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HomeMy WebLinkAboutWS 53 - Truss Package6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: LELIA_MODEL - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 33 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: 53 Customer Info: K Hovnanian Homes Project Name: WS0053 Model: Leila-A Subdivision: Waterstone Address: 5205 Armina PL., . State: FLCity: Fort Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 9,2020 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 Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. 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 T20675096 CJ1 Date 7/9/202T20675097CJ37/9/203T20675098CJ3A7/9/204T20675099CJ57/9/205T20675100CJ5A7/9/206T20675101EJ77/9/207T20675102HJ57/9/208T20675103HJ77/9/209T20675104T017/9/2010T20675105T027/9/2011T20675106T037/9/2012T20675107T047/9/2013T20675108T057/9/2014T20675109T067/9/20 No.Seal#Truss Name 15 T20675110 T07 Date 7/9/2016T20675111T087/9/2017T20675112T097/9/2018T20675113T107/9/2019T20675114T117/9/2020T20675115T127/9/2021T20675116T137/9/2022T20675117T147/9/2023T20675118T14A7/9/2024T20675119T157/9/2025T20675120T167/9/2026T20675121T177/9/2027T20675122T187/9/2028T20675123T197/9/20 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: LELIA_MODEL - 2 of 2 Site Information: Lot/Block: 53 Customer Info: K Hovnanian Homes Project Name: WS0053 Model: Leila-A Subdivision: Waterstone Address: 5205 Armina PL., . State: FLCity: Fort Pierce No.Seal#Truss Name 29 T20675124 T20 Date 7/9/2030T20675125V017/9/2031T20675126V027/9/2032T20675127V037/9/2033T20675128V047/9/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 Job Reference (optional) T20675096 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-WAJqoaALbd4?ArEYcRpYpgyvvWzYlCvC2KMCgnz_4Sv Scale = 1:6.5 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 1 0- 9 - 1 0- 4 - 1 0 0- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=34(LC 8) Max Uplift 3=-8(LC 1), 2=-83(LC 8) Max Grav 3=17(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss CJ3 Truss Type Corner Jack Qty 11 Ply 1 Job Reference (optional) T20675097 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:41 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-_MtC0wBzLwCso?pkA8KnLuU3MvH?Uf9LH_6lCDz_4Su Scale = 1:10.8 1 2 5 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-49(LC 12), 2=-88(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss CJ3A Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T20675098 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-SZRaDGBb6EKjQ8Owksr0u51D9JdmD6OUWerJkfz_4St Scale = 1:10.8 1 2 3 2x4 3-0-0 3-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-2,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=54(LC 12) Max Uplift 1=-30(LC 12), 2=-62(LC 12) Max Grav 1=106(LC 1), 2=78(LC 1), 3=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss CJ5 Truss Type Corner Jack Qty 9 Ply 1 Job Reference (optional) T20675099 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-SZRaDGBb6EKjQ8Owksr0u51AQJbAD6OUWerJkfz_4St Scale = 1:15.8 1 2 5 6 3 4 2x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss CJ5A Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T20675100 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:43 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-wl?yRcCDtYSa1Iz6IZMFRJaKsjxtyZeekIbsG5z_4Ss Scale = 1:14.9 1 4 5 2 3 2x4 5-0-0 5-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-2,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 -0.00 (loc) 1-3 1-3 2 l/defl >999 >863 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=91(LC 12) Max Uplift 1=-51(LC 12), 2=-105(LC 12) Max Grav 1=180(LC 1), 2=132(LC 1), 3=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=105. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss EJ7 Truss Type Jack-Open Qty 19 Ply 1 Job Reference (optional) T20675101 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:44 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-OxZLeyDreraRfSYJrHtUzW6SM7DCh0unzyKPpYz_4Sr Scale = 1:19.8 1 2 5 6 3 43x4 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >741 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12), 2=-106(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=120, 2=106. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss HJ5 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20675102 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:45 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-t77jrHEUP9iIHc7VP_PjWkfeoXYnQTexCc4zL_z_4Sq Scale = 1:16.4 1 2 3 4 6 5 7 8 9 10 3x4 2x4 2x4 6-9-6 6-9-6 7-0-14 0-3-8 -1-5-0 1-5-0 6-9-6 6-9-6 7-0-14 0-3-8 0- 3 - 1 3 2- 4 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.52 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.00 (loc) 2-6 2-6 l/defl >910 >438 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=1-5-0, 6=0-5-5 Max Horz 2=116(LC 22) Max Uplift 2=-116(LC 4), 6=-100(LC 8) Max Grav 2=301(LC 1), 6=243(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) 2=116, 6=100. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 85 lb up at 1-5-12, 77 lb down and 85 lb up at 1-5-12, and 29 lb down and 43 lb up at 4-3-11, and 29 lb down and 43 lb up at 4-3-11 on top chord, and 1 lb down at 1-5-12, 1 lb down at 1-5-12, and 18 lb down at 4-3-11, and 18 lb down at 4-3-11 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). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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=-14, 2-5=-20 Concentrated Loads (lb) Vert: 7=44(F=22, B=22) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss HJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 Job Reference (optional) T20675103 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:46 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-LKh53dE6ATq9umhhziwy2xCvPww99s94RGpWtQz_4Sp Scale = 1:20.6 1 2 3 7 6 8 9 10 4 11 12 13 52x4 3x4 3x4 2x4 5-8-1 5-8-1 9-10-1 4-1-15 -1-5-0 1-5-0 5-8-1 5-8-1 9-10-1 4-1-15 0- 4 - 1 3- 2 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.38 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=151(LC 4) Max Uplift 4=-87(LC 4), 2=-176(LC 4), 5=-118(LC 8) Max Grav 4=104(LC 1), 2=445(LC 1), 5=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/243 BOT CHORD 2-7=-308/652, 6-7=-308/652 WEBS 3-6=-713/337, 3-7=0/290 NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=176, 5=118. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 85 lb up at 1-4-15, 80 lb down and 85 lb up at 1-4-15, 29 lb down and 43 lb up at 4-2-15, 29 lb down and 43 lb up at 4-2-15, and 55 lb down and 100 lb up at 7-0-14, and 55 lb down and 100 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T20675104 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:47 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-pWFTGzFkxmy0WwGuXPRBb9kvCK8xuKrEfwZ4Ptz_4So Scale = 1:32.3 1 2 3 4 5 7 6 14 15 16 17 18 193x6 ST1.5x8 STP 5x6 5x6 3x4 5x6 3x6 7-0-0 7-0-0 11-8-0 4-8-0 18-8-0 7-0-0 7-0-0 7-0-0 11-8-0 4-8-0 18-8-0 7-0-0 19-8-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-6-2,0-0-4], [2:0-3-0,0-2-4], [3:0-3-0,0-2-4], [4:0-6-2,0-0-4], [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 1.00 0.93 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.21 0.07 (loc) 7-10 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 2-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. REACTIONS. (size)1=Mechanical, 4=0-8-0 Max Horz 1=-62(LC 32) Max Uplift 1=-526(LC 8), 4=-558(LC 9) Max Grav 1=1308(LC 1), 4=1358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2844/1139, 2-3=-2550/1113, 3-4=-2855/1154 BOT CHORD 1-7=-1014/2567, 6-7=-1009/2537, 4-6=-993/2577 WEBS 2-7=-86/638, 3-6=-73/635 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=526, 4=558. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 lb down and 125 lb up at 9-0-12, and 105 lb down and 125 lb up at 9-7-4, and 180 lb down and 215 lb up at 11-8-0 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, and 81 lb down at 9-7-4, and 340 lb down and 146 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-16=-54, 4-16=-14, 4-5=-54, 8-11=-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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T20675104 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:47 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-pWFTGzFkxmy0WwGuXPRBb9kvCK8xuKrEfwZ4Ptz_4So LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-133(F) 7=-340(F) 6=-340(F) 2=-105(F) 14=-105(F) 15=-105(F) 17=-58(F) 18=-58(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 LELIA_MODEL Truss T02 Truss Type Jack-Open Girder Qty 1 Ply 1 Job Reference (optional) T20675105 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:48 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-HiorUJGMi44t83r446yQ8MH7FkXvdppNuaJdyJz_4Sn Scale = 1:21.0 1 2 3 5 467 3x4 ST1.5x8 STP 2x4 2x4 2x4 2x4 5-0-12 5-0-12 7-0-0 1-11-4 5-0-12 5-0-12 7-0-0 1-11-4 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-1-2] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.75 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.30 0.00 (loc) 1-5 1-5 l/defl >430 >264 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. REACTIONS. (size)1=0-8-0, 4=Mechanical Max Horz 1=122(LC 23) Max Uplift 1=-279(LC 8), 4=-535(LC 8) Max Grav 1=764(LC 1), 4=1253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=279, 4=535. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 50 lb up at 1-1-1, and 160 lb down and 71 lb up at 3-1-1, and 1288 lb down and 546 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1288(F) 6=-86(F) 7=-160(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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T03 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20675106 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:49 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-lvMDhfH_TOCklDQGeqTfgaqKZ8wTM4QW7D2AUlz_4Sm Scale = 1:57.1 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 19 4x10 MT20HS ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x12 MT20HS 4x6 2x4 8x14 MT20HS 6x8 2x4 3x8 3x6 5x8 7-0-0 7-0-0 11-11-14 4-11-14 15-4-13 3-5-0 18-8-0 3-3-3 20-8-0 2-0-0 21-0-0 0-4-0 21-4-0 0-4-0 30-4-0 9-0-0 -1-0-0 