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HomeMy WebLinkAboutAPPROVED WS 40 - Truss Package [ds] 2.19.20216904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: WS0040 - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: 40 Customer Info: K Hovnanian Homes Project Name: WS0040 Model: Ashmere-B Subdivision: Waterstone Address: 5145 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: February 1,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Lady Lake, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T22666166 CJ1 Date 2/1/212T22666167CJ32/1/213T22666168CJ52/1/214T22666169EJ22/1/215T22666170EJ52/1/216T22666171EJ72/1/217T22666172HJ22/1/218T22666173HJ52/1/219T22666174HJ72/1/2110T22666175T032/1/2111T22666176T042/1/2112T22666177T072/1/2113T22666178T082/1/2114T22666179T092/1/21 No.Seal#Truss Name 15 T22666180 T10 Date 2/1/2116T22666181T112/1/2117T22666182T11A2/1/2118T22666183T122/1/2119T22666184T132/1/2120T22666185T142/1/2121T22666186T152/1/2122T22666187T162/1/2123T22666188T172/1/2124T22666189T182/1/2125T22666190T192/1/2126T22666191T202/1/2127T22666192T212/1/2128T22666193V012/1/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: WS0040 - 2 of 2 Site Information: Lot/Block: 40 Customer Info: K Hovnanian Homes Project Name: WS0040 Model: Ashmere-B Subdivision: Waterstone Address: 5145 Armina Pl., . State: FLCity: Fort Pierce No.Seal#Truss Name 29 T22666194 V02 Date 2/1/2130T22666195V062/1/2131T22666196V072/1/2132T22666197V082/1/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss CJ1 Truss Type CORNER JACK Qty 16 Ply 1 Job Reference (optional) T22666166 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:28 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-SDveqwJuY5pl6w_2AY5b_DkYvhJevZIYjuI4yOzq8Z1 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 0-4-10-9-10-4-70-4-100-9-15.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 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=40(LC 12) Max Uplift 3=-8(LC 1), 2=-97(LC 12) Max Grav 3=18(LC 12), 2=125(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 97 lb uplift at joint 2. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T22666167 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:29 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-wPT11GKWJOxbj4ZEjFdqWQHiS5d5e0YiyY1eVqzq8Z0 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 0-4-11-7-11-2-101-7-15.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 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=71(LC 12) Max Uplift 3=-32(LC 12), 2=-106(LC 12) Max Grav 3=54(LC 17), 2=187(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 106 lb uplift at joint 2. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T22666168 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:30 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-Ob1PFcL84i3SLE8QHz833eqlwVuSNTorBCnB1Hzq8Z? 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 0-4-12-5-12-0-102-5-15.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.76 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 -0.00 (loc) 2-4 2-4 3 l/defl >999 >952 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 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=103(LC 12) Max Uplift 3=-77(LC 12), 2=-116(LC 12) Max Grav 3=114(LC 17), 2=253(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 116 lb uplift at joint 2. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss EJ2 Truss Type Jack-Open Structural Gable Qty 10 Ply 1 Job Reference (optional) T22666169 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:30 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-Ob1PFcL84i3SLE8QHz833equOVzINTorBCnB1Hzq8Z? Scale = 1:8.7 1 2 3 4 2x4 ST1.5x8 STP 2-0-0 2-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-4-11-2-15.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 4=Mechanical, 3=Mechanical Max Horz 2=56(LC 12) Max Uplift 2=-87(LC 12), 3=-20(LC 9) Max Grav 2=145(LC 1), 4=38(LC 3), 3=38(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 2 and 20 lb uplift at joint 3. 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." This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss EJ5 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T22666170 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:31 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-sobnSyLmr0BJzOjdrgfIcrM_XvGV6w2_QsWlZjzq8Z_ Scale = 1:14.9 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 0-4-12-5-12-0-102-5-15.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.45 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=103(LC 12) Max Uplift 3=-77(LC 12), 2=-116(LC 12) Max Grav 3=114(LC 17), 2=253(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 116 lb uplift at joint 2. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss EJ7 Truss Type Jack-Open Qty 14 Ply 1 Job Reference (optional) T22666171 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:32 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-L_99gIMOcJJAaYIpPNAX83v6nJZIrNH8eWGI49zq8Yz 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 0-4-13-3-12-10-103-3-15.00 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >773 >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=136(LC 12) Max Uplift 3=-103(LC 12), 2=-130(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-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 130 lb uplift at joint 2. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss HJ2 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T22666172 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:33 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-pAiXteN0NdR1Cis?y5hmhGRO0i?_aqXHtA?rdczq8Yy Scale = 1:8.5 1 2 5 3 4 2x4 2-9-3 2-9-3 -1-5-0 1-5-0 2-9-3 2-9-3 0-4-11-1-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -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.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=55(LC 8) Max Uplift 3=-46(LC 14), 2=-161(LC 8) Max Grav 3=10(LC 1), 2=194(LC 1), 4=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 161 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb up at 1-4-15, and 75 lb up at 1-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) "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, 2-4=-20 Concentrated Loads (lb) Vert: 5=42(F=21, B=21) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T22666173 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:33 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-pAiXteN0NdR1Cis?y5hmhGRIDivIaqXHtA?rdczq8Yy Scale = 1:15.7 1 2 5 6 3 7 8 4 3x4 7-0-2 7-0-2 -1-5-0 1-5-0 7-0-2 7-0-2 0-4-12-4-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.50 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 -0.00 (loc) 2-4 2-4 3 l/defl >975 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 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=0-10-15, 4=Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-94(LC 8), 2=-193(LC 8) Max Grav 3=153(LC 1), 2=315(LC 1), 4=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 193 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb up at 1-4-15, 78 lb up at 1-4-15, and 44 lb up at 4-2-15, and 44 lb up at 4-2-15 on top chord, and at 1-4-15, at 1-4-15, and at 4-2-15, and at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 2-4=-20 Concentrated Loads (lb) Vert: 5=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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T22666174 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:34 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-HNGw4zOf7xZuqrRCWoC?DU_YC6GGJDYR6qlP92zq8Yx 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 0-4-13-2-133.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-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=135(LC 8) Max Uplift 4=-68(LC 8), 2=-237(LC 8), 5=-101(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=-714/203 BOT CHORD 2-7=-269/652, 6-7=-269/652 WEBS 3-6=-713/294, 3-7=0/290 NOTES-(9) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 4, 237 lb uplift at joint 2 and 101 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb up at 1-4-15, 78 lb up at 1-4-15, 44 lb up at 4-2-15, 44 lb up at 4-2-15, and 38 lb down and 99 lb up at 7-0-14, and 38 lb down and 99 lb up at 7-0-14 on top chord, and at 1-4-15, at 1-4-15, at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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: 1-4=-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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T03 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T22666175 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:35 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-lZqIIJOHuEhlR?0O4WkEmhXimWWk2hoaKUUyhUzq8Yw Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 11 12 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 5x8 2x4 2x4 3x4 9-4-0 9-4-0 18-8-0 9-4-0 -1-0-0 1-0-0 5-11-10 5-11-10 9-4-0 3-4-6 12-8-6 3-4-6 18-8-0 5-11-10 19-8-0 1-0-0 0-4-14-2-110-4-15.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [6:0-3-0,0-1-8], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.03 (loc) 2-8 2-8 6 l/defl >999 >792 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 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 4-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-8-0 Max Horz 2=-103(LC 10) Max Uplift 2=-285(LC 12), 6=-285(LC 12) Max Grav 2=738(LC 1), 6=738(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/631, 3-4=-916/504, 4-5=-916/504, 5-6=-1176/631 BOT CHORD 2-8=-483/1037, 6-8=-490/1037 WEBS 4-8=-256/546, 5-8=-302/279, 3-8=-302/279 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 2 and 285 lb uplift at joint 6. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T04 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T22666176 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:36 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-DlOgVfPvfYpc39baeDFTJv3sywsvn8_jZ8EWDwzq8Yv Scale = 1:33.2 1 2 3 4 5 6 7 8 9 10 11 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 2x4 2x4 3x4 9-4-0 9-4-0 18-8-0 9-4-0 5-11-10 5-11-10 9-4-0 3-4-6 12-8-6 3-4-6 18-8-0 5-11-10 19-8-0 1-0-0 0-4-14-2-110-4-15.