x4 3x4 3x8 3x8 4x10 5x6 WB 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 11-11-3 4-11-3 16-8-9 4-9-7 21-6-0 4-9-7 26-3-7 4-9-7 31-0-13 4-9-7 36-0-0 4-11-3 2-4-0 2-4-0 7-0-0 4-8-0 11-11-3 4-11-3 16-8-9 4-9-7 21-6-0 4-9-7 26-3-7 4-9-7 31-0-13 4-9-7 36-0-0 4-11-3 0-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [6:0-4-0,Edge], [8:0-3-8,0-1-8], [9:0-3-8,0-2-0], [12:0-3-8,0-1-8], [19:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 1.00 0.75 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 1.10 -0.62 -0.25 (loc) 15-16 15-16 11 l/defl >365 >648 n/a L/d 240 240 n/a PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 10-11,2-20: 2x6 SP No.2, 9-11: 2x4 SP M 30 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-5-12 oc bracing. WEBS 1 Row at midpt 2-19, 3-18, 8-12 REACTIONS. (size)11=0-8-0, 20=0-8-0 Max Horz 20=180(LC 8) Max Uplift 11=-2675(LC 8), 20=-2713(LC 8) Max Grav 11=1705(LC 1), 20=1787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2496/3949, 3-4=-3879/6191, 4-5=-4649/7365, 5-7=-4658/7348, 7-8=-3885/6114, 8-9=-2350/3690 BOT CHORD 19-20=-268/67, 18-19=-3667/2234, 16-18=-6191/3879, 15-16=-7365/4649, 14-15=-7348/4658, 12-14=-6114/3885, 11-12=-3690/2350 WEBS 2-20=-1668/2505, 2-19=-3559/2287, 3-19=-351/409, 3-18=-2945/1919, 4-18=-860/1194, 4-16=-1380/906, 5-16=-353/417, 7-15=-351/261, 7-14=-909/1452, 8-14=-1073/607, 8-12=-1806/2851, 9-12=-1823/1076, 9-11=-2726/4282 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=36ft; eave=5ft; 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) All plates are MT20 plates 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2675 lb uplift at joint 11 and 2713 lb uplift at joint 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. June 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 77568 Truss GRB Truss Type HALF HIP GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380689 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:50 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-tMOTfA8_sd3HJE8vWhkPDyPRp4sDdf47mq_LONz5Rnl NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 332 lb up at 7-0-0, 113 lb down and 145 lb up at 9-1-13, 113 lb down and 145 lb up at 11-1-13, 113 lb down and 145 lb up at 13-1-13, 113 lb down and 145 lb up at 15-1-13, 113 lb down and 145 lb up at 17-1-13, 113 lb down and 145 lb up at 19-1-13, 113 lb down and 145 lb up at 21-1-13, 113 lb down and 145 lb up at 23-1-13, 113 lb down and 145 lb up at 25-1-13, 113 lb down and 145 lb up at 27-1-13, 113 lb down and 145 lb up at 29-1-13, 113 lb down and 145 lb up at 31-1-13, and 113 lb down and 145 lb up at 33-1-13, and 103 lb down and 147 lb up at 35-1-13 on top chord, and 58 lb down and 141 lb up at 7-0-0, 30 lb down and 59 lb up at 9-1-13, 30 lb down and 59 lb up at 11-1-13, 30 lb down and 59 lb up at 13-1-13, 30 lb down and 59 lb up at 15-1-13, 30 lb down and 59 lb up at 17-1-13, 30 lb down and 59 lb up at 19-1-13, 30 lb down and 59 lb up at 21-1-13, 30 lb down and 59 lb up at 23-1-13, 30 lb down and 59 lb up at 25-1-13, 30 lb down and 59 lb up at 27-1-13, 30 lb down and 59 lb up at 29-1-13, 30 lb down and 59 lb up at 31-1-13, and 30 lb down and 59 lb up at 33-1-13, and 40 lb down and 70 lb up at 35-1-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-10=-54, 11-21=-20 Concentrated Loads (lb) Vert: 3=-51(F) 19=-26(F) 12=-12(F) 9=-41(F) 24=-41(F) 25=-41(F) 26=-41(F) 27=-41(F) 29=-41(F) 30=-41(F) 31=-41(F) 32=-41(F) 33=-41(F) 34=-41(F) 35=-41(F) 37=-41(F) 38=-55(F) 39=-12(F) 40=-12(F) 41=-12(F) 42=-12(F) 43=-12(F) 44=-12(F) 45=-12(F) 46=-12(F) 47=-12(F) 48=-12(F) 49=-12(F) 50=-12(F) 51=-20(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 77568 Truss GRC Truss Type Flat Girder Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380690 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-qkVD4s9FOFJ?ZYHHd6mtJNVuPtaL5a?QD8TSTGz5Rnj Scale = 1:49.0 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 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3x6 4x6 4x6 4x6 3x6 4x6 4x12 2x3 3x8 2x3 3x8 2x3 2x3 3x8 2x3 4x12 4-10-13 4-10-13 9-7-15 4-9-1 14-5-0 4-9-1 19-2-1 4-9-1 23-11-3 4-9-1 28-10-0 4-10-13 4-10-13 4-10-13 9-7-15 4-9-1 14-5-0 4-9-1 19-2-1 4-9-1 23-11-3 4-9-1 28-10-0 4-10-13 3-3-1Plate Offsets (X,Y)-- [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.52 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.08 0.35 (loc) 12 11-12 9 12 l/defl >999 >947 n/a >974 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 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 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 1 Row at midpt 1-15, 8-10 REACTIONS. (size)16=Mechanical, 9=0-5-8 Max Uplift 16=-1101(LC 8), 9=-1129(LC 8) Max Grav 16=1466(LC 25), 9=1501(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1399/1107, 1-2=-2061/1548, 2-3=-2061/1548, 3-4=-3643/2737, 4-6=-3643/2737, 6-7=-2063/1550, 7-8=-2063/1550, 8-9=-1423/1137 BOT CHORD 14-15=-2439/3245, 