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HomeMy WebLinkAboutAPPROVED, trussengineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 77719 - MCNALLY Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf Site Information: Lot/Block: . Customer Info: Driftwood Homes Project Name: McNally Model: . Subdivision: . Address: 357 Nettles Blvd, . State: FLCity: Jensen Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: August 5,2021 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 T24925345 A Date 8/5/212T24925346A18/5/213T24925347A28/5/214T24925348A38/5/215T24925349A48/5/216T24925350AA8/5/217T24925351AB8/5/218T24925352AC8/5/219T24925353FLA8/5/2110T24925354FLB8/5/2111T24925355FLC8/5/2112T24925356FLD8/5/2113T24925357FLE8/5/2114T24925358FLF8/5/21 No.Seal#Truss Name 15 T24925359 GEA Date 8/5/2116T24925360GRA8/5/2117T24925361GRB8/5/2118T24925362J18/5/2119T24925363J1C8/5/2120T24925364J3C8/5/2121T24925365J5C8/5/2122T24925366JC8/5/2123T24925367JC18/5/2124T24925368JC38/5/2125T24925369JC58/5/2126T24925370JCA8/5/2127T24925371JCB8/5/2128T24925372JCC8/5/21 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: 77719 - MCNALLY 2 of 2 Site Information: Lot/Block: . Customer Info: Driftwood Homes Project Name: McNally Model: . Subdivision: . Address: 357 Nettles Blvd, . State: FLCity: Jensen Beach No.Seal#Truss Name 29 T24925373 JXA Date 8/5/2130T24925374JXB8/5/2131T24925375KJA8/5/2132T24925376KJB8/5/21 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 77719 Truss A Truss Type COMMON Qty 13 Ply 1 MCNALLY Job Reference (optional) T24925345 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:18 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-aigihkU7gxZacEzdt4IFOW4otKAAjFwSxJmfdvyrCvp Scale = 1:36.2 1 2 3 4 5 8 7 6 19 20 21 22 3x6 4x5 3x4 2x3 3x4 2x3 3x4 3x8 3x4 3x8 0-6-0 0-6-0 7-5-3 6-11-3 14-8-9 7-3-6 21-7-12 6-11-3 22-1-12 0-6-0 5-11-5 5-11-5 11-0-14 5-1-9 16-2-7 5-1-9 22-1-12 5-11-5 0-3-154-0-40-3-154.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge], [5:0-2-14,0-0-2], [5:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.33 0.32 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.04 0.11 (loc) 6-8 6-8 5 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=91(LC 11) Max Uplift 1=-508(LC 12), 5=-508(LC 12) Max Grav 1=819(LC 1), 5=819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1739/1581, 2-3=-1574/1453, 3-4=-1574/1453, 4-5=-1739/1581 BOT CHORD 1-8=-1420/1619, 6-8=-900/1112, 5-6=-1406/1619 WEBS 3-6=-378/510, 4-6=-289/407, 3-8=-378/510, 2-8=-289/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-14, Exterior(2R) 11-0-14 to 14-0-14, Interior(1) 14-0-14 to 22-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=508, 5=508. I called and spoke with Brian. Mean roof height is correct. <GDL> This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss A1 Truss Type ROOF SPECIAL Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925346 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:20 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-W4oS6QWNCYqIrY6?_VKjTx9948s4B84lOdFmhoyrCvn Scale = 1:36.8 1 2 3 4 5 6 11 10 9 8 7 22 23 24 4x4 4x5 3x6 3x4 2x3 3x4 3x4 3x4 2x3 3x4 3x8 3x4 3x8 0-6-0 0-6-0 6-7-12 6-1-12 10-3-0 3-7-4 11-4-3 1-1-2 16-2-0 4-9-13 21-7-12 5-5-12 22-1-12 0-6-0 6-7-12 6-7-12 10-3-0 3-7-4 11-4-3 1-1-2 16-2-0 4-9-13 22-1-12 5-11-12 0-3-153-8-153-11-20-3-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge], [6:0-2-14,0-0-2], [6:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.28 0.29 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.04 0.10 (loc) 9-11 9-11 6 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=-88(LC 10) Max Uplift 1=-508(LC 12), 6=-508(LC 12) Max Grav 1=819(LC 1), 6=819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1698/1514, 2-3=-1274/1222, 3-4=-1188/1205, 4-5=-1268/1193, 5-6=-1730/1552 BOT CHORD 1-11=-1305/1573, 9-11=-1305/1573, 8-9=-914/1177, 7-8=-1376/1608, 6-7=-1376/1608 WEBS 2-9=-509/465, 4-8=-278/371, 5-8=-526/510 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-4-3, Exterior(2R) 11-4-3 to 14-4-3, Interior(1) 14-4-3 to 22-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=508, 6=508. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss A2 Truss Type ROOF SPECIAL Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925347 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:21 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-_GMrJmX?zsy9TihBYDry09iJjYArwc6vdH_JEEyrCvm Scale = 1:36.8 1 2 3 4 5 8 7 6 19 20 21 22 4x10 4x5 3x6 2x3 3x8 2x3 3x4 3x8 4x4 3x8 0-6-0 0-6-0 6-9-7 6-3-7 12-6-0 5-8-9 21-7-12 9-1-12 22-1-12 0-6-0 6-9-7 6-9-7 12-6-0 5-8-9 15-10-14 3-4-14 22-1-12 6-2-14 0-3-152-7-13-6-80-3-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge], [5:0-2-10,Edge], [5:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.35 0.38 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.04 0.09 (loc) 6-18 6-18 5 6-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-77(LC 10) Max Uplift 1=-508(LC 12), 5=-508(LC 12) Max Grav 1=819(LC 1), 5=819(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1675/1489, 2-3=-1349/1268, 3-4=-1389/1301, 4-5=-1666/1560 BOT CHORD 1-8=-1303/1549, 6-8=-1302/1556, 5-6=-1377/1557 WEBS 2-6=-363/287, 3-6=-262/438, 4-6=-354/424 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-6-0, Exterior(2R) 12-6-0 to 15-6-0, Interior(1) 15-6-0 to 22-1-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=508, 5=508. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss A3 Truss Type ROOF SPECIAL Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925348 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:23 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-xfUbkSYFVTCti?ragetQ5andeLpLOUJB4bTQI7yrCvk Scale = 1:34.8 1 2 3 4 7 6 5 17 18 19 20 21 22 8 4x5 3x6 2x3 3x4 3x4 4x5 4x8 6x8 3x4 3x8 1-0-8 1-0-8 9-6-8 8-6-0 13-8-1 4-1-9 20-6-1 6-10-0 21-0-1 0-6-0 9-6-8 9-6-8 13-8-1 4-1-9 21-0-1 7-4-0 0-5-152-9-40-3-152.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-11], [1:0-2-6,Edge], [1:0-1-14,1-8-7], [4:0-2-14,0-0-2], [4:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.57 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.32 0.05 0.20 (loc) 6-8 6-8 4 6-8 l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-14 oc bracing. REACTIONS. (size)1=1-4-0, 4=0-8-0, 8=0-3-8 Max Horz 1=-54(LC 10) Max Uplift 1=-112(LC 12), 4=-471(LC 12), 8=-488(LC 8) Max Grav 1=296(LC 1), 4=769(LC 1), 8=534(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2167/1912, 2-3=-1436/1369, 3-4=-1492/1367 BOT CHORD 1-8=-2104/1793, 6-8=-1793/2104, 5-6=-1793/2104, 4-5=-1165/1370 WEBS 2-6=0/267, 2-5=-850/670, 3-5=-302/439 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 13-8-1, Exterior(2R) 13-8-1 to 16-8-1, Interior(1) 16-8-1 to 21-0-1 zone; cantilever 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) n/a 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=112, 4=471, 8=488. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss A4 Truss Type ROOF SPECIAL Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925349 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:25 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-t2bL98aW15SaxJ?zn3wuA?s0P9X?sOhUYvyXN?yrCvi Scale = 1:30.7 1 2 3 4 7 6 5 19 20 21 22 23 8 4x5 3x6 2x3 3x4 3x4 3x5 3x8 4x8 3x4 3x8 0-9-6 0-9-6 2-0-8 1-3-2 8-1-0 6-0-8 12-4-5 4-3-5 18-0-8 5-8-3 18-6-8 0-6-0 8-1-0 8-1-0 12-4-5 4-3-5 18-6-8 6-2-3 0-3-152-4-110-3-152.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-6-5,Edge], [1:0-0-6,Edge], [1:0-0-2,2-9-7], [4:0-2-14,0-0-2], [4:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.31 0.43 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.03 0.13 (loc) 7 7-8 4 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. REACTIONS. (size)1=1-6-10, 4=0-8-0, 8=0-3-8 Max Horz 1=54(LC 8) Max Uplift 1=-207(LC 8), 4=-397(LC 12), 8=-314(LC 8) Max Grav 1=363(LC 1), 4=647(LC 1), 8=407(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1802/1675, 2-3=-1185/1181, 3-4=-1228/1193 BOT CHORD 1-8=-1753/1575, 7-8=-1575/1753, 5-7=-1575/1753, 4-5=-1014/1129 WEBS 2-5=-700/576, 3-5=-203/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-4-5, Exterior(2R) 12-4-5 to 15-4-5, Interior(1) 15-4-5 to 18-6-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=207, 4=397, 8=314. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss AA Truss Type COMMON Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925350 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:26 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-LE9kMTb8oOaRZTa9LmR7jCP4dZvObnIenZi4vSyrCvh Scale: 3/8"=1' 1 2 3 4 8 7 6 5 14 15 16 17 4x6 3x6 4x8 3x4 3x6 5x6 2x3 3x4 3x8 0-6-0 0-6-0 6-1-9 5-7-9 9-4-13 3-3-4 11-0-14 1-8-1 18-2-13 7-1-15 18-3-7 0-0-10 6-1-9 6-1-9 11-0-14 4-11-5 18-3-7 7-2-9 0-3-154-0-41-7-64.