1-0-0 4-3-7 4-3-7 7-0-0 2-8-9 11-11-14 4-11-14 15-4-13 3-5-0 18-8-0 3-3-3 20-8-0 2-0-0 21-0-0 0-4-0 21-4-0 0-4-0 24-5-13 3-1-13 30-4-0 5-10-3 31-4-0 1-0-0 0- 4 - 1 3- 3 - 1 4- 1 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-6-0,0-1-12], [6:0-4-8,0-2-12], [9:0-3-1,0-1-8], [12:0-7-0,0-4-8], [13:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.54 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.34 -0.57 0.11 (loc) 12-13 12-13 9 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 169 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-7,7-10: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-9 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-69(LC 32) Max Uplift 2=-1022(LC 8), 9=-657(LC 9) Max Grav 2=2497(LC 1), 9=1847(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5624/2280, 3-4=-5182/2170, 4-5=-6193/2510, 5-6=-6193/2510, 6-7=-3682/1412, 7-8=-3715/1419, 8-9=-3946/1457 BOT CHORD 2-14=-2069/5095, 13-14=-2829/6998, 12-13=-2829/6998, 11-12=-2024/5291, 9-11=-1285/3565 WEBS 3-14=-558/1708, 6-12=-551/1285, 6-11=-3012/1290, 4-12=-1132/674, 7-11=-1003/2642, 4-13=-483/1367, 4-14=-2113/888 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1022, 9=657. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 125 lb up at 7-0-0, and 145 lb down and 125 lb up at 9-0-12, and 145 lb down and 125 lb up at 11-0-12 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, and 81 lb down at 11-0-12, and 1233 lb down and 555 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T03 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20675106 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:49 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-lvMDhfH_TOCklDQGeqTfgaqKZ8wTM4QW7D2AUlz_4Sm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-105(F) 14=-340(F) 15=-105(F) 16=-105(F) 17=-58(F) 18=-58(F) 19=-1233(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 LELIA_MODEL Truss T04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20675107 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:50 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-D5wcv?HcEhLbNN?TCX_uDnMXLYA45fwgLtok0Cz_4Sl Scale = 1:55.0 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x4 2x4 5x8 2x4 3x6 3x4 2x4 9-0-0 9-0-0 15-2-0 6-2-0 20-8-0 5-6-0 21-4-0 0-8-0 30-4-0 9-0-0 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 15-2-0 6-2-0 20-8-0 5-6-0 21-0-0 0-4-0 21-4-0 0-4-0 24-7-6 3-3-6 30-4-0 5-8-10 31-4-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [7:0-0-0,0-0-0], [8:0-0-10,Edge], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.83 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.09 (loc) 2-12 2-12 8 l/defl >999 >948 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-67(LC 17) Max Uplift 2=-388(LC 8), 8=-388(LC 9) Max Grav 2=1170(LC 1), 8=1170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2221/1269, 3-4=-1995/1149, 4-5=-2192/1324, 5-6=-2192/1324, 6-7=-1995/1149, 7-8=-2221/1269 BOT CHORD 2-12=-1059/1990, 11-12=-862/1814, 10-11=-878/1814, 8-10=-1075/1990 WEBS 4-12=-91/378, 4-11=-303/542, 5-11=-380/326, 6-11=-303/542, 6-10=-91/377 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-6, Interior(1) 2-0-6 to 9-0-0, Exterior(2) 9-0-0 to 12-0-6, Interior(1) 12-0-6 to 21-4-0, Exterior(2) 21-4-0 to 24-4-6, Interior(1) 24-4-6 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=388, 8=388. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675108 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-hHU_6LIE??TS?XafmFV7l?vhDxZSq7epaXXHZez_4Sk Scale = 1:54.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 3x6 6-6-5 6-6-5 11-0-0 4-5-11 19-4-0 8-4-0 23-9-11 4-5-11 30-4-0 6-6-5 6-6-5 6-6-5 11-0-0 4-5-11 15-2-0 4-2-0 19-4-0 4-2-0 23-9-11 4-5-11 30-4-0 6-6-5 31-4-0 1-0-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-14,Edge], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.70 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.09 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-87(LC 17) Max Uplift 1=-326(LC 12), 7=-366(LC 9) Max Grav 1=1096(LC 1), 7=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2277/1298, 2-3=-1829/1110, 3-4=-1650/1080, 4-5=-1648/1090, 5-6=-1826/1120, 6-7=-2262/1300 BOT CHORD 1-13=-1093/2024, 12-13=-1093/2024, 10-12=-893/1755, 9-10=-1099/2009, 7-9=-1099/2009 WEBS 2-12=-461/354, 3-12=-251/486, 4-12=-267/177, 4-10=-269/183, 5-10=-235/484, 6-10=-446/343 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 3-4-6, Interior(1) 3-4-6 to 11-0-0, Exterior(2) 11-0-0 to 15-2-0, Interior(1) 15-2-0 to 19-4-0, Exterior(2) 19-4-0 to 23-9-11, Interior(1) 23-9-11 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=326, 7=366. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675109 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:52 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-9U2MJhJtmJbJch9rJy1MICSpFLtJZWXzpBHr54z_4Sj Scale = 1:54.