12-14=-2439/3245, 11-12=-2442/3247, 10-11=-2442/3247 WEBS 1-15=-1795/2389, 2-15=-377/452, 3-15=-1396/1050, 3-14=0/256, 3-12=-389/469, 4-12=-351/410, 6-12=-386/467, 6-11=0/255, 6-10=-1395/1051, 7-10=-378/452, 8-10=-1795/2389 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 1101 lb uplift at joint 16 and 1129 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb down and 136 lb up at 1-9-12, 127 lb down and 136 lb up at 3-9-12, 127 lb down and 136 lb up at 5-9-12, 125 lb down and 136 lb up at 7-9-12, 124 lb down and 136 lb up at 9-9-12, 124 lb down and 136 lb up at 11-9-12, 124 lb down and 136 lb up at 13-9-12, 124 lb down and 136 lb up at 15-9-12, 124 lb down and 136 lb up at 17-9-12, 124 lb down and 136 lb up at 19-9-12, 127 lb down and 136 lb up at 21-9-12, 127 lb down and 136 lb up at 23-9-12, and 127 lb down and 136 lb up at 25-9-12, and 123 lb down and 135 lb up at 27-9-12 on top chord, and 44 lb down at 1-9-12, 44 lb down at 3-9-12, 44 lb down at 5-9-12, 44 lb down at 7-9-12, 44 lb down at 9-9-12, 44 lb down at 11-9-12, 44 lb down at 13-9-12, 44 lb down at 15-9-12, 44 lb down at 17-9-12, 44 lb down at 19-9-12, 44 lb down at 21-9-12, 44 lb down at 23-9-12, and 44 lb down at 25-9-12, and 44 lb down at 27-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This 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. June 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 77568 Truss GRC Truss Type Flat Girder Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380690 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:52 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-qkVD4s9FOFJ?ZYHHd6mtJNVuPtaL5a?QD8TSTGz5Rnj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54, 9-16=-20 Concentrated Loads (lb) Vert: 5=-40(F) 3=-40(F) 14=-13(F) 7=-40(F) 10=-13(F) 17=-40(F) 18=-40(F) 19=-40(F) 20=-40(F) 22=-40(F) 24=-40(F) 25=-40(F) 26=-40(F) 28=-40(F) 29=-40(F) 30=-44(F) 31=-13(F) 32=-13(F) 33=-13(F) 34=-13(F) 35=-13(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=-13(F) 40=-13(F) 41=-13(F) 42=-14(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 77568 Truss GRD Truss Type Hip Girder Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380691 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-m7dzVYBVwsZjorRglXoLOoaGdhISZXCjgSyZX9z5Rnh Scale: 1/4"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3x4 4x8 4x8 3x4 3x6 3x5 3x6 5x6 3x8 2x3 3x4 3x4 5x6 3x5 3x6 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 11-11-4 4-11-4 16-8-12 4-9-8 21-8-0 4-11-4 26-4-0 4-8-0 26-8-0 0-4-0 28-8-0 2-0-0 2-4-0 2-4-0 7-0-0 4-8-0 11-11-4 4-11-4 16-8-12 4-9-8 21-8-0 4-11-4 26-4-0 4-8-0 28-8-0 2-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [6:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.42 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.20 -0.04 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 142 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 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-9 oc bracing. REACTIONS. (size)15=0-8-0, 9=0-8-0 Max Horz 15=110(LC 7) Max Uplift 15=-1153(LC 8), 9=-1153(LC 8) Max Grav 15=1391(LC 36), 9=1391(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1794/1626, 3-4=-2528/2249, 4-5=-2528/2249, 5-6=-2529/2251, 6-7=-1794/1626 BOT CHORD 13-14=-1358/1661, 11-13=-2072/2562, 10-11=-1357/1614 WEBS 2-15=-1283/1154, 2-14=-1396/1646, 3-13=-830/1104, 4-13=-399/474, 5-11=-402/467, 6-11=-833/1106, 7-10=-1395/1648, 7-9=-1283/1154 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=16ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1153 lb uplift at joint 15 and 1153 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 278 lb down and 321 lb up at 7-0-0, 124 lb down and 136 lb up at 9-0-12, 124 lb down and 136 lb up at 11-0-12, 124 lb down and 136 lb up at 13-0-12, 124 lb down and 136 lb up at 14-4-0, 124 lb down and 136 lb up at 15-7-4, 124 lb down and 136 lb up at 17-7-4, and 124 lb down and 136 lb up at 19-7-4, and 278 lb down and 321 lb up at 21-8-0 on top chord, and 54 lb down and 145 lb up at 7-0-0, 44 lb down at 9-0-12, 44 lb down at 11-0-12, 44 lb down at 13-0-12, 44 lb down at 14-4-0, 44 lb down at 15-7-4, 44 lb down at 17-7-4, and 44 lb down at 19-7-4, and 54 lb down and 145 lb up at 21-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss GRD Truss Type Hip Girder Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380691 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:54 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-m7dzVYBVwsZjorRglXoLOoaGdhISZXCjgSyZX9z5Rnh LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-8=-54, 16-19=-20 Concentrated Loads (lb) Vert: 3=-51(F) 6=-51(F) 14=-27(F) 10=-27(F) 23=-40(F) 24=-40(F) 26=-40(F) 27=-40(F) 28=-40(F) 30=-40(F) 31=-40(F) 33=-13(F) 34=-13(F) 35=-13(F) 36=-13(F) 37=-13(F) 38=-13(F) 39=-13(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 77568 Truss GRE Truss Type HIP GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380692 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-iVlkwDClRTpQ19b2syrpTDfddV2j1PU08mRgc1z5Rnf Scale = 1:36.2 1 2 3 4 5 6 7 13 12 11 10 9 8 20 21 22 23 24 25 3x4 4x8 4x8 3x4 3x6 3x5 3x6 4x4 3x8 2x3 4x4 3x5 3x6 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 10-10-0 3-10-0 14-8-0 3-10-0 19-4-0 4-8-0 19-8-0 0-4-0 21-8-0 2-0-0 2-4-0 2-4-0 7-0-0 4-8-0 10-10-0 3-10-0 14-8-0 3-10-0 19-4-0 4-8-0 21-8-0 2-4-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.34 0.17 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.06 -0.02 (loc) 10-12 10 8 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 107 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 5-10-9 oc bracing. REACTIONS. (size)13=0-8-0, 8=0-8-0 Max Horz 13=-104(LC 30) Max Uplift 13=-1456(LC 8), 8=-1339(LC 8) Max Grav 13=959(LC 1), 8=959(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1062/1767, 3-4=-1193/2102, 4-5=-1193/2102, 5-6=-1062/1787 BOT CHORD 10-12=-1535/925, 9-10=-1515/925 WEBS 2-13=-856/1265, 2-12=-1564/979, 3-10=-553/361, 4-10=-326/395, 5-10=-553/361, 6-9=-1547/979, 6-8=-856/1199 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=16ft; 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 1456 lb uplift at joint 13 and 1339 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 327 lb up at 7-0-0, 113 lb down and 145 lb up at 9-0-12, 113 lb down and 145 lb up at 10-10-0, and 113 lb down and 145 lb up at 12-7-4, and 267 lb down and 327 lb up at 14-8-0 on top chord, and 58 lb down and 141 lb up at 7-0-0, 30 lb down and 59 lb up at 9-0-12, 30 lb down and 59 lb up at 10-10-0, and 30 lb down and 59 lb up at 12-7-4, and 58 lb down and 141 lb up at 14-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 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. June 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 77568 Truss GRE Truss Type HIP GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380692 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:56 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-iVlkwDClRTpQ19b2syrpTDfddV2j1PU08mRgc1z5Rnf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-51(B) 5=-51(B) 12=-26(B) 10=-12(B) 4=-41(B) 9=-26(B) 21=-41(B) 22=-41(B) 24=-12(B) 25=-12(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 77568 Truss GRF Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380693 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-AiJ67ZDNCnxHfJAFQfM20RClAuDfmp89NQAD8Uz5Rne Scale = 1:55.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 25 26 27 28 29 30 31 32 3x4 4x4 4x12 4x10 3x4 4x6 4x4 3x6 5x6 3x4 3x10 2x3 2x3 4x10 6x8 4x5 3x6 3x6 2-0-0 2-0-0 2-4-0 0-4-0 6-7-0 4-3-0 10-10-0 4-3-0 14-8-0 3-10-0 20-0-0 5-4-0 25-4-0 5-4-0 30-0-0 4-8-0 30-4-0 0-4-0 32-4-0 2-0-0 2-4-0 2-4-0 6-7-0 4-3-0 10-10-0 4-3-0 14-8-0 3-10-0 20-0-0 5-4-0 25-4-0 5-4-0 30-0-0 4-8-0 32-4-0 2-4-0 0-4-13-3-14-10-30-4-13-3-15.00 12 Plate Offsets (X,Y)-- [7:0-7-0,0-2-4], [11:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.54 0.83 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.40 0.07 0.36 (loc) 13-14 13-14 10 13-14 l/defl >999 >832 n/a >917 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-7 oc bracing. REACTIONS. (size)18=0-8-0, 10=0-8-0 Max Horz 18=-176(LC 6) Max Uplift 18=-1121(LC 8), 10=-1370(LC 8) Max Grav 18=1442(LC 1), 10=1674(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1837/1305, 3-4=-1947/1489, 4-5=-1938/1490, 5-6=-3554/2926, 6-7=-3554/2926, 7-8=-2297/2000 BOT CHORD 16-17=-1083/1651, 14-16=-2425/3356, 13-14=-2426/3365, 11-13=-1702/2054 WEBS 2-18=-1322/1058, 2-17=-1246/1726, 3-17=-333/336, 3-16=-275/233, 4-16=-925/1236, 5-16=-2022/1619, 5-13=-780/657, 6-13=-471/556, 7-13=-1195/1716, 7-11=-303/247, 8-11=-1737/2102, 8-10=-1543/1360 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=16ft; B=45ft; L=32ft; 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 1121 lb uplift at joint 18 and 1370 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 142 lb up at 18-8-12, 112 lb down and 142 lb up at 19-9-8, 112 lb down and 142 lb up at 21-3-4, and 112 lb down and 142 lb up at 23-3-4, and 283 lb down and 330 lb up at 25-4-0 on top chord, and 348 lb down and 222 lb up at 18-8-12, 38 lb down and 29 lb up at 19-9-8, 38 lb down and 29 lb up at 21-3-4, and 38 lb down and 29 lb up at 23-3-4, and 72 lb down and 182 lb up at 25-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss GRF Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380693 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:58 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-eutULvE?z538HTlR_NtHYelvwIZuVGOJb4wmgwz5Rnd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-9=-54, 19-22=-20 Concentrated Loads (lb) Vert: 7=-65(B) 6=-43(B) 13=-24(B) 11=-58(B) 27=-53(B) 28=-43(B) 29=-43(B) 30=-348(B) 31=-24(B) 32=-24(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 77568 Truss GRS Truss Type