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HomeMy WebLinkAboutTruss Package6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: WS0011 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 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: 11 Customer Info: K Hovnanian Homes Project Name: WS0011 Model: Ashmere-B Subdivision: Waterstone Address: 5186 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: August 11,2020 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T20992551 CJ1 Date 8/11/202T20992552CJ38/11/203T20992553CJ58/11/204T20992554EJ28/11/205T20992555EJ58/11/206T20992556EJ78/11/207T20992557HJ28/11/208T20992558HJ58/11/209T20992559HJ78/11/2010T20992560T038/11/2011T20992561T048/11/2012T20992562T078/11/2013T20992563T088/11/2014T20992564T098/11/20 No.Seal#Truss Name 15 T20992565 T10 Date 8/11/2016T20992566T118/11/2017T20992567T11A8/11/2018T20992568T128/11/2019T20992569T138/11/2020T20992570T148/11/2021T20992571T158/11/2022T20992572T168/11/2023T20992573T178/11/2024T20992574T188/11/2025T20992575T198/11/2026T20992576T208/11/2027T20992577T218/11/2028T20992578V018/11/20 This item has been electronically signed and sealed by Lee, Julius, 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: WS0011 - 2 of 2 Site Information: Lot/Block: 11 Customer Info: K Hovnanian Homes Project Name: WS0011 Model: Ashmere-B Subdivision: Waterstone Address: 5186 Armina PL., . State: FLCity: Fort Pierce No.Seal#Truss Name 29 T20992579 V02 Date 8/11/2030T20992580V068/11/2031T20992581V078/11/2032T20992582V088/11/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss CJ1 Truss Type Corner Jack Qty 16 Ply 1 Job Reference (optional) T20992551 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:28 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-wxsmVoH3HiioNdkLrq1Xthsbcus2488ZYzfyaNyou9L 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 0-4-10-9-15.00 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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-(6) 1) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 97 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss CJ3 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T20992552 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:29 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-O7Q9i8Ih20qf_nJXOXYmPuOl3IAVpbOincOW6qyou9K 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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-(6) 1) Wind: ASCE 7-10; 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(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 106 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T20992553 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:29 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-O7Q9i8Ih20qf_nJXOXYmPuOc5I6dpbOincOW6qyou9K 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.82 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-(6) 1) Wind: ASCE 7-10; 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(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 116 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss EJ2 Truss Type Jack-Open Structural Gable Qty 10 Ply 1 Job Reference (optional) T20992554 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:30 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-sJ_XwUJJpKzWcxukyF3?y6xx7iXiY2es0G83eGyou9J 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.17 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-(8) 1) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss EJ5 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) T20992555 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:30 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-sJ_XwUJJpKzWcxukyF3?y6xs7iUgY2es0G83eGyou9J 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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-(6) 1) Wind: ASCE 7-10; 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(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3 and 116 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss EJ7 Truss Type Jack-Open Qty 14 Ply 1 Job Reference (optional) T20992556 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:31 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-LWYv7qKyad5ME4TwWyaEVJUzI6nTHUt?FwtdAiyou9I 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >741 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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-(6) 1) Wind: ASCE 7-10; 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(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 130 lb uplift at joint 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss HJ2 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T20992557 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:31 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-LWYv7qKyad5ME4TwWyaEVJU5T6twHUt?FwtdAiyou9I 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.26 