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [5:0-3-0,0-1-8], [7:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.82 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.03 (loc) 1-7 1-7 5 l/defl >999 >779 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 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 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing. REACTIONS. (size)1=0-8-0, 5=0-8-0 Max Horz 1=-102(LC 10) Max Uplift 1=-215(LC 12), 5=-288(LC 12) Max Grav 1=663(LC 1), 5=741(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1190/651, 2-3=-924/521, 3-4=-923/512, 4-5=-1184/646 BOT CHORD 1-7=-497/1052, 5-7=-503/1044 WEBS 3-7=-273/555, 4-7=-302/278, 2-7=-312/286 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-4-0, Exterior(2R) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 1 and 288 lb uplift at joint 5. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22666177 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:37 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-hyy2j?QXQsxThJAnBxmir6c_xKCPWbptooz3mNzq8Yu 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 0-4-14-11-10-4-14-11-15.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [6:0-5-12,0-2-8] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.74 0.24 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 6-3-8 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-120(LC 10) Max Uplift 2=-483(LC 12), 8=-483(LC 12) 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=-2681/1020, 3-4=-2249/910, 4-5=-2410/1014, 5-6=-2410/1014, 6-7=-2249/910, 7-8=-2681/1020 BOT CHORD 2-16=-847/2391, 15-16=-847/2391, 13-15=-653/2037, 11-13=-662/2037, 10-11=-857/2391, 8-10=-857/2391 WEBS 3-15=-434/229, 4-15=-86/369, 4-13=-183/574, 5-13=-401/247, 6-13=-183/574, 6-11=-86/369, 7-11=-434/229 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-0-0, Exterior(2R) 24-0-0 to 28-5-11, Interior(1) 28-5-11 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 8. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T08 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T22666178 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:39 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-dK4p8hRnyTBBwdK9JMoAwXhGC7qt_RFAF6SAqFzq8Ys 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 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 4x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 4x6 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 0-4-15-9-10-4-15-9-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 1.00 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.62 0.14 (loc) 12-13 12-13 8 l/defl >999 >664 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 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-140(LC 10) Max Uplift 2=-483(LC 12), 8=-483(LC 12) Max Grav 2=1490(LC 17), 8=1490(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2916/1008, 3-4=-2307/862, 4-5=-2102/837, 5-6=-2102/837, 6-7=-2307/862, 7-8=-2916/1008 BOT CHORD 2-15=-826/2709, 13-15=-826/2709, 12-13=-654/2209, 10-12=-837/2605, 8-10=-837/2605 WEBS 3-15=0/252, 3-13=-654/290, 4-13=-178/682, 5-13=-293/119, 5-12=-293/119, 6-12=-178/682, 7-12=-655/290, 7-10=0/252 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 17-6-0, Interior(1) 17-6-0 to 22-0-0, Exterior(2R) 22-0-0 to 26-2-15, Interior(1) 26-2-15 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 8. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T09 Truss Type HIP Qty 2 Ply 1 Job Reference (optional) T22666179 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:40 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-6XdBL1SPjnJ2YmvLt3JPTlESoXDPjxpJUlCjMizq8Yr 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 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 0-4-16-7-10-4-16-7-15.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-8] 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 YES FBC2020/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 6-3-8 oc bracing. WEBS 1 Row at midpt 3-14, 8-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-160(LC 10) Max Uplift 2=-483(LC 12), 9=-483(LC 12) 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=-2686/1019, 3-5=-1940/809, 5-6=-1719/804, 6-8=-1941/809, 8-9=-2686/1019 BOT CHORD 2-16=-844/2398, 14-16=-844/2398, 13-14=-516/1718, 11-13=-854/2398, 9-11=-854/2398 WEBS 3-16=0/327, 3-14=-751/356, 5-14=-96/441, 6-13=-103/442, 8-13=-751/356, 8-11=0/327 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-0-0, Exterior(2R) 20-0-0 to 24-2-15, Interior(1) 24-2-15 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 9. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T10 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T22666180 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:42 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-2vlxmjUgFOaln42k_UMtYAJqALwPBlzcx3hqRazq8Yp 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 22 23 24 3x6 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 3x6 3x6 4x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 4x6 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 6-10-12 6-10-12 12-3-13 5-5-1 17-0-0 4-8-3 17-6-0 0-6-0 18-0-0 0-6-0 22-8-3 4-8-3 28-1-4 5-5-1 35-0-0 6-10-12 36-0-0 1-0-0 0-4-17-5-10-4-17-5-15.