HIP GIRDER Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380694 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:41:59 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-64QsYFFekOB?vcKdX4OW5sH6Ei_cEvhSqkfKDMz5Rnc Scale = 1:27.6 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 22 23 24 3x4 4x8 4x4 3x4 3x6 2x3 3x4 3x6 2x3 3x6 2x3 1-4-0 1-4-0 1-8-0 0-4-0 7-0-0 5-4-0 9-8-0 2-8-0 15-0-0 5-4-0 15-4-0 0-4-0 16-8-0 1-4-0 1-8-0 1-8-0 3-9-14 2-1-14 7-0-0 3-2-2 9-8-0 2-8-0 12-10-2 3-2-2 15-0-0 2-1-14 16-8-0 1-8-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [3:0-5-4,0-2-0], [6:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.48 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.17 0.01 (loc) 8-10 8-10 7 l/defl >999 >954 n/a L/d 240 240 n/a PLATES MT20 Weight: 66 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 9-2-13 oc bracing. REACTIONS. (size)11=0-8-0, 7=0-8-0 Max Horz 11=-104(LC 6) Max Uplift 11=-685(LC 8), 7=-596(LC 8) Max Grav 11=843(LC 32), 7=835(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-897/523, 2-3=-1060/736, 3-4=-903/731, 4-5=-1052/754, 5-6=-895/527 BOT CHORD 1-11=-548/912, 10-11=-571/954, 8-10=-569/958, 7-8=-553/908, 6-7=-553/908 WEBS 2-11=-550/586, 5-7=-539/548 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=16ft; 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 685 lb uplift at joint 11 and 596 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 377 lb down and 339 lb up at 6-4-0, and 123 lb down and 142 lb up at 8-2-3, and 377 lb down and 339 lb up at 10-2-3 on top chord, and 81 lb down and 34 lb up at 6-4-0, and 45 lb down and 15 lb up at 8-2-3, and 81 lb down and 34 lb up at 10-2-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 12-15=-20 Concentrated Loads (lb) Vert: 18=-101(B) 19=-51(B) 21=-101(B) 22=-51(B) 23=-23(B) 24=-51(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. June 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 77568 Truss HVA Truss Type Valley Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380695 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-bH_FmbFGViJsWmuq5ovld3qIo6P5zOfb3NPtloz5Rnb Scale = 1:9.1 1 2 3 4 3x4 3x6 3x4 3x4 4-0-0 4-0-0 3-1-0 3-1-0 4-0-0 0-11-0 1-3-75.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.14 0.00 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: 12 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, 4=4-0-0 Max Horz 1=61(LC 12) Max Uplift 1=-64(LC 12), 4=-83(LC 12) Max Grav 1=116(LC 1), 4=116(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=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 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 64 lb uplift at joint 1 and 83 lb uplift at joint 4.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J2S Truss Type Jack-Open Qty 8 Ply 1 CAUSLEY Job Reference (optional) T24380696 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:00 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-bH_FmbFGViJsWmuq5ovld3qHR6JFzMFb3NPtloz5Rnb Scale = 1:9.4 1 2 5 3 43x4 3x10 1-4-0 1-4-0 2-4-0 1-0-0 1-8-0 1-8-0 2-4-0 0-8-0 0-4-11-3-110-11-51-3-115.00 12 Plate Offsets (X,Y)-- [5:0-0-4,1-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.41 0.52 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=58(LC 12) Max Uplift 3=-63(LC 1), 4=-85(LC 1), 5=-327(LC 12) Max Grav 3=57(LC 12), 4=89(LC 12), 5=316(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-159/519 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 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 studs spaced at 2-0-0 oc. 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 63 lb uplift at joint 3, 85 lb uplift at joint 4 and 327 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J3 Truss Type JACK-OPEN Qty 14 Ply 1 CAUSLEY Job Reference (optional) T24380697 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:01 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-3TYdzxGuG0Rj8wT0fVQ_AHMN9WinioFlI18RHFz5Rna Scale = 1:10.8 1 2 5 3 4 3x4 3x6 3x5 2-8-0 2-8-0 3-0-0 0-4-0 3-0-0 3-0-0 0-4-11-7-11-2-101-7-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.74 0.37 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.04 -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: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=75(LC 12) Max Uplift 3=-122(LC 1), 4=-189(LC 1), 5=-557(LC 12) Max Grav 3=119(LC 12), 4=197(LC 12), 5=528(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-242/787 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 122 lb uplift at joint 3, 189 lb uplift at joint 4 and 557 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J4 Truss Type Jack-Open Qty 3 Ply 1 CAUSLEY Job Reference (optional) T24380698 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:03 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-?sgNOdI8odhRNEdOmwTSFiSfwJGWAlO2lLdXM7z5RnY Scale = 1:19.2 1 4 5 2 3 4x5 3x4 4-0-0 4-0-0 4-0-0 4-0-0 