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=57(LC 24), 2=194(LC 1), 4=47(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10) 1) Wind: ASCE 7-10; 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) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 81 lb up at 1-4-15, and 71 lb down and 81 lb up at 1-4-15 on top 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, 2-4=-20 Concentrated Loads (lb) Vert: 5=42(F=21, B=21) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T20992558 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:32 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-pi5HLAKaLxDDrE164f5T1X0ANW7T0x78TadAj8you9H 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 FBC2017/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-(8) 1) Wind: ASCE 7-10; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 193 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 85 lb up at 1-4-15, 72 lb down and 85 lb up at 1-4-15, and 72 lb down and 44 lb up at 4-2-15, and 72 lb down and 44 lb up at 4-2-15 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, and 18 lb down at 4-2-15, and 18 lb down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T20992559 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:33 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-HuffYWLC6FL4TOcJdNdiakZQMvTRlK8IiEMjFbyou9G 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.38 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 2-7 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=-723/203 BOT CHORD 2-7=-269/652, 6-7=-269/652 WEBS 3-6=-713/294, 3-7=0/290 NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 4, 237 lb uplift at joint 2 and 101 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 85 lb up at 1-4-15, 72 lb down and 85 lb up at 1-4-15, 72 lb down and 44 lb up at 4-2-15, 72 lb down and 44 lb up at 4-2-15, and 101 lb down and 99 lb up at 7-0-14, and 101 lb down and 99 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T03 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T20992560 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:35 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-DHnQzBNSesboiimhlofAf9ekgj38DFebAYrqKTyou9E 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 FBC2017/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 8-2-4 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=-1176/645, 3-4=-916/520, 4-5=-916/520, 5-6=-1176/645 BOT CHORD 2-8=-489/1037, 6-8=-506/1037 WEBS 4-8=-253/546, 5-8=-302/286, 3-8=-302/286 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-4-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 2 and 285 lb uplift at joint 6. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T04 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T20992561 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:35 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-DHnQzBNSesboiimhlofAf9ej6j34DFabAYrqKTyou9E 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 FBC2017/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 7-10-9 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=-1190/685, 2-3=-924/550, 3-4=-923/533, 4-5=-1184/671 BOT CHORD 1-7=-525/1052, 5-7=-529/1044 WEBS 3-7=-285/555, 4-7=-302/285, 2-7=-312/293 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-4-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 1 and 288 lb uplift at joint 5. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20992562 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:37 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-9gvAOtOiATrWy0w4sDhekaj0sXmph72udsKxOMyou9C 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)-- [2:0-3-0,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.74 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.38 0.13 (loc) 13 13-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-2 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=-2681/1513, 3-4=-2249/1347, 4-5=-2410/1489, 5-6=-2410/1489, 6-7=-2249/1347, 7-8=-2681/1513 BOT CHORD 2-16=-1288/2391, 15-16=-1288/2391, 13-15=-1015/2037, 11-13=-1020/2037, 10-11=-1293/2391, 8-10=-1293/2391 WEBS 3-15=-434/323, 4-15=-135/369, 4-13=-295/574, 5-13=-401/350, 6-13=-295/574, 6-11=-135/369, 7-11=-434/323 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-0-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 8. 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T08 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20992563 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-dsTYbDPLxnzNZ9VGQwCtHoG8Ow4TQZq1sW4Uwoyou9B 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 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.84 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.13 (loc) 12-13 12-13 8 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-6 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=1342(LC 1), 8=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2640/1461, 3-4=-2094/1249, 4-5=-1884/1216, 5-6=-1884/1216, 6-7=-2094/1249, 7-8=-2639/1461 BOT CHORD 2-15=-1230/2349, 13-15=-1230/2349, 12-13=-975/1989, 10-12=-1236/2349, 8-10=-1236/2349 WEBS 3-15=0/252, 3-13=-563/398, 4-13=-269/557, 5-13=-293/185, 5-12=-293/186, 6-12=-269/557, 7-12=-563/398, 7-10=0/252 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-6-0, Interior(1) 17-6-0 to 22-0-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 8. 