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [1:0-2-14,0-0-2], [4:Edge,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 0.73 0.29 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.02 0.06 (loc) 5-6 5-6 5 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-15 oc bracing. REACTIONS. (size)5=0-5-11, 1=0-8-0 Max Horz 1=85(LC 11) Max Uplift 5=-407(LC 12), 1=-425(LC 12) Max Grav 5=652(LC 1), 1=690(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1360/1264, 2-3=-892/887, 3-4=-900/872, 4-5=-582/653 BOT CHORD 1-8=-1220/1258, 6-8=-1220/1258 WEBS 2-6=-531/545, 4-6=-577/665, 3-6=-66/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-14, Exterior(2R) 11-0-14 to 14-0-14, Interior(1) 14-0-14 to 18-1-11 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=407, 1=425. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss AB Truss Type COMMON Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925351 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:28 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-HdHUn9cOK0q9onkYSBTbodUXlMa?3lQxEtBBzKyrCvf Scale = 1:26.4 1 2 3 4 6 5 12 13 14 15 2x3 3x4 6x8 4x5 3x4 3x4 3x8 0-6-0 0-6-0 7-7-6 7-1-6 14-6-6 6-11-0 14-9-4 0-2-14 14-9-14 0-0-10 5-11-5 5-11-5 11-0-14 5-1-9 14-9-14 3-9-0 0-3-154-0-42-9-44.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.29 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.01 0.04 (loc) 5-6 5-6 5 6-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. REACTIONS. (size)5=0-5-11, 1=0-8-0 Max Horz 1=150(LC 12) Max Uplift 5=-338(LC 12), 1=-335(LC 12) Max Grav 5=524(LC 1), 1=562(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1011/1024, 2-3=-822/839 BOT CHORD 1-6=-1105/942, 5-6=-472/377 WEBS 2-6=-317/496, 3-6=-440/531, 3-5=-507/661 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-14, Exterior(2R) 11-0-14 to 14-0-14, Interior(1) 14-0-14 to 14-8-2 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=338, 1=335. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss AC Truss Type COMMON Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925352 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:30 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-D?PECreesd4t24twacV3t2arxAGFXgQDhBgI2DyrCvd Scale = 1:23.4 1 2 3 5 4 11 12 2x3 3x4 3x4 6x8 3x4 3x8 0-6-0 0-6-0 7-8-1 7-2-1 11-3-10 3-7-8 11-4-4 0-0-10 7-8-1 7-8-1 11-0-14 3-4-12 11-4-4 0-3-6 0-3-154-0-43-9-114.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.30 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.01 0.11 (loc) 5-10 5-10 4 5-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 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 8-6-6 oc bracing. REACTIONS. (size)4=0-5-11, 1=0-8-0 Max Horz 1=225(LC 12) Max Uplift 4=-285(LC 12), 1=-229(LC 12) Max Grav 4=395(LC 1), 1=434(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-539/424 BOT CHORD 1-5=-619/519, 4-5=-619/519 WEBS 2-5=-60/258, 2-4=-647/769 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-2-8 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=285, 1=229. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss FLA Truss Type Floor Qty 16 Ply 1 MCNALLY Job Reference (optional) T24925353 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:33 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-ea4NqtgX8YSSvYcVFk3mVhCL7NACk_cgO9uyfYyrCva Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 6x8 6x8 3x4 3x4 3x4 3x4 4x12 3x4 3x6 4x12 3x4 3x6 0-3-8 0-3-8 8-10-14 8-7-6 9-10-14 1-0-0 10-10-14 1-0-0 19-6-4 8-7-6 19-9-12 0-3-8 2-6-0 0-7-6 2-0-0 0-7-6 0-3-8 0-3-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [16:0-1-8,0-0-0], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.80 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.40 -0.06 (loc) 16-17 16-17 12 l/defl >784 >567 n/a L/d 480 360 n/a PLATES MT20 Weight: 103 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* 1-19,12-14: 2x4 SP M 30(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 12=0-3-0 Max Grav 1=1051(LC 1), 12=1051(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2016/0, 3-4=-2011/0, 4-5=-4034/0, 5-6=-4034/0, 6-7=-4109/0, 7-8=-4034/0, 8-9=-4034/0, 9-10=-2011/0, 10-12=-2016/0 BOT CHORD 18-19=0/3313, 17-18=0/4110, 16-17=0/4109, 15-16=0/4110, 14-15=0/3313 WEBS 1-19=0/2195, 4-19=-1439/0, 4-18=0/798, 5-18=-288/156, 6-18=-634/300, 12-14=0/2195, 9-14=-1439/0, 9-15=0/798, 8-15=-288/156, 7-15=-634/300 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 2x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss FLB Truss Type Floor Qty 2 Ply 1 MCNALLY Job Reference (optional) T24925354 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:35 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-azC7FYhng9jA8rmuN95Ea6HY1BrfCm1yrTN3jQyrCvY Scale = 1:29.3 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 2x3 2x3 6x8 6x8 3x4 3x4 2x3 3x4 4x4 2x3 4x10 2x3 3x4 3x5 2x3 4x12 2x3 4x4 0-3-8 0-3-8 8-10-14 