1-7-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.97 0.80 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.10 0.04 (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: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=97(LC 12) Max Uplift 4=-34(LC 12), 2=-126(LC 12), 3=-18(LC 12) Max Grav 4=140(LC 1), 2=103(LC 17), 3=72(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=16ft; 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 3-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 4, 126 lb uplift at joint 2 and 18 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J4S Truss Type JACK-OPEN Qty 8 Ply 1 CAUSLEY Job Reference (optional) T24380699 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:04 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-T2ElcyImZxqI?OCbKd_hov_z_jkTvA6B_?N5uaz5RnX Scale = 1:13.5 1 2 5 9 3 4 3x4 3x6 2x3 1-4-0 1-4-0 4-4-0 3-0-0 1-8-0 1-8-0 4-4-0 2-8-0 0-4-12-1-111-9-52-1-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.44 0.31 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=109(LC 12) Max Uplift 3=-63(LC 12), 5=-223(LC 12) Max Grav 3=60(LC 17), 4=34(LC 3), 5=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/96 BOT CHORD 1-5=-102/252 WEBS 2-5=-189/545 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 4-3-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 63 lb uplift at joint 3 and 223 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J5A Truss Type JACK-OPEN Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380700 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:05 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-xEo8pIJOKEy9dXnnuLVwK7X9_73hedLLCf6eQ0z5RnW Scale = 1:19.3 1 2 5 9 10 3 11 12 4 3x4 2x3 2x3 1-9-8 1-9-8 2-1-8 0-4-0 6-9-8 4-8-0 6-9-8 6-9-8 0-5-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.37 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.10 -0.07 (loc) 4-5 4-5 3 l/defl >522 >538 n/a L/d 240 180 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=0-8-0 Max Horz 5=172(LC 12) Max Uplift 3=-134(LC 12), 4=-95(LC 9), 5=-391(LC 12) Max Grav 3=106(LC 17), 4=73(LC 3), 5=364(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-335/165 BOT CHORD 1-5=-147/332 WEBS 2-5=-340/548 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 6-8-12 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 3, 95 lb uplift at joint 4 and 391 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J5P Truss Type JACK-OPEN Qty 10 Ply 1 CAUSLEY Job Reference (optional) T24380701 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:05 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-xEo8pIJOKEy9dXnnuLVwK7X3S7xfedDLCf6eQ0z5RnW Scale = 1:14.9 1 2 5 9 10 3 11 12 4 2x3 2x3 3x4 3x6 2-0-0 2-0-0 2-4-0 0-4-0 5-0-0 2-8-0 5-0-0 5-0-0 0-4-12-5-10-4-72-0-102-5-15.00 12 Plate Offsets (X,Y)-- [1:0-1-14,0-0-2], [1:0-1-4,0-11-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.72 0.89 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.06 -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: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=126(LC 12) Max Uplift 3=-54(LC 9), 4=-50(LC 13), 5=-375(LC 12) Max Grav 3=47(LC 17), 4=20(LC 3), 5=346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/107 BOT CHORD 1-5=-118/280 WEBS 2-5=-229/577 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 4-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 54 lb uplift at joint 3, 50 lb uplift at joint 4 and 375 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J6S Truss Type JACK-OPEN Qty 6 Ply 1 CAUSLEY Job Reference (optional) T24380702 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:06 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-PRMW0eK15Y40EhMzS209tK4AuXNdN3jURJsBySz5RnV Scale = 1:18.9 1 2 5 9 10 3 4 3x4 2x3 3x6 1-4-0 1-4-0 6-4-0 5-0-0 1-8-0 1-8-0 6-4-0 4-8-0 0-4-12-11-112-7-52-11-115.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.99 0.46 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.03 0.03 (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: 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 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=160(LC 12) Max Uplift 3=-126(LC 12), 4=-2(LC 9), 5=-241(LC 12) Max Grav 3=116(LC 17), 4=78(LC 3), 5=316(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/162 BOT CHORD 1-5=-141/322 WEBS 2-5=-320/736 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 6-3-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 126 lb uplift at joint 3, 2 lb uplift at joint 4 and 241 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J7 Truss Type JACK-OPEN Qty 40 Ply 1 CAUSLEY Job Reference (optional) T24380703 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:07 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-tdvuE_LfsrCtsrxA?mXOPYcWGwko6W1dgzblVuz5RnU Scale = 1:20.3 1 2 5 9 10 3 4 3x4 2x3 2x3 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.31 0.40 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=177(LC 12) Max Uplift 3=-120(LC 12), 5=-318(LC 12) Max Grav 3=112(LC 17), 4=70(LC 3), 5=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-390/148 BOT CHORD 1-5=-149/337 WEBS 2-5=-288/723 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 6-11-4 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 120 lb uplift at joint 3 and 318 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss J7P Truss Type JACK-OPEN Qty 22 Ply 1 CAUSLEY Job Reference (optional) T24380704 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:08 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-MpTGRKLHd9KjU?WMZT2dyl9gdK5nr_znvdLI1Lz5RnT Scale = 1:20.3 1 2 5 9 10 3 11 12 4 3x4 2x3 2x3 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 7-0-0 7-0-0 0-4-13-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.35 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 0.09 -0.05 (loc) 4-5 4-5 3 l/defl >575 >589 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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=0-8-0 Max Horz 5=177(LC 12) Max Uplift 3=-130(LC 12), 4=-93(LC 9), 5=-419(LC 12) Max Grav 3=104(LC 17), 4=70(LC 3), 5=387(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-340/164 BOT CHORD 1-5=-149/337 WEBS 2-5=-342/575 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 6-11-4 zone; cantilever left exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf 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 130 lb uplift at joint 3, 93 lb uplift at joint 4 and 419 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss JU Truss Type JACK-OPEN Qty 14 Ply 1 CAUSLEY Job Reference (optional) T24380705 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:09 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-q?1efgMvOTSa594Y7BZsVzivgkROaTtw7H4sZnz5RnS Scale = 1:6.5 1 2 3 3x4 1-0-0 1-0-0 1-0-0 1-0-0 0-8-70-4-10-9-10-4-100-4-100-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.13 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 3 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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=-86(LC 12), 3=112(LC 12) Max Uplift 3=-90(LC 12) Max Grav 3=73(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/74 BOT CHORD 1-3=-81/345 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 90 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss KJ7 Truss Type DIAGONAL HIP GIRDER Qty 7 Ply 1 CAUSLEY Job Reference (optional) T24380706 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:10 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-ICb1s0NX8maRjJflhu551AE0z8miJtX4MxqP5Dz5RnR Scale = 1:20.1 1 2 3 7 6 11 4 12 13 5 3x4 2x3 2x3 3x4 3x4 2-8-10 2-8-10 3-2-4 0-5-10 6-4-6 3-2-2 9-10-1 3-5-11 3-2-4 3-2-4 5-2-9 2-0-5 6-4-6 1-1-13 9-10-1 3-5-11 0-4-13-2-132-10-123-2-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.38 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 0.13 0.06 (loc) 6-7 6-7 4 l/defl >458 >619 n/a L/d 240 240 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=177(LC 8) Max Uplift 4=-145(LC 8), 5=-117(LC 8), 7=-761(LC 8) Max Grav 4=116(LC 28), 5=53(LC 3), 7=799(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-518/617 BOT CHORD 1-7=-579/531, 6-7=-579/355 WEBS 2-7=-418/403, 2-6=-371/606 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 145 lb uplift at joint 4, 117 lb uplift at joint 5 and 761 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 194 lb down and 199 lb up at 4-4-0, and 194 lb down and 199 lb up at 4-4-0 on top chord, and 45 lb down and 104 lb up at 1-6-1, 45 lb down and 104 lb up at 1-6-1, and 251 lb down and 217 lb up at 4-4-0, and 251 lb down and 217 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 11=153(F=76, B=76) 12=-90(F=-45, B=-45) 13=229(F=115, B=115) 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. June 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 77568 Truss KJS Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 CAUSLEY Job Reference (optional) T24380707 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:11 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-mO9P4MO9v4iILSExEccKaOnDSY8q2LWDbbZyegz5RnQ Scale = 1:18.1 1 2 3 4 8 7 12 13 5 14 15 63x4 2x3 3x4 3x4 2x3 2x3 1-9-5 1-9-5 2-2-15 0-5-10 5-5-1 3-2-2 8-10-12 3-5-11 2-2-15 2-2-15 4-8-14 2-6-0 5-5-1 0-8-3 8-10-12 3-5-11 0-4-12-11-80-4-12-7-62-11-83.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.23 0.20 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.02 0.03 (loc) 7 6-7 5 6-7 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 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)5=Mechanical, 6=Mechanical, 8=0-11-5 Max Horz 8=160(LC 8) Max Uplift 5=-152(LC 8), 6=-4(LC 8), 8=-379(LC 8) Max Grav 5=221(LC 28), 6=75(LC 3), 8=547(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-449/139, 2-3=-450/149, 3-4=-399/167 BOT CHORD 1-8=-127/453, 7-8=-160/316 WEBS 4-7=-203/401, 2-8=-256/164 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 152 lb uplift at joint 5, 4 lb uplift at joint 6 and 379 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 139 lb up at 3-4-10, 132 lb down and 139 lb up at 3-4-10, and 116 lb down and 75 lb up at 6-2-10, and 116 lb down and 75 lb up at 6-2-10 on top chord, and 89 lb down and 91 lb up at 3-4-10, 89 lb down and 91 lb up at 3-4-10, and 21 lb down and 4 lb up at 6-2-10, and 21 lb down and 4 lb up at 6-2-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 6-9=-20 Concentrated Loads (lb) Vert: 12=102(F=51, B=51) 14=85(F=43, B=43) 15=9(F=4, B=4) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss MV2 Truss Type Valley Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380708 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:14 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-AzrXiNQ2C?4tCwzWwk91C0Pl6lDBFj7fHZodF_z5RnN 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 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.08 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=32(LC 12) Max Uplift 1=-23(LC 12), 2=-40(LC 12) Max Grav 1=47(LC 1), 2=36(LC 17), 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=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 40 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss MV4 Truss Type Valley Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380709 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-e9OwvjRgzJCkp4YiTRgGkEypD9Xt_AMpWDXAnRz5RnM 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 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.57 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=80(LC 12) Max Uplift 1=-57(LC 12), 3=-90(LC 12) Max Grav 1=116(LC 1), 3=119(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 90 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss MV6 Truss Type Valley Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380710 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:15 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-e9OwvjRgzJCkp4YiTRgGkEyqE9RA_AMpWDXAnRz5RnM Scale = 1:15.6 1 2 3 4 5 3x4 3x4 3x4 6-0-0 6-0-0 2-6-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.56 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: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0 Max Horz 1=131(LC 12) Max Uplift 1=-93(LC 12), 3=-148(LC 12) Max Grav 1=190(LC 1), 3=195(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-202/389 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 148 lb uplift at joint 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss MV8 Truss Type Valley Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380711 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:16 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-7MyI73SIkcKbRE7u19BVHRU_jZrgjb2yktHjJtz5RnL Scale = 1:19.6 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 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.52 0.22 0.16 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=182(LC 12) Max Uplift 4=-87(LC 12), 5=-258(LC 12) Max Grav 1=85(LC 1), 4=115(LC 17), 5=341(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/143 WEBS 2-5=-318/553 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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;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 87 lb uplift at joint 4 and 258 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss MV10 Truss Type Valley Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380712 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-EajnHiPngOq9ycp7oJ7Z6bKH8xSznn?NpFJWA6z5RnP Scale = 1:24.3 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 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.33 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=233(LC 12) Max Uplift 4=-115(LC 12), 5=-317(LC 12) Max Grav 1=121(LC 1), 4=151(LC 17), 5=420(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/146, 3-4=-128/260 WEBS 2-5=-354/567 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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;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 115 lb uplift at joint 4 and 317 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss MV12 Truss Type Valley Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380713 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:12 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-EajnHiPngOq9ycp7oJ7Z6bKLpxQXnmONpFJWA6z5RnP Scale = 1:28.1 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 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.49 0.21 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=284(LC 12) Max Uplift 4=-136(LC 12), 5=-389(LC 12) Max Grav 1=149(LC 1), 4=181(LC 17), 5=514(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-391/164, 3-4=-141/276 WEBS 2-5=-403/696 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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;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 136 lb uplift at joint 4 and 389 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss MV14 Truss Type GABLE Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380714 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:13 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-inH9U1PQRhy0amOJM0eofpsZuLrBWEKW2v23iYz5RnO Scale = 1:33.0 1 2 3 4 7 6 5 8 93x4 3x4 3x4 2x3 2x3 2x3 2x3 14-0-0 14-0-0 5-10-05.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.14 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: 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 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=336(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 5=-114(LC 12), 6=-316(LC 12), 7=-259(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=534(LC 17), 7=402(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/198, 2-3=-317/129 WEBS 3-6=-310/550, 2-7=-251/449 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=16ft; 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 13-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 5, 316 lb uplift at joint 6 and 259 lb uplift at joint 7.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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 77568 Truss PBA Truss Type Piggyback Qty 3 Ply 1 CAUSLEY Job Reference (optional) T24380715 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:17 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-bYWgKPSwVwSS3Ni5bsjkpf1CEy8tS4s6zX0HrJz5RnK Scale = 1:12.4 1 2 3 4 5 3x6 3x4 3x4 6-4-0 6-4-0 3-2-0 3-2-0 6-4-0 3-2-0 0-3-131-3-130-1-80-3-130-1-85.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-3-0,Edge], [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.41 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 16 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=4-2-10, 4=4-2-10 Max Horz 2=-41(LC 10) Max Uplift 2=-157(LC 12), 4=-157(LC 12) Max Grav 2=193(LC 1), 4=193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-197/357, 3-4=-197/372 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=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 157 lb uplift at joint 2 and 157 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. June 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 77568 Truss PBC Truss Type Piggyback Qty 2 Ply 1 CAUSLEY Job Reference (optional) T24380716 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-3k42YlTYGEaJgXHH9aEzMsaNFMWIBX6FCBmqOmz5RnJ Scale = 1:12.6 1 2 3 4 5 6 3x6 3x6 3x4 3x4 6-4-0 6-4-0 2-0-0 2-0-0 4-4-0 2-4-0 6-4-0 2-0-0 0-3-130-10-00-1-80-3-130-1-80-8-85.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-4], [4:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 6 5 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 16 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. REACTIONS. (size)2=4-2-10, 5=4-2-10 Max Horz 2=24(LC 11) Max Uplift 2=-157(LC 12), 5=-157(LC 12) Max Grav 2=193(LC 1), 5=193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-328/472, 3-4=-316/448, 4-5=-329/473 BOT CHORD 2-5=-353/303 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=16ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 157 lb uplift at joint 2 and 157 lb uplift at joint 5. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. June 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 77568 Truss S Truss Type COMMON Qty 1 Ply 1 CAUSLEY Job Reference (optional) T24380717 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jun 17 07:42:19 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:UZP169sNDYPDUgOutI0zMHz66fw-XxeQl5UA1XjAIhrTiHlCv46XImsiwxsOQrVNwCz5RnI Scale = 1:27.2 1 2 3 4 5 6 7 10 9 8 17 18 19 20 3x4 3x4 4x5 5x8 2x3 2x3 3x6 2x3 3x6 2x3 1-4-0 1-4-0 1-8-0 0-4-0 8-4-0 6-8-0 15-0-0 6-8-0 15-4-0 0-4-0 16-8-0 1-4-0 1-8-0 1-8-0 4-5-14 2-9-14 8-4-0 3-10-2 12-2-2 3-10-2 15-0-0 2-9-14 16-8-0 1-8-0 0-4-13-9-110-4-15.00 12 Plate Offsets (X,Y)-- [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.26 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.01 0.09 (loc) 9 9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 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)10=0-8-0, 8=0-8-0 Max Horz 10=-123(LC 10) Max Uplift 10=-470(LC 12), 8=-387(LC 12) Max Grav 10=617(LC 1), 8=617(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/305, 2-3=-598/585, 3-4=-519/516, 4-5=-519/516, 5-6=-598/585, 6-7=-446/305 BOT CHORD 1-10=-372/481, 9-10=-387/522, 8-9=-373/481, 7-8=-373/481 WEBS 2-10=-443/754, 6-8=-443/754 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=16ft; 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 8-4-0, Exterior(2R) 8-4-0 to 11-4-0, Interior(1) 11-4-0 to 16-8-0 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 470 lb uplift at joint 10 and 387 lb uplift at joint 8. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. June 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