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T09 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20992564 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-dsTYbDPLxnzNZ9VGQwCtHoG8Cw5LQb91sW4Uwoyou9B 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)-- [2:0-3-0,Edge], [5:0-5-12,0-2-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.79 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.13 (loc) 14 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-2-9 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=-2686/1447, 3-5=-1940/1145, 5-6=-1719/1143, 6-8=-1941/1145, 8-9=-2686/1447 BOT CHORD 2-16=-1226/2398, 14-16=-1226/2398, 13-14=-780/1718, 11-13=-1232/2398, 9-11=-1232/2398 WEBS 3-16=0/327, 3-14=-751/483, 5-14=-144/441, 6-13=-167/442, 8-13=-751/483, 8-11=0/327 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 20-0-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 9. 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T10 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20992565 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-aFaJ0vRbSOD5pTffYLFLMDLXEkkvuQdKJqZb?hyou99 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 24ST1.5x8 STP ST1.5x8 STP 3x4 2x4 3x4 3x8 3x4 3x4 2x4 8-9-9 8-9-9 17-0-0 8-2-7 17-6-0 0-6-0 18-0-0 0-6-0 26-2-7 8-2-7 35-0-0 8-9-9 -1-0-0 1-0-0 6-10-12 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)-- [2:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.91 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.12 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-5 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=1342(LC 1), 12=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1354, 3-5=-2450/1322, 5-6=-1693/1022, 6-7=-1513/982, 7-8=-1513/982, 8-9=-1693/1022, 9-11=-2450/1321, 11-12=-2646/1354 BOT CHORD 2-18=-1138/2362, 16-18=-881/1918, 14-16=-887/1918, 12-14=-1144/2362 WEBS 3-18=-285/260, 5-18=-201/542, 5-16=-595/429, 9-16=-595/429, 9-14=-201/542, 11-14=-285/260, 7-16=-507/977 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2) 17-0-0 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T11 Truss Type Common Qty 5 Ply 1 Job Reference (optional) T20992566 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:42 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-Wdi3RbSr_0Tp2no1fmHpReRsRYQNMKxdn82i3Zyou97 Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 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 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [10:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.91 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.41 0.12 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=185(LC 11) 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=-2645/1304, 3-5=-2449/1271, 5-6=-1691/977, 6-7=-1691/977, 7-9=-2449/1271, 9-10=-2645/1304 BOT CHORD 2-16=-1078/2360, 14-16=-820/1922, 12-14=-836/1922, 10-12=-1094/2360 WEBS 6-14=-502/994, 7-14=-606/409, 7-12=-200/538, 9-12=-282/257, 5-14=-606/409, 5-16=-201/538, 3-16=-282/256 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 2 and 483 lb uplift at joint 10. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T11A Truss Type Common Qty 1 Ply 1 Job Reference (optional) T20992567 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:43 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-_pGRewTTlJbfgxNEDTo2_rz5Txma5hAm?onFc0you96 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 4x6 3x8 3x4 3x4 2x4 3x4 2x4 3x6 3x6 5x6 10x12 8x14 MT20HS 2x4 5x6 4x12 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)-- [2:0-6-5,0-1-3], [3:0-7-0,0-1-8], [6:0-0-0,0-1-12], [6:0-5-4,0-3-0], [12:0-0-10,Edge], [18:0-4-8,0-5-0], [19:0-4-8,0-1-8], [21:0-3-8,0-4-4], [22:0-5-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.91 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.73 0.36 (loc) 20 20 12 l/defl >999 >566 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* 12-15,15-20: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-17: 2x6 SP M 26, 4-23,3-22: 2x4 SP No.1, 3-24: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-3 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=1340(LC 1), 12=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2683/1307, 3-4=-7304/3428, 4-5=-4842/2314, 5-7=-3270/1625, 7-8=-3170/1695, 8-9=-1690/982, 9-11=-2434/1246, 11-12=-2656/1326 BOT CHORD 2-24=-1104/2413, 23-24=-1103/2411, 17-20=-223/470, 16-17=-292/647, 14-16=-841/1924, 12-14=-1123/2389, 21-22=-3312/7408, 19-21=-1952/4495, 18-19=-1952/4495 WEBS 8-16=-149/341, 9-16=-617/411, 9-14=-164/510, 11-14=-294/266, 22-23=-1038/2279, 4-22=-997/2220, 5-18=-1868/886, 3-23=-2970/1358, 16-18=-277/916, 8-18=-936/1883, 19-20=-470/990, 3-22=-2820/6324, 5-21=-656/1473, 4-21=-3090/1441, 18-20=-1040/494 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-6-0, Exterior(2) 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) All plates are MT20 plates unless otherwise indicated. 