8-7-6 9-10-14 1-0-0 10-10-14 1-0-0 11-0-6 0-1-8 16-10-0 5-9-10 17-4-8 0-6-8 2-6-0 0-7-6 2-0-0 0-6-10 2-6-9 0-3-8 0-6-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,0-0-0], [11:0-1-8,Edge], [13:0-1-8,Edge], [15:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 1.00 0.80 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.35 -0.04 (loc) 16 16 12 l/defl >792 >579 n/a L/d 480 360 n/a PLATES MT20 Weight: 90 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) *Except* 11-14: 2x4 SP M 30(flat) 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)1=0-3-0, 12=0-3-0 Max Grav 1=936(LC 1), 12=930(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1767/0, 3-4=-1763/0, 4-5=-3312/0, 5-6=-3312/0, 6-7=-3203/0, 7-8=-3182/0, 8-9=-2144/0, 9-11=-2144/0 BOT CHORD 17-18=0/2821, 16-17=0/3211, 15-16=0/3203, 14-15=0/2981 WEBS 7-15=-584/0, 1-18=0/1923, 4-18=-1171/0, 4-17=0/561, 5-17=-385/81, 6-17=-350/519, 11-14=0/2339, 9-14=-534/0, 8-14=-923/0, 8-15=0/781 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss FLC Truss Type Floor Qty 2 Ply 1 MCNALLY Job Reference (optional) T24925355 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:37 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-WLKugEj1CnzuO9wGUa7igXMxK?d2ghbFIns9oJyrCvW Scale = 1:23.4 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 2x3 2x3 6x8 5x8 3x4 3x4 3x12 3x10 2x3 2x3 3x4 3x4 3x4 2x3 2x3 0-3-8 0-3-8 13-4-7 13-0-15 13-10-15 0-6-8 2-6-0 0-6-0 1-9-15 0-3-8 0-6-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [4:0-1-8,Edge], [5:0-1-8,0-0-0], [9:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.42 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.19 -0.02 (loc) 12-13 12-13 10 l/defl >999 >870 n/a L/d 480 360 n/a PLATES MT20 Weight: 74 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 10=0-3-0 Max Grav 1=745(LC 1), 10=740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1348/0, 3-4=-1344/0, 4-5=-2044/0, 5-6=-2044/0, 6-7=-1630/0, 7-9=-1630/0 BOT CHORD 14-15=0/2044, 13-14=0/2044, 12-13=0/2050 WEBS 9-12=0/1778, 1-15=0/1466, 7-12=-469/0, 3-15=-273/0, 6-12=-465/0, 4-15=-773/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss FLD Truss Type Floor Qty 2 Ply 1 MCNALLY Job Reference (optional) T24925356 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:39 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-TkRe5wlIkODbdT3fc?AAlySKDoIh8f7Ym4LGsByrCvU Scale = 1:17.6 1 2 3 4 5 6 7 8 13 12 11 10 9 2x3 2x3 5x6 5x6 3x4 3x4 3x8 3x5 2x3 2x3 3x4 2x3 0-3-8 0-3-8 9-10-14 9-7-6 10-5-6 0-6-8 2-6-0 1-5-14 0-3-8 0-6-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [7:0-3-0,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-0], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.47 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 -0.01 (loc) 10-11 10-11 8 l/defl >905 >685 n/a L/d 480 360 n/a PLATES MT20 Weight: 55 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 8=0-3-0 Max Grav 1=555(LC 1), 8=549(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1035/0, 3-4=-1032/0, 4-5=-1132/0, 5-7=-1132/0 BOT CHORD 11-12=0/1032, 10-11=0/1032 WEBS 7-10=0/1236, 1-12=0/1126, 5-10=-473/0, 3-12=-321/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss FLE Truss Type Floor Qty 2 Ply 1 MCNALLY Job Reference (optional) T24925357 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:40 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-xw?0IGlwViLSFder9ihPH9_WPCjGtB8i?k5qPeyrCvT Scale = 1:13.6 1 2 3 4 5 6 7 11 10 9 8 2x3 2x3 4x6 4x6 3x4 3x4 3x4 3x4 2x3 2x3 0-3-8 0-3-8 6-5-5 6-1-13 6-11-13 0-6-8 2-6-0 0-7-13 0-3-8 0-6-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-3-0,Edge], [8:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.19 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 39 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 7=0-3-0 Max Grav 1=364(LC 1), 7=359(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-550/0, 3-4=-546/0, 4-6=-547/0 BOT CHORD 9-10=0/546 WEBS 6-9=0/596, 1-10=0/596, 4-9=-282/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss FLF Truss Type Floor Qty 2 Ply 1 MCNALLY Job Reference (optional) T24925358 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:42 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-tJ7njynA1JbAUwoEH7jtMa4yi0QGL92_S2awTWyrCvR Scale = 1:7.0 1 2 3 5 4 2x3 4x6 3x6 3x4 0-3-8 0-3-8 0-5-0 0-1-8 2-11-11 2-6-11 3-6-3 0-6-8 2-5-3 0-3-8 0-6-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [2:0-3-0,Edge], [4:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 4 4 3 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 21 