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.75 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.11 (loc) 14-16 14-16 12 l/defl >999 >917 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 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=180(LC 11) Max Uplift 2=-483(LC 12), 12=-483(LC 12) Max Grav 2=1492(LC 17), 12=1492(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2915/976, 3-5=-2756/953, 5-6=-1880/732, 6-7=-1697/705, 7-8=-1697/705, 8-9=-1880/732, 9-11=-2757/953, 11-12=-2915/976 BOT CHORD 2-18=-803/2755, 16-18=-603/2211, 14-16=-613/2117, 12-14=-813/2620 WEBS 3-18=-283/204, 5-18=-148/688, 5-16=-678/311, 9-16=-678/311, 9-14=-148/688, 11-14=-283/205, 7-16=-367/1173 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 22-2-15, Interior(1) 22-2-15 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 12. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T11 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T22666181 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:43 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-W5JJz2VI0iicPEdwYBt65Ns?ukFewC1lAjQNz0zq8Yo 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 4x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 4x6 3x6 8-9-9 8-9-9 17-6-0 8-8-7 26-2-7 8-8-7 35-0-0 8-9-9 -1-0-0 1-0-0 6-10-11 6-10-11 12-3-12 5-5-1 17-6-0 5-2-4 22-8-4 5-2-4 28-1-5 5-5-1 35-0-0 6-10-11 36-0-0 1-0-0 0-4-17-7-90-4-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.75 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.45 0.11 (loc) 12-14 12-14 10 l/defl >999 >921 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.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-185(LC 10) Max Uplift 2=-483(LC 12), 10=-483(LC 12) Max Grav 2=1490(LC 17), 10=1490(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2909/980, 3-5=-2752/958, 5-6=-1878/745, 6-7=-1878/745, 7-9=-2752/958, 9-10=-2910/980 BOT CHORD 2-16=-810/2753, 14-16=-614/2214, 12-14=-619/2121, 10-12=-815/2615 WEBS 6-14=-375/1189, 7-14=-689/316, 7-12=-145/684, 9-12=-280/201, 5-14=-689/316, 5-16=-145/684, 3-16=-280/201 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 10. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T11A Truss Type Common Qty 1 Ply 1 Job Reference (optional) T22666182 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:44 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-_ItiBOVwn?qT0OC76vOLdbPCP8affbIvPNAxWTzq8Yn Scale = 1:66.0 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 20 17 16 15 14 22 21 19 1825 26 27 28 29 5x12 ST1.5x8 STP ST1.5x8 STP 3x6 3x6 3x8 3x4 3x4 2x4 3x4 2x4 4x6 3x6 5x8 10x12 10x16 MT20HS 2x4 5x6 5x12 3x6 8x14 MT20HS 6x8 3x4 5-0-0 5-0-0 9-4-12 4-4-12 10-9-0 1-4-4 12-2-0 1-5-0 17-6-0 5-4-0 26-2-7 8-8-7 35-0-0 8-9-9 -1-0-0 1-0-0 5-0-0 5-0-0 9-4-12 4-4-12 12-2-0 2-9-4 17-6-0 5-4-0 22-8-4 5-2-4 28-8-13 6-0-9 35-0-0 6-3-3 36-0-0 1-0-0 0-4-17-7-90-4-11-11-115.00 12 Plate Offsets (X,Y)-- [3:0-8-0,0-3-4], [6:0-5-4,0-3-0], [18:0-4-8,0-5-0], [19:0-4-8,0-1-8], [21:0-3-8,0-4-4], [22:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.83 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.77 0.38 (loc) 20 20 12 l/defl >922 >533 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 215 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 12-15: 2x4 SP No.1, 15-20: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-17: 2x6 SP M 26, 4-23: 2x4 SP No.1, 3-24: 2x4 SP No.2 3-22: 2x4 SP M 31 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-12 oc bracing. JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)2=0-8-0, 12=0-8-0 Max Horz 2=186(LC 11) Max Uplift 2=-484(LC 12), 12=-483(LC 12) Max Grav 2=1479(LC 17), 12=1485(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2966/980, 3-4=-8375/2589, 4-5=-5469/1738, 5-7=-3648/1219, 7-8=-3531/1287, 8-9=-1859/749, 9-11=-2726/938, 11-12=-2926/997 BOT CHORD 2-24=-829/2811, 23-24=-828/2810, 17-20=-169/531, 16-17=-219/735, 14-16=-623/2108, 12-14=-837/2636, 21-22=-2491/8606, 19-21=-1462/5194, 18-19=-1462/5194 WEBS 8-16=-111/433, 9-16=-700/317, 9-14=-115/658, 11-14=-293/210, 22-23=-782/2668, 4-22=-748/2605, 5-18=-2170/667, 3-23=-3481/1025, 16-18=-195/1036, 8-18=-708/2202, 19-20=-355/1122, 3-22=-2133/7387, 5-21=-493/1743, 4-21=-3619/1090, 18-20=-1174/373 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2R) 17-6-0 to 20-6-0, Interior(1) 20-6-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 484 lb uplift at joint 2 and 483 lb uplift at joint 12. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22666183 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:46 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-wg?Sc4XAJd4BGhMVDKQpj0URQyES7b6Cshf1aLzq8Yl 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 3x6 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 0-4-14-1-10-4-14-1-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-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=-100(LC 10) Max Uplift 2=-483(LC 12), 10=-483(LC 12) 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=-2646/1035, 3-4=-2418/938, 4-5=-2219/899, 5-7=-2828/1106, 7-8=-2219/899, 8-9=-2418/938, 9-10=-2646/1035 BOT CHORD 2-16=-865/2377, 14-16=-957/2743, 12-14=-950/2743, 10-12=-875/2377 WEBS 4-16=-266/781, 5-16=-772/331, 7-12=-772/331, 8-12=-266/781 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-4-12, Interior(1) 13-4-12 to 26-0-0, Exterior(2R) 26-0-0 to 30-2-15, Interior(1) 30-2-15 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 10. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T13 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T22666184 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:49 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-LFgbE6Z3bYSm7954uS_WKe6_a9I7KxVeYftiBgzq8Yi Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 5x8 3x6 4x6 2x4 5x8 2x4 2x4 3x8 2x4 5x8 2x4 4x6 3x6 7-0-0 7-0-0 12-3-14 5-3-14 17-6-0 5-2-2 22-8-2 5-2-2 28-0-0 5-3-14 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 12-3-14 5-3-14 17-6-0 5-2-2 22-8-2 5-2-2 28-0-0 5-3-14 35-0-0 7-0-0 36-0-0 1-0-0 0-4-13-3-10-4-13-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [8:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.75 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.36 -0.66 0.15 (loc) 14 13-14 9 l/defl >999 >621 n/a L/d 240 180 n/a PLATES MT20 Weight: 325 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-14 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-80(LC 6) Max Uplift 2=-945(LC 8), 9=-959(LC 8) Max Grav 2=2609(LC 1), 9=2625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5774/1981, 3-4=-7519/2654, 4-6=-7519/2654, 6-7=-7530/2666, 7-8=-7530/2666, 8-9=-5812/2016 BOT CHORD 2-17=-1718/5211, 15-17=-1721/5237, 14-15=-2787/8300, 13-14=-2787/8300, 11-13=-1753/5272, 9-11=-1750/5245 WEBS 3-17=-60/640, 3-15=-911/2693, 4-15=-595/366, 6-15=-933/311, 6-14=0/468, 6-13=-909/297, 7-13=-588/361, 8-13=-887/2655, 8-11=-60/639 NOTES-(11) 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 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 945 lb uplift at joint 2 and 959 lb uplift at joint 9. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T13 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T22666184 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:49 2021 Page 2 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-LFgbE6Z3bYSm7954uS_WKe6_a9I7KxVeYftiBgzq8Yi NOTES-(11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 122 lb up at 7-0-0, 105 lb down and 118 lb up at 9-0-12, 105 lb down and 118 lb up at 11-0-12, 105 lb down and 118 lb up at 13-0-12, 105 lb down and 118 lb up at 15-0-12, 105 lb down and 118 lb up at 17-0-12, 105 lb down and 118 lb up at 17-11-4, 105 lb down and 118 lb up at 19-11-4, 105 lb down and 118 lb up at 21-11-4, 105 lb down and 118 lb up at 23-11-4, and 105 lb down and 118 lb up at 25-11-4, and 180 lb down and 216 lb up at 28-0-0 on top chord, and 340 lb down and 129 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 129 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) "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, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-105(B) 5=-105(B) 8=-133(B) 17=-340(B) 11=-340(B) 18=-105(B) 19=-105(B) 20=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 26=-105(B) 27=-105(B) 28=-105(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) 36=-58(B) 37=-58(B) 38=-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 WS0040 Truss T14 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22666185 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:50 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-pSEzRSahMradlJgGS9VltsfGaZjt3VCnnJdFj7zq8Yh Scale = 1:22.8 1 2 3 4 5 6 8 7 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 3x4 2x4 2x4 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-0-0 2-0-0 12-0-0 5-0-0 13-0-0 1-0-0 0-4-12-5-10-4-12-5-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.39 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 5-7 5-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 46 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 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-8-0 Max Horz 2=60(LC 7) Max Uplift 2=-255(LC 8), 5=-264(LC 8) Max Grav 2=652(LC 1), 5=666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1060/323, 3-4=-927/323, 4-5=-1065/327 BOT CHORD 2-8=-219/915, 7-8=-218/927, 5-7=-222/919 WEBS 3-8=0/260 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 2 and 264 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 97 lb up at 5-0-0, and 184 lb down and 219 lb up at 7-0-0 on top chord, and 113 lb down at 5-0-0, and 113 lb down at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 3-4=-54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-60(B) 4=-137(B) 8=-69(B) 7=-69(B) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T15 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T22666186 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:51 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-HeoLfnbJ79iUMTET0t0_Q3BQPz4goyQx0zMoFZzq8Yg Scale = 1:22.4 1 2 3 4 5 6 7 8 9 10 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 2x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-12-10-10-4-15.