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 484 lb uplift at joint 2 and 483 lb uplift at joint 12. 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T20992568 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:45 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-wCOC3cUkHxrNvEXcKuqW3G3JalSdZji3T6GMguyou94 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 4x6 3x6 9-0-0 9-0-0 17-6-0 8-6-0 26-0-0 8-6-0 35-0-0 9-0-0 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 13-4-12 4-4-12 21-7-4 8-2-8 26-0-0 4-4-12 29-3-5 3-3-5 35-0-0 5-8-11 36-0-0 1-0-0 0-4-14-1-10-4-14-1-15.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-3-0,Edge], [10:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.94 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.47 0.14 (loc) 14 14-16 10 l/defl >999 >881 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-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=-2646/1553, 3-4=-2418/1413, 4-5=-2219/1355, 5-7=-2828/1653, 7-8=-2219/1355, 8-9=-2418/1413, 9-10=-2646/1553 BOT CHORD 2-16=-1329/2377, 14-16=-1443/2743, 12-14=-1449/2743, 10-12=-1335/2377 WEBS 3-16=-235/278, 4-16=-400/781, 5-16=-772/500, 7-12=-772/500, 8-12=-400/781, 9-12=-235/278 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-4-12, Interior(1) 13-4-12 to 26-0-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T13 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T20992569 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:49 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-pzdiv_YEL9MpOsrNZkvSD6D1UMsXVVLfOkEZpfyou90 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 FBC2017/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-(10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T13 Truss Type HIP GIRDER Qty 1 Ply 2 Job Reference (optional) T20992569 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:49 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-pzdiv_YEL9MpOsrNZkvSD6D1UMsXVVLfOkEZpfyou90 NOTES-(10) 9) 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, 113 lb down and 118 lb up at 9-0-12, 113 lb down and 118 lb up at 11-0-12, 113 lb down and 118 lb up at 13-0-12, 113 lb down and 118 lb up at 15-0-12, 113 lb down and 118 lb up at 17-0-12, 113 lb down and 118 lb up at 17-11-4, 113 lb down and 118 lb up at 19-11-4, 113 lb down and 118 lb up at 21-11-4, 113 lb down and 118 lb up at 23-11-4, and 113 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. 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, 3-8=-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 WS0011 Truss T14 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T20992570 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:50 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-HAB56KYs6TUg??Qa7RQhmKmIVmHHE31ocO_7L6you9? 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 FBC2017/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 23) 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-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 2 and 264 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 97 lb up at 5-0-0, and 201 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T15 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) T20992571 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-lMlTKfZUtncXd9_mh9xwIXJTiAe4zWGxr2jguYyou9_ 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.37 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=-636/377, 3-4=-636/377 BOT CHORD 2-6=-219/523, 4-6=-219/523 WEBS 3-6=-2/264 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 205 lb uplift at joint 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T16 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20992572 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:53 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-hltDlLblPOsFsT89oa_OOyOruzIYROtEILDnxRyou8y Scale = 1:34.5 1 2 3 4 6 9 10 11 12 5 7 8 17 16 15 14 13 28 29 30 31 32 33 34 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 8x10 3x4 5x8 5x8 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 0-4-11-2-14-2-110-4-11-2-15.