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 7-7-12 7-7-12 13-0-0 5-4-4 17-4-0 4-4-0 22-8-4 5-4-4 30-4-0 7-7-12 7-7-12 7-7-12 13-0-0 5-4-4 17-4-0 4-4-0 22-8-4 5-4-4 30-4-0 7-7-12 31-4-0 1-0-0 0- 4 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-14,0-0-2], [3:0-5-12,0-2-8], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.78 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.09 (loc) 9-11 1-12 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=-100(LC 17) Max Uplift 1=-343(LC 12), 6=-379(LC 13) Max Grav 1=1096(LC 1), 6=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2235/1237, 2-3=-1651/1024, 3-4=-1470/1013, 4-5=-1651/1032, 5-6=-2223/1241 BOT CHORD 1-12=-1026/1980, 11-12=-1026/1980, 9-11=-680/1470, 8-9=-1035/1967, 6-8=-1035/1967 WEBS 2-12=0/292, 2-11=-610/406, 3-11=-173/390, 4-9=-186/390, 5-9=-596/396, 5-8=0/290 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 3-4-6, Interior(1) 3-4-6 to 13-0-0, Exterior(2) 13-0-0 to 21-7-8, Interior(1) 21-7-8 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=343, 6=379. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675110 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:53 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-egckX1KVXcj9Erk1tgYbrQ_welBkHvA62r0OdWz_4Si Scale = 1:53.8 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x4 2x4 5x8 3x4 2x4 3x6 8-9-6 8-9-6 15-0-0 6-2-10 15-2-0 0-2-0 15-4-0 0-2-0 21-6-10 6-2-10 30-4-0 8-9-6 8-9-6 8-9-6 15-0-0 6-2-10 15-2-0 0-2-0 15-4-0 0-2-0 21-6-10 6-2-10 30-4-0 8-9-6 31-4-0 1-0-0 0- 4 - 1 6- 7 - 1 4 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [7:0-3-0,Edge], [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.90 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.38 0.09 (loc) 1-11 1-11 7 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-114(LC 17) Max Uplift 1=-359(LC 12), 7=-395(LC 13) Max Grav 1=1096(LC 1), 7=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2179/1138, 2-4=-1482/890, 4-6=-1481/878, 6-7=-2170/1120 BOT CHORD 1-11=-902/1922, 10-11=-902/1922, 9-10=-914/1912, 7-9=-914/1912 WEBS 2-11=0/338, 2-10=-742/478, 6-10=-731/473, 6-9=0/337, 4-10=-412/812 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 3-4-6, Interior(1) 3-4-6 to 15-2-0, Exterior(2) 15-2-0 to 19-5-8, Interior(1) 19-5-8 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1=359, 7=395. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T08 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20675111 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:54 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-6sA6kML7Iwr0s_JERN3qNdXAb9ch0KaGGVmx9zz_4Sh Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 5x12 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 3x6 3x6 3x6 4x12 3x4 3x4 5x6 3x4 3x6 2x4 5-0-0 5-0-0 9-8-0 4-8-0 16-3-11 6-7-11 23-4-5 7-0-11 29-9-13 6-5-8 35-0-0 5-2-3 -1-0-0 1-0-0 5-0-0 5-0-0 9-8-0 4-8-0 12-2-8 2-6-9 19-10-0 7-7-8 27-5-8 7-7-8 35-0-0 7-6-8 36-0-0 1-0-0 0- 4 - 1 2- 5 - 1 6- 7 - 1 4 0- 4 - 1 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-10-4,0-2-12], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.60 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.27 0.04 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. REACTIONS. (size)2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=-107(LC 13) Max Uplift 2=-302(LC 1), 16=-639(LC 12), 9=-374(LC 13) Max Grav 2=78(LC 12), 16=1912(LC 1), 9=1074(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-628/1308, 3-4=-836/502, 4-5=-924/569, 5-6=-1364/793, 6-8=-1517/863, 8-9=-2079/1018 BOT CHORD 2-16=-1142/660, 15-16=-1264/729, 13-15=-599/1253, 12-13=-400/1068, 11-12=-847/1731, 9-11=-836/1839 WEBS 3-16=-1783/1003, 3-15=-1197/2320, 4-15=-446/310, 5-15=-598/372, 6-13=-105/308, 6-12=-242/535, 8-12=-539/417, 8-11=0/304 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 5-0-0, Exterior(2) 5-0-0 to 8-6-0, Interior(1) 8-6-0 to 19-10-0, Exterior(2) 19-10-0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=302, 16=639, 9=374. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T09 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20675112 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:55 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-a3jVyiLl2EztT8tQ?5a3wr4IuZyelr4PV9VViPz_4Sg Scale = 1:64.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x6 3x6 3x4 5x8 3x6 3x6 3x4 5x6 3x4 2x4 5-0-0 5-0-0 7-0-0 2-0-0 11-8-0 4-8-0 16-3-11 4-7-11 19-10-0 3-6-5 23-4-5 3-6-5 29-9-12 6-5-7 35-0-0 5-2-4 -1-0-0 1-0-0 7-0-0 7-0-0 11-8-0 4-8-0 12-2-10 0-6-10 16-3-11 4-1-1 19-10-0 3-6-5 27-5-7 7-7-7 29-9-12 2-4-5 35-0-0 5-2-4 36-0-0 1-0-0 0- 4 - 1 3- 3 - 1 6- 7 - 1 4 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-3-0,0-2-4], [8:0-3-0,Edge], [11:0-3-0,0-3-0], [13:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.62 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.28 0.05 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. REACTIONS. (size)2=0-8-0, 14=0-8-0, 8=0-8-0 Max Horz 2=107(LC 12) Max Uplift 2=-245(LC 24), 14=-589(LC 12), 8=-382(LC 13) Max Grav 2=45(LC 13), 14=1807(LC 1), 8=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/1240, 3-4=-1435/887, 4-5=-1453/853, 5-7=-1590/916, 7-8=-2145/1067 BOT CHORD 2-14=-1071/647, 12-13=-702/1435, 11-12=-453/1137, 10-11=-891/1792, 8-10=-881/1899 WEBS 3-14=-1985/1142, 4-13=-769/487, 5-12=-122/326, 4-12=-303/247, 5-11=-234/540, 7-11=-535/410, 7-10=0/298, 3-13=-818/1602 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 7-0-0, Exterior(2) 7-0-0 to 10-6-0, Interior(1) 10-6-0 to 19-10-0, Exterior(2) 19-10-0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=245, 14=589, 8=382. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T10 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20675113 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:56 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-2FHt92MNpX5k5IScYo5IS2cTkyEYUGUYkpF2Erz_4Sf Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 3x6 5x8 3x6 3x6 5x6 3x4 2x4 3x4 3x6 5-0-0 5-0-0 9-0-0 4-0-0 13-8-0 4-8-0 16-3-11 2-7-11 19-10-0 3-6-5 23-4-5 3-6-5 27-1-2 3-8-13 29-4-11 2-3-9 35-0-0 5-7-5 -1-0-0 1-0-0 5-5-0 5-5-0 9-0-0 3-7-0 13-8-0 4-8-0 19-10-0 6-2-0 26-0-0 6-2-0 27-1-2 1-1-2 35-0-0 7-10-14 36-0-0 1-0-0 0- 4 - 1 4- 1 - 1 6- 7 - 1 4 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [9:0-0-10,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.83 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.26 0.05 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0, 16=0-8-0 Max Horz 2=107(LC 12) Max Uplift 2=-225(LC 24), 9=-380(LC 13), 16=-602(LC 12) Max Grav 2=50(LC 13), 9=1101(LC 1), 16=1788(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-555/1102, 3-4=-668/431, 4-5=-575/430, 5-6=-1460/895, 6-8=-1602/963, 8-9=-2095/1036 BOT CHORD 2-16=-950/575, 15-16=-621/391, 13-15=-670/1396, 12-13=-440/1120, 11-12=-820/1682, 9-11=-832/1837 WEBS 3-15=-686/1402, 6-12=-316/608, 8-12=-496/396, 8-11=-18/333, 6-13=-201/408, 5-13=-252/265, 5-15=-1071/615, 3-16=-1704/997 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 12-6-0, Interior(1) 12-6-0 to 19-10-0, Exterior(2) 19-10-0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=225, 9=380, 16=602. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T11 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20675114 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:57 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-WRrFNON?arDbjS1p6VcX?G9ecMarDoAiyT_bmIz_4Se Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 3x6 3x6 3x8 3x4 3x8 5x6 3x4 3x6 2x4 5-0-0 5-0-0 11-0-0 6-0-0 15-8-0 4-8-0 23-4-5 7-8-5 29-4-11 6-0-6 35-0-0 5-7-5 -1-0-0 1-0-0 6-8-2 6-8-2 11-0-0 4-3-14 15-8-0 4-8-0 19-10-0 4-2-0 26-0-0 6-2-0 35-0-0 9-0-0 36-0-0 1-0-0 0- 4 - 1 4- 1 1 - 1 6- 7 - 1 4 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [9:0-0-10,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.83 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.33 0.05 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. REACTIONS. (size)2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=-107(LC 13) Max Uplift 2=-195(LC 24), 16=-578(LC 12), 9=-383(LC 13) Max Grav 2=34(LC 13), 16=1728(LC 1), 9=1112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-538/1034, 3-4=-990/628, 4-5=-1385/891, 5-6=-1569/1051, 6-8=-1636/994, 8-9=-2119/1065 BOT CHORD 2-16=-881/558, 13-15=-362/848, 12-13=-461/1137, 11-12=-844/1712, 9-11=-857/1860 WEBS 3-16=-1806/1090, 3-15=-440/977, 4-15=-411/258, 4-13=-413/768, 5-13=-822/618, 6-13=-368/552, 6-12=-317/626, 8-12=-493/401, 8-11=-19/316 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 14-6-0, Interior(1) 14-6-0 to 19-10-0, Exterior(2) 19-10-0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=195, 16=578, 9=383. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T12 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20675115 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:57:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-Sqz?n4OG6STJymBBEwf?4hE_?AF9hdz?QnTirAz_4Sc Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x12 4x6 3x6 3x4 3x6 3x6 3x8 3x8 3x4 5x6 3x4 3x6 2x4 5-0-0 5-0-0 13-0-0 8-0-0 17-8-0 4-8-0 23-4-5 5-8-5 29-4-11 6-0-6 35-0-0 5-7-5 -1-0-0 1-0-0 7-9-7 7-9-7 13-0-0 5-2-9 17-8-0 4-8-0 19-10-0 2-2-0 26-0-0 6-2-0 35-0-0 9-0-0 36-0-0 1-0-0 0- 4 - 1 5- 9 - 1 6- 7 - 1 4 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [9:0-0-10,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.84 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.06 (loc) 14-16 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. REACTIONS. (size)2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=107(LC 12) Max Uplift 2=-146(LC 24), 16=-531(LC 12), 9=-388(LC 13) Max Grav 2=17(LC 23), 16=1623(LC 1), 9=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/863, 3-4=-1184/740, 4-5=-1036/732, 5-6=-1476/1006, 6-8=-1670/1020, 8-9=-2165/1097 BOT CHORD 2-16=-715/480, 14-16=-287/551, 13-14=-591/1336, 12-13=-492/1179, 11-12=-877/1746, 9-11=-888/1902 WEBS 3-16=-1900/1126, 3-14=-181/562, 5-14=-471/285, 5-13=-420/360, 6-13=-365/540, 6-12=-321/602, 8-12=-496/400, 8-11=-17/337 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 16-6-0, Interior(1) 16-6-0 to 19-10-0, Exterior(2) 19-10-0 to 23-4-0, Interior(1) 23-4-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 16=531, 9=388. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T13 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20675116 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:00 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-w0XO?QPutmbAavmOneAEdunAXacpQBx8fRDGNcz_4Sb Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x4 4x6 3x4 2x4 3x4 3x4 2x4 4x6 3x4 3x8 7-4-11 7-4-11 15-0-0 7-7-5 19-8-0 4-8-0 20-0-0 0-4-0 27-7-6 7-7-6 35-0-0 7-4-10 -1-0-0 1-0-0 7-4-11 7-4-11 15-0-0 7-7-5 19-8-0 4-8-0 19-10-0 0-2-0 20-0-0 0-2-0 27-7-6 7-7-6 35-0-0 7-4-10 36-0-0 1-0-0 0- 4 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [5:0-5-12,0-2-8], [9:0-0-10,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.83 0.81 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.39 0.13 (loc) 13-14 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=106(LC 12) Max Uplift 2=-432(LC 12), 9=-432(LC 13) Max Grav 2=1349(LC 1), 9=1349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2799/1490, 3-5=-2015/1162, 5-6=-1788/1157, 6-8=-2016/1162, 8-9=-2798/1490 BOT CHORD 2-16=-1258/2545, 14-16=-1258/2545, 13-14=-785/1788, 11-13=-1279/2545, 9-11=-1279/2545 WEBS 3-16=0/326, 3-14=-829/514, 5-14=-155/463, 8-11=0/326, 6-13=-177/464, 8-13=-828/514 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 18-6-0, Interior(1) 18-6-0 to 20-0-0, Exterior(2) 20-0-0 to 23-6-0, Interior(1) 23-6-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=432, 9=432. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T14 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675117 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:01 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-PC5mCmQWe4j1B3LaLLhT96JQ?zwf9ZTHt5ypv3z_4Sa Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22ST1.5x8 STP ST1.5x8 STP 3x4 2x4 3x4 3x8 3x4 3x4 2x4 8-9-9 8-9-9 17-0-0 8-2-7 17-6-0 0-6-0 18-0-0 0-6-0 26-2-7 8-2-7 35-0-0 8-9-9 -1-0-0 1-0-0 6-1-3 6-1-3 12-3-13 6-2-10 17-0-0 4-8-3 17-6-0 0-6-0 18-0-0 0-6-0 22-8-3 4-8-3 28-10-13 6-2-10 35-0-0 6-1-3 36-0-0 1-0-0 0- 4 - 1 7- 5 - 1 0- 4 - 1 7- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 0.12 (loc) 16-18 16-18 12 l/defl >999 >991 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=-120(LC 13) Max Uplift 2=-447(LC 12), 12=-447(LC 13) Max Grav 2=1342(LC 1), 12=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/1396, 3-5=-2431/1305, 5-6=-1696/1036, 6-7=-1512/991, 7-8=-1512/991, 8-9=-1696/1036, 9-11=-2431/1305, 11-12=-2664/1396 BOT CHORD 2-18=-1185/2396, 16-18=-900/1926, 14-16=-907/1926, 12-14=-1192/2396 WEBS 3-18=-298/276, 5-18=-160/493, 5-16=-599/449, 9-16=-599/449, 9-14=-160/493, 11-14=-298/276, 7-16=-533/998 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2) 17-0-0 to 22-8-3, Interior(1) 22-8-3 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=447, 12=447. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T14A Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675118 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:02 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-tPf8Q5R8PNrupDwmv3CiiJsZtNIUux?R6liMRVz_4SZ Scale = 1:66.0 1 2 3 4 5 6 7 8 9 10 11 12 13 15 14 18 17 16 21 20 19 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 2x4 3x8 2x4 4x10 MT20HS 2x4 2x4 3x6 3x4 5x6 5x8 3x4 5x8 3x4 3x6 7-2-10 7-2-10 11-3-4 4-0-10 17-0-0 5-8-12 20-8-0 3-8-0 27-1-12 6-5-12 35-0-0 7-10-4 -1-0-0 1-0-0 4-10-13 4-10-13 11-3-4 6-4-7 17-0-0 5-8-12 18-0-0 1-0-0 20-8-0 2-8-0 23-5-6 2-9-6 27-1-12 3-8-5 29-1-10 1-11-14 35-0-0 5-10-6 36-0-0 1-0-0 0- 4 - 1 7- 5 - 1 0- 4 - 1 2- 0 - 0 7- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [12:0-3-0,Edge], [16:0-5-8,0-3-8], [18:0-5-8,0-3-4], [20:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.80 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.45 0.19 (loc) 18 19-20 12 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 209 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. REACTIONS. (size)12=0-8-0, 2=0-8-0 Max Horz 2=120(LC 12) Max Uplift 12=-447(LC 13), 2=-447(LC 12) Max Grav 12=1342(LC 1), 2=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2704/1428, 3-5=-2509/1347, 5-6=-2365/1312, 6-7=-2145/1271, 7-8=-2341/1348, 8-10=-2988/1599, 10-11=-2507/1353, 11-12=-2664/1383 BOT CHORD 12-14=-1176/2378, 17-18=-858/2140, 16-17=-1229/2711, 2-21=-1228/2436, 20-21=-959/2034 WEBS 5-21=-146/351, 6-18=-359/741, 8-16=-320/749, 5-20=-608/369, 18-20=-1011/2144, 10-14=-499/315, 14-16=-1143/2396, 10-16=-128/408, 7-17=-482/814, 8-17=-983/640 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2) 17-0-0 to 22-11-6, Interior(1) 22-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=447, 2=447. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T15 Truss Type Hip Qty 10 Ply 1 Job Reference (optional) T20675119 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-LbCWdRSmAhzlRNVyTmjxFXPmZnb7dTpaLPRw_xz_4SY Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 3x6 3x6 8-9-9 8-9-9 17-0-0 8-2-7 17-6-0 0-6-0 18-0-0 0-6-0 26-2-7 8-2-7 35-0-0 8-9-9 -1-0-0 1-0-0 6-1-3 6-1-3 12-3-13 6-2-10 17-0-0 4-8-3 17-6-0 0-6-0 18-0-0 0-6-0 22-8-3 4-8-3 28-10-13 6-2-10 35-0-0 6-1-3 36-0-0 1-0-0 0- 4 - 1 7- 7 - 9 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [10:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.90 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.41 0.12 (loc) 14-16 14-16 10 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=123(LC 16) Max Uplift 2=-451(LC 12), 10=-451(LC 13) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2662/1353, 3-5=-2431/1258, 5-6=-1694/993, 6-7=-1694/993, 7-9=-2431/1258, 9-10=-2662/1353 BOT CHORD 2-16=-1126/2395, 14-16=-840/1928, 12-14=-857/1928, 10-12=-1143/2395 WEBS 3-16=-296/274, 5-16=-158/492, 5-14=-607/426, 7-14=-607/426, 7-12=-158/492, 9-12=-296/274, 6-14=-525/1014 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=451, 10=451. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T16 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675120 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:04 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-pnmurnSOx?5c3X390TEAnkxs_Bz6M?OkZ3BTWOz_4SX Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 2x4 4x6 3x6 7-4-11 7-4-11 15-0-0 7-7-5 20-0-0 5-0-0 27-7-5 7-7-5 35-0-0 7-4-11 -1-0-0 1-0-0 7-4-11 7-4-11 15-0-0 7-7-5 20-0-0 5-0-0 27-7-5 7-7-5 35-0-0 7-4-11 36-0-0 1-0-0 0- 4 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [5:0-5-12,0-2-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.79 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.13 (loc) 14 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=106(LC 16) Max Uplift 2=-433(LC 12), 9=-433(LC 13) Max Grav 2=1342(LC 1), 9=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2686/1491, 3-5=-1940/1177, 5-6=-1719/1175, 6-8=-1941/1177, 8-9=-2686/1491 BOT CHORD 2-16=-1270/2398, 14-16=-1270/2398, 13-14=-808/1718, 11-13=-1273/2398, 9-11=-1273/2398 WEBS 3-16=0/327, 3-14=-751/502, 5-14=-151/441, 6-13=-178/442, 8-13=-751/502, 8-11=0/327 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=433, 9=433. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T17 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675121 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:06 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-lAufFTUfTcMJIqDX8uHes91Bf_eiqtZ11NgaaGz_4SV Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 3x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 3x6 3x6 7-7-12 7-7-12 13-0-0 5-4-4 22-0-0 9-0-0 27-4-4 5-4-4 35-0-0 7-7-12 -1-0-0 1-0-0 7-7-12 7-7-12 13-0-0 5-4-4 17-6-0 4-6-0 22-0-0 4-6-0 27-4-4 5-4-4 35-0-0 7-7-12 36-0-0 1-0-0 0- 4 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.84 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.13 (loc) 12-13 12-13 8 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=93(LC 16) Max Uplift 2=-416(LC 12), 8=-416(LC 13) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2640/1494, 3-4=-2094/1273, 4-5=-1884/1239, 5-6=-1884/1239, 6-7=-2094/1273, 7-8=-2640/1494 BOT CHORD 2-15=-1262/2349, 13-15=-1262/2349, 12-13=-991/1989, 10-12=-1267/2349, 8-10=-1267/2349 WEBS 3-15=0/252, 3-13=-563/414, 4-13=-277/557, 5-13=-293/193, 5-12=-293/193, 6-12=-277/557, 7-12=-563/414, 7-10=0/252 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Exterior(2) 22-0-0 to 26-11-6, Interior(1) 26-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=416, 8=416. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T18 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675122 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:07 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-DMS1TpVHEwUAw_okicotPNZPcO0WZLAAG1P77iz_4SU Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 3x6 3x6 6-6-5 6-6-5 11-0-0 4-5-11 17-6-0 6-6-0 24-0-0 6-6-0 28-5-11 4-5-11 35-0-0 6-6-5 -1-0-0 1-0-0 6-6-5 6-6-5 11-0-0 4-5-11 17-6-0 6-6-0 24-0-0 6-6-0 28-5-11 4-5-11 35-0-0 6-6-5 36-0-0 1-0-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.74 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.38 0.13 (loc) 13 13-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-80(LC 13) Max Uplift 2=-432(LC 8), 8=-432(LC 9) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2681/1540, 3-4=-2249/1367, 4-5=-2410/1511, 5-6=-2410/1511, 6-7=-2249/1367, 7-8=-2681/1540 BOT CHORD 2-16=-1313/2391, 15-16=-1313/2391, 13-15=-1030/2037, 11-13=-1034/2037, 10-11=-1318/2391, 8-10=-1318/2391 WEBS 3-15=-430/335, 4-15=-142/369, 4-13=-302/574, 5-13=-401/356, 6-13=-302/574, 6-11=-142/369, 7-11=-430/335 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Exterior(2) 24-0-0 to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=432, 8=432. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T19 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20675123 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:08 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-hZ0Pg9Vv?Dc1X8NwFJJ6ya6V6oJiIlBJUh9hf9z_4ST Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 4x6 3x6 9-0-0 9-0-0 17-6-0 8-6-0 26-0-0 8-6-0 35-0-0 9-0-0 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 13-4-12 4-4-12 21-7-4 8-2-8 26-0-0 4-4-12 29-3-5 3-3-5 35-0-0 5-8-11 36-0-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-3-0,Edge], [10:0-0-10,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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.94 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.47 0.14 (loc) 14 14-16 10 l/defl >999 >881 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-67(LC 13) Max Uplift 2=-455(LC 8), 10=-455(LC 9) Max Grav 2=1342(LC 1), 10=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1585, 3-4=-2418/1435, 4-5=-2219/1375, 5-7=-2828/1675, 7-8=-2219/1375, 8-9=-2418/1435, 9-10=-2646/1585 BOT CHORD 2-16=-1359/2377, 14-16=-1460/2743, 12-14=-1464/2743, 10-12=-1363/2377 WEBS 3-16=-230/295, 4-16=-411/781, 5-16=-772/507, 7-12=-772/507, 8-12=-411/781, 9-12=-230/295 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=455, 10=455. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T20 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T20675124 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:11 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-68hYJAYnH8_cOc6VxSspZDk32?MVV4JmAfNLGUz_4SQ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 5x8 3x6 4x6 2x4 5x8 2x4 3x4 3x6 2x4 4x6 3x6 7-0-0 7-0-0 14-0-9 7-0-9 20-11-7 6-10-13 28-0-0 7-0-9 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-9 7-0-9 20-11-7 6-10-13 28-0-0 7-0-9 35-0-0 7-0-0 36-0-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [7:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.80 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.65 0.14 (loc) 12-13 12-13 8 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 Weight: 314 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-53(LC 32) Max Uplift 2=-1045(LC 4), 8=-1073(LC 5) Max Grav 2=2608(LC 1), 8=2625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5798/2319, 3-4=-8055/3359, 4-6=-8054/3359, 6-7=-8064/3379, 7-8=-5840/2386 BOT CHORD 2-15=-2045/5235, 13-15=-2048/5264, 12-13=-3274/8064, 10-12=-2119/5302, 8-10=-2116/5274 WEBS 3-15=-69/702, 3-13=-1308/3117, 4-13=-820/597, 6-12=-825/589, 7-12=-1263/3071, 7-10=-69/703 NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1045, 8=1073. 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss T20 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T20675124 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:11 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-68hYJAYnH8_cOc6VxSspZDk32?MVV4JmAfNLGUz_4SQ NOTES-(10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 lb down and 125 lb up at 9-0-12, 105 lb down and 125 lb up at 11-0-12, 105 lb down and 125 lb up at 13-0-12, 105 lb down and 125 lb up at 15-0-12, 105 lb down and 125 lb up at 17-0-12, 105 lb down and 125 lb up at 17-11-4, 105 lb down and 125 lb up at 19-11-4, 105 lb down and 125 lb up at 21-11-4, 105 lb down and 125 lb up at 23-11-4, and 105 lb down and 125 lb up at 25-11-4, and 180 lb down and 215 lb up at 28-0-0 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 17-11-4, 81 lb down at 19-11-4, 81 lb down at 21-11-4, 81 lb down at 23-11-4, and 81 lb down at 25-11-4, and 340 lb down and 146 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-105(B) 7=-133(B) 15=-340(B) 10=-340(B) 16=-105(B) 17=-105(B) 18=-105(B) 19=-105(B) 20=-105(B) 21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-58(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job LELIA_MODEL Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20675125 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-aKFwWWZP2S6T0lhhU9O26QHIZPqAEgqvPI7uowz_4SP Scale = 1:12.2 1 2 3 4 2x4 2x4 2x4 4-6-3 4-6-3 0- 0 - 4 1- 1 0 - 9 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-9, 3=4-5-9 Max Horz 1=78(LC 9) Max Uplift 1=-46(LC 12), 3=-59(LC 12) Max Grav 1=134(LC 1), 3=134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20675126 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-aKFwWWZP2S6T0lhhU9O26QHO3PuYEgqvPI7uowz_4SP Scale: 1.5"=1' 1 2 3 2x4 2x4 2x4 2-6-3 2-6-3 0- 0 - 4 1- 0 - 9 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-5-9, 3=2-5-9 Max Horz 1=35(LC 9) Max Uplift 1=-20(LC 12), 3=-26(LC 12) Max Grav 1=60(LC 1), 3=60(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss V03 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20675127 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:13 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-2WpIjsZ2pmEKevGt2svHeepQrp98z742eysSKMz_4SO Scale = 1:13.1 1 2 3 4 2x4 2x4 2x4 5-0-0 5-0-0 0- 0 - 4 2- 1 - 0 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.66 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-6, 3=4-11-6 Max Horz 1=88(LC 11) Max Uplift 1=-52(LC 12), 3=-66(LC 12) Max Grav 1=152(LC 1), 3=152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 LELIA_MODEL Truss V04 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20675128 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Jul 8 15:58:14 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-WjNgxCaga3MBF3q4caQWBrMjWDZTiaJCtcc?toz_4SN Scale = 1:9.0 1 2 3 2x4 2x4 2x4 3-0-0 3-0-0 0- 0 - 4 1- 3 - 0 5.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-6, 3=2-11-6 Max Horz 1=45(LC 11) Max Uplift 1=-27(LC 12), 3=-34(LC 12) Max Grav 1=78(LC 1), 3=78(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 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. July 9,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s