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 3=0-3-0 Max Grav 1=173(LC 1), 3=169(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss GEA Truss Type ROOF SPECIAL SUPPORT Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925359 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:44 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-piFX8doQZwrujEycOYlLS?9HNp5kp1rHvM31YPyrCvP Scale = 1:42.3 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 4x4 3x6 3x4 3x8 3x4 3x8 24-11-15 24-11-15 25-6-0 0-6-1 12-9-0 12-9-0 25-6-0 12-9-0 0-3-154-0-20-3-153.46 12 Plate Offsets (X,Y)-- [1:0-0-5,Edge], [1:0-3-9,0-0-2], [7:0-0-0,0-0-0], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-0-0,0-0-0], [11:0-3-9,0-0-2], [11:0-0-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.09 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 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.All bearings 24-5-14. (lb) - Max Horz 1=-81(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 20, 13, 1, 11 except 18=-102(LC 12), 19=-118(LC 12), 21=-252(LC 12), 15=-102(LC 12), 14=-118(LC 12), 12=-252(LC 12) Max Grav All reactions 250 lb or less at joint(s) 16, 18, 19, 20, 15, 14, 13, 1, 11 except 21=367(LC 1), 12=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-18=-113/257, 2-21=-256/368, 7-15=-113/257, 10-12=-257/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=26ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 12-9-0, Corner(3R) 12-9-0 to 15-9-0, Exterior(2N) 15-9-0 to 25-6-0 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) 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. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x3 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 20, 13, 1, 11 except (jt=lb) 18=102, 19=118, 21=252, 15=102, 14=118, 12=252. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss GRA Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925360 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:46 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-l4NHZJqh4Y5czY6?WzopXQEbAdjDHswaNgY8cHyrCvN Scale = 1:36.8 1 2 3 4 5 6 11 10 9 8 7 22 23 4x10 4x4 3x6 2x3 4x4 3x4 3x8 3x4 2x3 3x4 4x8 3x4 3x8 0-6-0 0-6-0 3-3-14 2-9-14 8-6-7 5-2-9 13-7-14 5-1-7 17-6-15 3-11-1 21-7-12 4-0-13 22-1-12 0-6-0 3-3-14 3-3-14 8-6-7 5-2-9 13-7-14 5-1-7 17-6-15 3-11-1 22-1-12 4-6-13 0-3-151-5-43-1-140-3-154.00 12 2.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-0-4,Edge], [6:0-2-14,0-0-2], [6:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.35 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.05 0.14 (loc) 10 10-11 6 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 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 6-7-0 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=-66(LC 23) Max Uplift 1=-534(LC 8), 6=-512(LC 8) Max Grav 1=834(LC 1), 6=822(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1833/1202, 2-3=-2070/1334, 3-4=-1458/957, 4-5=-1489/966, 5-6=-1765/1116 BOT CHORD 1-11=-1143/1716, 10-11=-1136/1721, 8-10=-1261/2027, 7-8=-993/1647, 6-7=-993/1647 WEBS 2-10=-273/407, 3-8=-711/571, 4-8=-241/460, 5-8=-342/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=534, 6=512. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 81 lb up at 3-3-14 on top chord, and 19 lb down and 30 lb up at 3-3-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-6=-54, 12-17=-20 Concentrated Loads (lb) Vert: 11=-17(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss GRB Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925361 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Aug 5 10:56:45 2021 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:5zTy39lcFPXonT82y?vZONyrFOQ-L5BpIMXJP1UMRrSYeLmO9SVGQTYs4jxrgUQyewyqx7G Scale = 1:24.6 1 2 3 4 6 5 18 19 20 21 22 23 7 24 25 26 4x4 2x3 3x4 3x4 3x5 4x8 4x8 3x4 3x8 0-9-6 0-9-6 2-0-9 1-3-2 6-9-1 4-8-8 10-0-10 3-3-9 14-6-15 4-6-5 15-0-15 0-6-0 6-9-1 6-9-1 10-0-10 3-3-9 15-0-15 5-0-5 0-3-152-0-10-3-152.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-6-13,0-0-1], [1:0-0-6,Edge], [1:0-0-2,2-9-7], [4:0-2-14,0-0-2], [4:0-0-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.29 0.43 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.03 0.14 (loc) 6 6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-3 oc bracing. REACTIONS. (size)1=1-6-10, 4=0-8-0, 7=0-3-8 Max Horz 1=50(LC 21) Max Uplift 1=-301(LC 4), 4=-563(LC 8), 7=-290(LC 4) Max Grav 1=408(LC 1), 4=776(LC 1), 7=383(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-632/453, 1-19=-1955/1520, 2-19=-1930/1524, 2-20=-1597/1240, 20-21=-1588/1240, 3-21=-1570/1240, 3-4=-1636/1253 BOT CHORD 1-22=-454/604, 1-23=-1904/1482, 7-23=-1904/1482, 7-24=-1482/1904, 24-25=-1482/1904, 6-25=-1482/1904, 6-26=-1482/1904, 5-26=-1482/1904, 4-5=-1132/1521 WEBS 2-5=-406/339, 3-5=-381/533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) 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 301 lb uplift at joint 1, 563 lb uplift at joint 4 and 290 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 17 lb down and 23 lb up at 2-10-8, 26 lb down and 45 lb up at 5-2-4, and 53 lb down and 90 lb up at 7-5-15, and 97 lb down and 210 lb up at 10-0-10 on top chord, and 1 lb down and 5 lb up at 2-10-8, 13 lb down and 24 lb up at 5-2-4, 18 lb down at 7-5-15, and 37 lb down and 34 lb up at 9-9-10, and 303 lb down and 287 lb up at 10-0-10 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: 1-3=-54, 3-4=-54, 8-12=-20, 7-12=20, 7-13=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss GRB Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925361 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Aug 5 10:56:45 2021 Page 2 Chambers Truss, Inc., Fort Pierce, FL ID:5zTy39lcFPXonT82y?vZONyrFOQ-L5BpIMXJP1UMRrSYeLmO9SVGQTYs4jxrgUQyewyqx7G LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-43(F) 5=-339(F) 20=-7(F) 22=-1(F) 25=-13(F) 26=-3(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 77719 Truss J1 Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925362 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:47 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-EHwgmfrJrrDTahhB4gJ23enku1wi0PIkcKHh8kyrCvM Scale = 1:6.9 1 2 34x4 1-6-0 1-6-0 1-6-0 1-6-0 0-9-70-3-150-9-150-5-124.00 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 0.43 0.84 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: 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 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=1-0-0, 2=Mechanical Max Horz 3=180(LC 12), 2=-150(LC 12) Max Uplift 3=-129(LC 12) Max Grav 3=108(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-553/129 BOT CHORD 1-3=-138/663 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=129. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss J1C Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925363 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:48 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-iTU2_?sxc9LKCrFOdOqHcrJ_fQRZlsYtq_1FhAyrCvL Scale = 1:9.0 1 2 3 3x4 3x6 0-6-0 0-6-0 2-8-12 2-2-12 2-8-12 2-8-12 0-3-151-2-140-4-30-10-111-2-144.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=54(LC 12) Max Uplift 2=-41(LC 12), 3=-18(LC 12), 1=-64(LC 12) Max Grav 2=44(LC 1), 3=33(LC 3), 1=121(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss J3C Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925364 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:49 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-Af2QBLsZNTTBq?qaB5LW93s5Oqi3UJn03emoDcyrCvK Scale = 1:10.9 1 9 2 3 3x4 3x6 0-6-0 0-6-0 3-10-10 3-4-10 3-10-10 3-10-10 0-3-151-7-80-4-31-3-51-7-84.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.47 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.02 (loc) 8 3-8 2 3-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=77(LC 12) Max Uplift 2=-71(LC 12), 3=-19(LC 12), 1=-85(LC 12) Max Grav 2=73(LC 1), 3=55(LC 3), 1=163(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 3-9-14 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 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss J5C Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925365 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-escoPhtB8mc1R9PmlpslhGPAWEyRDm1AIIWLl3yrCvJ Scale = 1:12.5 1 9 2 3 3x4 3x6 0-6-0 0-6-0 4-10-6 4-4-6 4-10-6 4-10-6 0-3-151-11-60-4-31-7-31-11-64.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.73 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.01 0.06 (loc) 3-8 3-8 2 3-8 l/defl >999 >999 n/a >907 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=96(LC 12) Max Uplift 2=-96(LC 12), 3=-20(LC 12), 1=-104(LC 12) Max Grav 2=98(LC 1), 3=74(LC 3), 1=198(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 4-9-10 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 100 lb uplift at joint(s) 2, 3 except (jt=lb) 1=104.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JC Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925366 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:50 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-escoPhtB8mc1R9PmlpslhGPLNE91Dm1AIIWLl3yrCvJ Scale = 1:7.0 1 2 3 3x4 1-2-0 1-2-0 1-6-15 0-4-15 1-6-15 1-6-15 0-3-150-10-44.00 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 0.04 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 1-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=31(LC 12) Max Uplift 2=-23(LC 12), 3=-4(LC 12), 1=-44(LC 12) Max Grav 2=20(LC 1), 3=15(LC 3), 1=85(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JC1 Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925367 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:51 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-62AAc1upv4ku3J_yJWO_EUxW9eVKyDHJXyFvHVyrCvI Scale = 1:7.0 1 2 3 3x4 1-2-0 1-2-0 1-6-8 0-4-8 1-6-8 1-6-8 0-3-150-10-20-5-150-10-24.00 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 0.03 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 1-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=31(LC 12) Max Uplift 2=-22(LC 12), 3=-4(LC 12), 1=-44(LC 12) Max Grav 2=19(LC 1), 3=14(LC 3), 1=84(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JC3 Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925368 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-aEkZqMvSgOslhTZ9sDvDmhUgj2pchgXTlc?SqxyrCvH Scale = 1:8.9 1 2 3 3x4 3x6 0-6-0 0-6-0 2-8-5 2-2-5 2-8-5 2-8-5 0-3-151-2-110-10-81-2-114.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.11 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=53(LC 12) Max Uplift 2=-40(LC 12), 3=-18(LC 12), 1=-63(LC 12) Max Grav 2=43(LC 1), 3=32(LC 3), 1=120(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JC5 Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925369 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:52 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-aEkZqMvSgOslhTZ9sDvDmhUcn2kyhgXTlc?SqxyrCvH Scale = 1:10.8 1 9 2 3 3x4 3x6 0-6-0 0-6-0 3-10-3 3-4-3 3-10-3 3-10-3 0-3-151-7-50-4-31-3-21-7-54.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.36 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.02 (loc) 8 3-8 2 3-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=76(LC 12) Max Uplift 2=-70(LC 12), 3=-19(LC 12), 1=-85(LC 12) Max Grav 2=72(LC 1), 3=55(LC 3), 1=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 3-9-7 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 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JCA Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925370 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-2RIx1iv4Rh_cIc8LQxQSJv1l5R3rQ7nc_Gk0MNyrCvG Scale = 1:10.6 1 8 2 3 3x4 0-6-0 0-6-0 3-8-9 3-2-9 3-8-9 3-8-9 0-3-151-6-134.00 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 0.45 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 -0.01 (loc) 3-7 3-7 2 4 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 No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=73(LC 12) Max Uplift 1=-92(LC 12), 2=-77(LC 12) Max Grav 1=175(LC 1), 2=70(LC 1), 3=49(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 3-7-13 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 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JCB Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925371 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:53 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-2RIx1iv4Rh_cIc8LQxQSJv1rmR8FQ7nc_Gk0MNyrCvG Scale = 1:8.7 1 2 3 3x4 3x6 0-6-0 0-6-0 2-6-11 2-0-11 2-6-11 2-6-11 0-3-151-2-30-4-30-10-01-2-34.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=50(LC 12) Max Uplift 2=-36(LC 12), 3=-18(LC 12), 1=-60(LC 12) Max Grav 2=39(LC 1), 3=30(LC 1), 1=115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JCC Truss Type JACK-OPEN Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925372 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:54 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-WdrJE2wiC?6TwmjX_exhs6Z1QrW99a1lDwUZuqyrCvF Scale = 1:6.7 1 2 3 3x4 1-2-0 1-2-0 1-4-13 0-2-13 1-4-13 1-4-13 0-3-150-9-90-4-30-5-60-9-94.00 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 0.03 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4 4 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 4 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 1-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=28(LC 12) Max Uplift 2=-19(LC 12), 3=-3(LC 12), 1=-42(LC 12) Max Grav 2=15(LC 1), 3=11(LC 3), 1=80(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JXA Truss Type MONOPITCH Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925373 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-?pPhSOxKzJEKYwIkYMSwOK69GFpPu_tvRaD6QGyrCvE Scale = 1:18.4 1 2 3 4 3x4 6x8 2x3 3x4 3x6 0-6-0 0-6-0 7-10-1 7-4-1 7-10-11 0-0-10 5-1-7 5-1-7 7-10-11 2-9-4 0-3-152-11-84.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.22 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.05 (loc) 4-9 4-9 4 4-9 l/defl >999 >854 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. REACTIONS. (size)4=0-5-11, 1=0-8-0 Max Horz 1=156(LC 12) Max Uplift 4=-194(LC 12), 1=-162(LC 12) Max Grav 4=267(LC 1), 1=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/426 BOT CHORD 1-4=-626/354 WEBS 2-4=-413/730 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-8-15 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=194, 1=162. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss JXB Truss Type MONOPITCH Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925374 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:55 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-?pPhSOxKzJEKYwIkYMSwOK6AXFqBu1GvRaD6QGyrCvE Scale = 1:11.8 1 2 3 3x4 3x4 3x4 3x6 0-6-0 0-6-0 4-4-8 3-10-8 4-5-2 0-0-10 4-5-2 4-5-2 0-3-151-9-104.00 12 Plate Offsets (X,Y)-- [1:0-2-14,0-0-2], [1:0-1-4,1-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.14 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.02 (loc) 3-8 3-8 1 3-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=0-5-11, 1=0-8-0 Max Horz 1=86(LC 12) Max Uplift 3=-102(LC 12), 1=-94(LC 12) Max Grav 3=137(LC 1), 1=179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 4-3-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=102.This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss KJA Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925375 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:56 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-T?z3fkyykcMB94tw53z9xXfLlf9DdRg2gEzgziyrCvD Scale = 1:18.7 1 2 6 5 12 13 3 14 15 4 2x3 3x4 3x4 3x4 3x6 3x8 0-10-11 0-10-11 6-7-11 5-8-15 9-11-5 3-3-10 6-7-11 6-7-11 9-11-5 3-3-10 0-3-151-11-131-8-01-11-132.00 12 Plate Offsets (X,Y)-- [1:0-7-5,0-0-1], [1:0-0-6,2-1-9], [1:0-0-2,2-9-15] 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 0.17 0.24 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.01 0.06 (loc) 6-11 6-11 4 6-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 1=1-5-5 Max Horz 1=122(LC 17) Max Uplift 3=-80(LC 4), 4=-264(LC 4), 1=-357(LC 4) Max Grav 3=70(LC 1), 4=326(LC 1), 1=434(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-871/719 BOT CHORD 1-6=-774/854, 5-6=-774/854 WEBS 2-5=-913/827 NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; 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 100 lb uplift at joint(s) 3 except (jt=lb) 4=264, 1=357. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 28 lb up at 3-1-13, 18 lb down and 29 lb up at 3-2-11, 28 lb down and 50 lb up at 5-5-9, 29 lb down and 51 lb up at 5-6-7, and 44 lb down and 85 lb up at 7-9-4, and 44 lb down and 86 lb up at 7-10-2 on top chord, and 2 lb down and 7 lb up at 3-1-13, 2 lb down and 7 lb up at 3-2-11, 14 lb down and 25 lb up at 5-5-9, 14 lb down and 25 lb up at 5-6-7, and 26 lb down and 30 lb up at 7-9-4, and 27 lb down and 30 lb up at 7-10-2 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, 4-7=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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 77719 Truss KJA Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925375 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:56 2021 Page 2 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-T?z3fkyykcMB94tw53z9xXfLlf9DdRg2gEzgziyrCvD LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=-4(F=-2, B=-2) 13=-21(F=-10, B=-11) 14=-27(F=-13, B=-13) 15=-47(F=-23, B=-24) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 77719 Truss KJB Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 MCNALLY Job Reference (optional) T24925376 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Aug 4 13:42:57 2021 Page 1 Chambers Truss, Fort Pierce, FL - 34982, ID:5zTy39lcFPXonT82y?vZONyrFOQ-xCXSt4zaVwU2nER6fnUOTlBXV3W8MxmCvuiDV9yrCvC Scale = 1:9.9 1 2 3 3x4 3x6 0-6-11 0-6-11 3-9-10 3-2-15 3-9-10 3-9-10 0-3-151-5-23.46 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-2], [1:0-1-3,1-5-11] 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 0.11 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-9-4 Max Horz 1=65(LC 12) Max Uplift 2=-63(LC 12), 3=-20(LC 12), 1=-89(LC 12) Max Grav 2=68(LC 1), 3=51(LC 3), 1=163(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 100 lb uplift at joint(s) 2, 3, 1. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 5,2021 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