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0], [7:0-5-0,0-2-8], [10:0-3-4,0-2-0], [15:0-4-0,0-3-0], [18:0-1-13,0-1-0], [25:0-1-13,0-1-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.42 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.04 (loc) 16 16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 244/190 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 4-8-13 oc purlins. Except: 1 Row at midpt 3-10 BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing. REACTIONS. (size)2=0-8-0, 11=0-8-0 Max Horz 2=103(LC 31) Max Uplift 2=-329(LC 8), 11=-348(LC 8) Max Grav 2=861(LC 1), 11=835(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1535/462, 3-4=-1280/456, 4-6=-1020/341, 6-9=-1020/341, 9-10=-1280/456, 10-11=-1487/491, 3-5=-360/48, 8-10=-338/64 BOT CHORD 2-17=-364/1341, 16-17=-370/1337, 15-16=-377/1454, 14-15=-393/1432, 13-14=-401/1297, 11-13=-394/1301 WEBS 6-7=-161/583, 7-9=-285/183, 4-7=-288/183, 7-15=0/398, 5-15=-481/12, 8-15=-459/29 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2 and 348 lb uplift at joint 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 121 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. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T16 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20992572 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:53 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-hltDlLblPOsFsT89oa_OOyOruzIYROtEILDnxRyou8y LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-10=-54, 10-12=-54, 2-11=-20, 3-10=-18(F) Concentrated Loads (lb) Vert: 28=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 WS0011 Truss T17 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20992573 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:54 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-AxQbyhbN9h_6UdjLMHVdwAxynNX3Af0OX?yKUtyou8x Scale = 1:45.7 1 2 3 5 7 8 9 10 4 6 14 13 12 11 22 23 24 25 3x4 3x4 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x8 3x4 5x8 3x4 3x4 7x10 1-4-11 1-4-11 6-0-0 4-7-5 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 0-7-65-6-90-4-11-2-15.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-0-11], [1:0-11-6,0-1-8], [2:0-2-12,0-2-8], [4:0-5-0,0-2-0], [7:0-3-0,0-0-5], [9:0-0-14,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.85 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.32 0.02 (loc) 9-11 9-11 9 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 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 1-6-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 4 REACTIONS. (size)1=0-8-0, 13=0-8-0, 9=0-8-0 Max Horz 1=-134(LC 6) Max Uplift 1=-63(LC 8), 13=-436(LC 8), 9=-269(LC 25) Max Grav 1=261(LC 17), 13=1298(LC 1), 9=681(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-487/115, 2-3=-120/299, 3-5=-98/331, 5-7=-14/336, 7-8=-745/276, 8-9=-1020/357, 2-4=-563/241 BOT CHORD 1-14=-70/413, 11-13=-6/370, 9-11=-243/895 WEBS 6-13=-335/208, 5-6=-317/203, 7-13=-850/250, 7-11=-119/556, 8-11=-377/239, 4-13=-435/198 NOTES-(13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1, 436 lb uplift at joint 13 and 269 lb uplift at joint 9. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) 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. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T17 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20992573 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:55 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-e7__91c?w?6y6nIXw?0sTNT7XntIv6GXmfiu0Jyou8w 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, 7-10=-54, 1-13=-65(F=-45), 9-13=-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 WS0011 Truss T18 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T20992574 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:55 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-e7__91c?w?6y6nIXw?0sTNT5UnvovJ4Xmfiu0Jyou8w 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 FBC2017/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 2-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-7 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=-1692/941, 3-4=-1415/796, 4-5=-1457/792, 5-6=-1751/951 BOT CHORD 1-10=-753/1494, 8-10=-408/1032, 6-8=-794/1569 WEBS 3-10=-345/318, 4-10=-162/406, 4-8=-186/464, 5-8=-384/348 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-10-0, Exterior(2) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 288 lb uplift at joint 1 and 360 lb uplift at joint 6. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T19 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20992575 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:56 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-6KYMNNddhJEpkwtjUiX5?b0D5BEAeanh?JRRYlyou8v 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 3x6 3x4 2x4 3x6 3x4 5x8 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.81 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.25 0.04 (loc) 10-12 8-10 8 l/defl >999 >850 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 23) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-355(LC 8), 13=-140(LC 29), 8=-287(LC 25), 12=-619(LC 8) Max Grav All reactions 250 lb or less at joint(s) 13, 14 except 2=865(LC 17), 8=641(LC 14), 12=1706(LC 1) 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=-756/338, 7-8=-989/400 BOT CHORD 2-15=-389/1273, 14-15=-186/625, 13-14=-186/625, 12-13=-186/625, 10-12=-50/323, 8-10=-282/852 WEBS 4-15=-243/792, 4-12=-1433/612, 6-12=-1184/389, 6-10=-136/595, 7-10=-364/233 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=355, 13=140, 8=287, 12=619. 7) 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. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-9=-54, 2-8=-20 Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T19 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T20992575 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:56 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-6KYMNNddhJEpkwtjUiX5?b0D5BEAeanh?JRRYlyou8v LOAD CASE(S) Standard 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 WS0011 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20992576 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:58 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-2ig6o3ftDwUXzE16b7ZZ505aJ_v16WFzSdwYdeyou8t 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 5x6 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 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [9:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.78 0.79 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 5-3-7 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=-2661/1488, 3-4=-2432/1368, 4-5=-2233/1314, 5-6=-2872/1645, 6-7=-3195/1866, 7-8=-2397/1323, 8-9=-2676/1461 BOT CHORD 2-15=-1284/2378, 13-15=-1426/2750, 11-13=-888/1909, 9-11=-1259/2413 WEBS 4-15=-335/729, 5-15=-657/453, 5-13=-10/252, 6-13=-1399/891, 7-13=-1021/1781, 7-11=-178/446, 8-11=-362/335 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 22-6-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=483, 9=483. 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss T21 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20992577 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-WuEU?PfW_EcObOcI9q4odDempOCFr257hHg594you8s 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)-- [2:0-3-0,Edge], [9:0-0-6,Edge], [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 FBC2017/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=-2675/1431, 3-4=-2265/1272, 4-5=-2059/1230, 5-6=-2280/1346, 6-7=-2488/1467, 7-8=-2391/1321, 8-9=-2671/1471 BOT CHORD 2-16=-1214/2386, 15-16=-1214/2386, 13-15=-1153/2333, 11-13=-898/1924, 9-11=-1268/2409 WEBS 3-15=-413/305, 4-15=-290/636, 5-15=-379/296, 6-13=-1038/643, 7-13=-720/1298, 7-11=-183/410, 8-11=-360/330 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 22-6-0, Exterior(2) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=483, 9=483. 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20992578 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:57:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-WuEU?PfW_EcObOcI9q4odDeslONPr8n7hHg594you8s Scale = 1:17.3 1 2 3 4 5 6 7 8 2x4 4x6 2x4 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.26 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-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-9-3, Exterior(2) 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) 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, 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20992579 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:58:00 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-_5otDkg8lXkFCYAVjYc1ARA21oiRac3GvxPfhXyou8r 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.20 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-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss V06 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20992580 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:58:02 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-xTvdeQiOH9?zSrKtqzeVFsGObcSW2V8ZNFummPyou8p Scale: 3/4"=1' 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.20 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=-170/306 NOTES-(6) 1) Wind: ASCE 7-10; 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(2) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code."This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss V07 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20992581 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:58:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-PgT?rmi02S7q3?v4Og9ko3oXE?nnnzojcveJIryou8o 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.33 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-(6) 1) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0011 Truss V08 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T20992582 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 14:58:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:4GhaGqypKgFgB4NGMoMvhfyqz2T-PgT?rmi02S7q3?v4Og9ko3ocm?p7nzojcveJIryou8o 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 FBC2017/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-(7) 1) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. August 11,2020 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