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.36 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 2-6 2-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 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=0-8-0, 4=0-8-0 Max Horz 2=70(LC 11) Max Uplift 2=-205(LC 12), 4=-205(LC 12) Max Grav 2=491(LC 1), 4=491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-636/421, 3-4=-636/421 BOT CHORD 2-6=-257/523, 4-6=-257/523 WEBS 3-6=-8/264 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 13-0-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 205 lb uplift at joint 4. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T16 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22666187 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:53 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-D1w54TcZfmyCcmOr7I2SVUGmAmkzGqbETHrvKRzq8Ye Scale = 1:35.1 1 2 3 4 6 8 9 11 12 13 14 5 7 10 19 18 17 16 15 30 31 32 33 34 35 36 3x4 ST1.5x8 STP ST1.5x8 STP 3x4 3x4 8x10 4x6 3x4 8x14 MT20HS 8x14 MT20HS 4x6 4x6 4x6 4x6 5x8 2-0-11 2-0-11 5-11-10 3-10-15 9-4-0 3-4-6 12-8-6 3-4-6 16-7-5 3-10-15 18-8-0 2-0-11 -1-0-0 1-0-0 5-11-10 5-11-10 9-4-0 3-4-6 12-8-6 3-4-6 16-7-5 3-10-15 18-8-0 2-0-11 19-8-0 1-0-0 0-4-11-2-13-10-150-4-11-2-15.00 12 Plate Offsets (X,Y)-- [3:0-0-4,Edge], [7:0-5-0,0-2-8], [12:0-0-4,Edge], [17:0-4-0,0-3-0], [20:0-1-13,0-1-0], [27:0-1-13,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.50 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.05 (loc) 18 18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 130 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 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. Except: 1 Row at midpt 3-12 BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. REACTIONS. (size)2=0-8-0, 13=0-8-0 Max Horz 2=96(LC 7) Max Uplift 2=-326(LC 8), 13=-346(LC 8) Max Grav 2=854(LC 1), 13=828(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1731/519, 3-6=-1349/474, 6-8=-1055/350, 8-9=-1055/350, 9-12=-1350/473, 12-13=-1681/549, 3-5=-438/100, 10-12=-414/118 BOT CHORD 2-19=-432/1572, 18-19=-458/1566, 17-18=-456/1675, 16-17=-473/1653, 15-16=-490/1524, 13-15=-464/1529 WEBS 7-8=-186/654, 7-9=-349/194, 6-7=-348/196, 7-17=-5/393, 5-17=-475/36, 10-17=-452/53 NOTES-(15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 346 lb uplift at joint 13. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb up at 16-8-0 on top chord, and 15 lb down at 2-0-0, 13 lb down at 3-1-1, 13 lb down at 5-1-1, 13 lb down at 7-1-1, 13 lb down at 9-1-1, 13 lb down at 9-6-15, 13 lb down at 11-6-15, 13 lb down at 13-6-15, and 13 lb down at 15-6-15, and 15 lb down at 16-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T16 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22666187 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:53 2021 Page 2 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-D1w54TcZfmyCcmOr7I2SVUGmAmkzGqbETHrvKRzq8Ye 15) "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, 3-8=-54, 8-12=-54, 12-14=-54, 2-13=-20, 3-12=-18(F) Concentrated Loads (lb) Vert: 30=31(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 WS0040 Truss T17 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22666188 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:54 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-hDUTHpdBQ442Dwz2h?Zh1iptUA_i?GtNixbSsuzq8Yd Scale = 1:46.5 1 2 3 5 7 8 9 10 11 4 6 15 14 13 12 23 24 25 26 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 3x4 3x4 3x6 3x8 4x6 3x6 3x4 3x8 6x12 MT20HS 3x4 3x4 1-4-11 1-4-11 3-9-10 2-4-14 6-0-0 2-2-6 14-10-2 8-10-2 24-4-0 9-5-14 3-9-10 3-9-10 6-0-12 2-3-2 11-10-0 5-9-4 17-9-2 5-11-2 24-4-0 6-6-14 25-4-0 1-0-0 0-7-61-2-15-2-120-4-11-2-15.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-2-15], [2:0-2-8,0-2-4], [7:0-3-0,0-0-4], [10:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.85 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.31 0.02 (loc) 10-12 10-12 10 l/defl >999 >704 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 141 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 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 - 2-2-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14 REACTIONS. (size)1=0-8-0, 14=0-8-0, 10=0-8-0 Max Horz 1=-126(LC 6) Max Uplift 1=-49(LC 8), 14=-452(LC 8), 10=-266(LC 25) Max Grav 1=261(LC 17), 14=1314(LC 1), 10=677(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-272/19, 2-5=-159/403, 5-7=-71/417, 7-9=-739/270, 9-10=-1035/360, 2-4=-445/200 BOT CHORD 12-14=-14/383, 10-12=-248/914 WEBS 6-14=-346/212, 5-6=-313/205, 7-14=-942/300, 7-12=-116/537, 9-12=-371/234, 4-14=-501/213 NOTES-(15) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1, 452 lb uplift at joint 14 and 266 lb uplift at joint 10. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 36 lb up at 4-5-1 on top chord, and 15 lb down at 1-4-0, and 13 lb down at 2-5-1, and 13 lb down at 4-5-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T17 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22666188 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:54 2021 Page 2 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-hDUTHpdBQ442Dwz2h?Zh1iptUA_i?GtNixbSsuzq8Yd 15) "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, 2-7=-54, 7-11=-54, 1-14=-65(F=-45), 10-14=-20, 2-6=-18(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 WS0040 Truss T18 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T22666189 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:55 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-9P1sV9eqBOCvr4YEFj4wavM3aaMOklEWxbK0OKzq8Yc Scale = 1:43.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 3x8 3x4 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x4 2x4 3x4 2x4 3x6 8-5-2 8-5-2 15-2-14 6-9-12 24-4-0 9-1-2 5-2-2 5-2-2 11-10-0 6-7-14 18-5-14 6-7-14 24-4-0 5-10-2 25-4-0 1-0-0 0-7-65-6-90-4-15.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.75 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.05 (loc) 6-8 6-8 6 l/defl >999 >865 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=-134(LC 10) Max Uplift 1=-288(LC 12), 6=-360(LC 12) Max Grav 1=886(LC 1), 6=962(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1692/781, 3-4=-1415/662, 4-5=-1457/669, 5-6=-1751/805 BOT CHORD 1-10=-622/1494, 8-10=-331/1032, 6-8=-665/1569 WEBS 3-10=-345/279, 4-10=-136/406, 4-8=-157/464, 5-8=-384/305 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-10-0, Exterior(2R) 11-10-0 to 14-10-0, Interior(1) 14-10-0 to 25-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 1 and 360 lb uplift at joint 6. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T19 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T22666190 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:56 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-ecbEiVfSyhKmTE7QpQc977uBB_fgT0yg9F4Zxmzq8Yb Scale = 1:64.8 1 2 3 4 5 6 7 8 9 15 13 12 11 10 16 17 18 14 19 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x4 3x6 3x4 3x4 3x4 2x4 3x6 3x4 3x8 7-0-0 7-0-0 10-8-0 3-8-0 11-4-0 0-8-0 17-0-0 5-8-0 25-10-15 8-10-15 35-0-0 9-1-1 -1-0-0 1-0-0 7-0-0 7-0-0 12-0-0 5-0-0 17-0-0 5-0-0 22-6-0 5-6-0 28-5-2 5-11-2 35-0-0 6-6-14 36-0-0 1-0-0 0-4-13-3-15-6-90-4-13-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.88 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.28 0.04 (loc) 10-12 10-12 8 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 Weight: 160 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 3-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-14 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS.All bearings 0-8-0 except (jt=length) 13=5-0-0. (lb) - Max Horz 2=135(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-355(LC 8), 13=-102(LC 17), 8=-241(LC 8), 12=-619(LC 8) Max Grav All reactions 250 lb or less at joint(s) 13, 14 except 2=865(LC 17), 8=751(LC 14), 12=1758(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1464/527, 3-4=-1277/522, 4-5=-208/655, 5-6=-183/766, 6-7=-893/224, 7-8=-1119/287 BOT CHORD 2-15=-389/1273, 14-15=-186/625, 13-14=-186/625, 12-13=-186/625, 10-12=0/365, 8-10=-180/985 WEBS 4-15=-243/803, 4-12=-1433/612, 6-12=-1204/389, 6-10=-136/747, 7-10=-364/233 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=355, 13=102, 8=241, 12=619. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 122 lb up at 7-0-0, and 145 lb down and 118 lb up at 9-0-12 on top chord, and 340 lb down and 129 lb up at 7-0-0, and 81 lb down at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T19 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T22666190 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:57 2021 Page 2 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-6o9cvrf4j?Td4OidM77OfKRMwO?vCTCpOvp7TDzq8Ya LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-105(F) 15=-340(F) 16=-105(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 WS0040 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22666191 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:57 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-6o9cvrf4j?Td4OidM77OfKRNfO0OCXupOvp7TDzq8Ya Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x8 2x4 3x4 5x8 3x4 2x4 3x6 3x6 9-0-0 9-0-0 19-0-0 10-0-0 25-10-14 6-10-14 35-0-0 9-1-2 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 14-0-0 5-0-0 19-0-0 5-0-0 22-6-0 3-6-0 29-1-14 6-7-14 35-0-0 5-10-2 36-0-0 1-0-0 0-4-14-1-15-6-90-4-14-1-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.78 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.57 0.12 (loc) 13-15 13-15 9 l/defl >999 >724 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=135(LC 11) Max Uplift 2=-483(LC 12), 9=-483(LC 12) 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=-2661/1072, 3-4=-2432/984, 4-5=-2233/941, 5-6=-2872/1194, 6-7=-3195/1347, 7-8=-2397/970, 8-9=-2676/1087 BOT CHORD 2-15=-925/2378, 13-15=-1009/2750, 11-13=-641/1909, 9-11=-929/2413 WEBS 4-15=-233/729, 5-15=-657/325, 5-13=-7/252, 6-13=-1399/645, 7-13=-718/1781, 7-11=-130/446, 8-11=-362/266 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 22-6-0, Exterior(2R) 22-6-0 to 25-6-0, Interior(1) 25-6-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=483, 9=483. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss T21 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22666192 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:58 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-a_j_7BgiUJbUiXHpwredCY_Z9nJcx1?zdZZg?fzq8YZ 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 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x4 2x4 3x8 3x4 5x8 3x4 2x4 3x6 3x6 6-6-5 6-6-5 11-0-0 4-5-11 21-0-0 10-0-0 25-10-15 4-10-15 35-0-0 9-1-1 -1-0-0 1-0-0 6-6-5 6-6-5 11-0-0 4-5-11 16-0-0 5-0-0 21-0-0 5-0-0 22-6-0 1-6-0 29-1-15 6-7-15 35-0-0 5-10-1 36-0-0 1-0-0 0-4-14-11-15-6-90-4-14-11-15.00 12 Plate Offsets (X,Y)-- [14:0-2-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.98 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.66 0.13 (loc) 13-15 13-15 9 l/defl >999 >623 n/a L/d 240 180 n/a PLATES MT20 Weight: 177 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 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=135(LC 11) Max Uplift 2=-483(LC 12), 9=-483(LC 12) 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=-2675/1035, 3-4=-2265/940, 4-5=-2059/900, 5-6=-2280/993, 6-7=-2488/1081, 7-8=-2391/979, 8-9=-2671/1093 BOT CHORD 2-16=-872/2386, 15-16=-872/2386, 13-15=-834/2333, 11-13=-646/1924, 9-11=-934/2409 WEBS 3-15=-413/240, 4-15=-199/636, 5-15=-379/210, 6-13=-1038/458, 7-13=-498/1298, 7-11=-136/410, 8-11=-360/263 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 22-6-0, Exterior(2R) 22-6-0 to 25-6-0, Interior(1) 25-6-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=483, 9=483. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22666193 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:08:59 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-2AHMKXhKFcjLKhs?UY9sklWpHBqggas6sDIDX5zq8YY Scale = 1:17.3 1 2 3 4 5 6 7 8 3x4 4x6 3x4 2x4 0-0-10 0-0-10 9-6-6 9-5-13 4-9-3 4-9-3 9-6-6 4-9-3 0-0-41-11-130-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.28 0.07 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: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-5-3, 3=9-5-3, 4=9-5-3 Max Horz 1=-40(LC 10) Max Uplift 1=-48(LC 12), 3=-48(LC 12), 4=-98(LC 12) Max Grav 1=132(LC 21), 3=132(LC 22), 4=338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-9-3, Exterior(2R) 4-9-3 to 7-9-3, Interior(1) 7-9-3 to 8-9-6 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22666194 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:09:00 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-WNrlYsiy0wrCxrRB2Gg5Hz3?ib91P2DG4t2n4Xzq8YX Scale = 1:10.3 1 2 3 2x4 3x6 2x4 0-0-10 0-0-10 5-6-6 5-5-13 2-9-3 2-9-3 5-6-6 2-9-3 0-0-41-1-130-0-45.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 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: 15 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 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-3, 3=5-5-3 Max Horz 1=20(LC 11) Max Uplift 1=-49(LC 12), 3=-49(LC 12) Max Grav 1=149(LC 1), 3=149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss V06 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22666195 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:09:01 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-_ZP7lCjanEz3Z??ObzBKpAcB5?Zt8U7PJXnKc_zq8YW Scale = 1:15.3 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-10-8 5-10-8 0-0-42-5-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.11 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-9-14, 4=5-9-14, 5=5-9-14 Max Horz 1=101(LC 9) Max Uplift 1=-3(LC 13), 4=-30(LC 9), 5=-97(LC 12) Max Grav 1=58(LC 18), 4=84(LC 17), 5=233(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-173/291 NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 5-8-12 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss V07 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22666196 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:09:01 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-_ZP7lCjanEz3Z??ObzBKpAc96?Yv8VTPJXnKc_zq8YW Scale = 1:10.8 1 2 3 2x4 2x4 2x4 3-10-8 3-10-8 0-0-41-7-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.17 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: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-9-14, 3=3-9-14 Max Horz 1=61(LC 9) Max Uplift 1=-34(LC 12), 3=-38(LC 12) Max Grav 1=110(LC 1), 3=111(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. February 1,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0040 Truss V08 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22666197 8.430 s Nov 30 2020 MiTek Industries, Inc. Sat Jan 30 14:09:02 2021 Page 1 Builders FirstSource (Lady Lake, FL), Lady Lake, FL - 34472, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-SlzVzYjDXX5wB9aa9hjZMN8O8PvUtyjYYBXu8Qzq8YV Scale = 1:6.7 1 2 3 2x4 1-10-8 1-10-8 0-0-40-9-65.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-9-14, 2=1-9-14, 3=1-9-14 Max Horz 1=18(LC 12) Max Uplift 1=-10(LC 12), 2=-21(LC 12) Max Grav 1=41(LC 1), 2=30(LC 1), 3=22(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 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. February 1,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths