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HomeMy WebLinkAboutTruss Package6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 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 1 This package includes 33 individual, dated 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 August 11, 2020 Lee, Julius This item has been electronically signed and sealed by Lee, Julius 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 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. WS0048 2433740 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. Site Information: Lot/Block: 48Customer: K Hovnanian Homes Project Name: WS0048 Subdivision: WaterstoneAddress: 5177 Armina PL., . State: FLCity: Fort Pierce Model: Lelia-A Florida COA: 6634 No. Seal# Truss Name Date 1 T20990877 CJ1 8/11/2020 2 T20990878 CJ3 8/11/2020 3 T20990879 CJ3A 8/11/2020 4 T20990880 CJ5 8/11/2020 5 T20990881 CJ5A 8/11/2020 6 T20990882 EJ7 8/11/2020 7 T20990883 HJ5 8/11/2020 8 T20990884 HJ7 8/11/2020 9 T20990885 T01 8/11/2020 10 T20990886 T02 8/11/2020 11 T20990887 T03 8/11/2020 12 T20990888 T04 8/11/2020 13 T20990889 T05 8/11/2020 14 T20990890 T06 8/11/2020 15 T20990891 T07 8/11/2020 16 T20990892 T08 8/11/2020 17 T20990893 T09 8/11/2020 18 T20990894 T10 8/11/2020 19 T20990895 T11 8/11/2020 20 T20990896 T12 8/11/2020 No. Seal# Truss Name Date 21 T20990897 T13 8/11/2020 22 T20990898 T14 8/11/2020 23 T20990899 T14A 8/11/2020 24 T20990900 T15 8/11/2020 25 T20990901 T16 8/11/2020 26 T20990902 T17 8/11/2020 27 T20990903 T18 8/11/2020 28 T20990904 T19 8/11/2020 29 T20990905 T20 8/11/2020 30 T20990906 V01 8/11/2020 31 T20990907 V02 8/11/2020 32 T20990908 V03 8/11/2020 33 T20990909 V04 8/11/2020 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 WS0048 Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 2433740 Job Reference (optional) T20990877 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:06:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-UGhUGpbmSLPb0j58DtK2ZmolXiOAO23qD7MhO6yovmw Scale = 1:6.5 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0- 4 - 1 0- 9 - 1 0- 4 - 1 0 0- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by 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 WS0048 Truss CJ3 Truss Type Corner Jack Qty 11 Ply 1 2433740 Job Reference (optional) T20990878 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:00 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ySFsT9cODeXSetgLnbsH6zLu_6id7VJzSn5ExYyovmv Scale = 1:10.8 1 2 5 3 4 2x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 100 lb uplift at joint(s) 3 except (jt=lb) 2=106. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by 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 WS0048 Truss CJ3A Truss Type Corner Jack Qty 1 Ply 1 2433740 Job Reference (optional) T20990879 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:00 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ySFsT9cODeXSetgLnbsH6zLt16i97VJzSn5ExYyovmv Scale = 1:10.8 1 2 3 2x4 3-0-0 3-0-0 3-0-0 3-0-0 0- 4 - 1 1- 7 - 1 1- 2 - 1 0 1- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.31 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=49(LC 12) Max Uplift 1=-24(LC 12), 2=-54(LC 12) Max Grav 1=106(LC 1), 2=78(LC 1), 3=58(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 100 lb uplift at joint(s) 1, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ADEQUATE SUPPORT REQUIRED 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 WS0048 Truss CJ5 Truss Type Corner Jack Qty 9 Ply 1 2433740 Job Reference (optional) T20990880 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:01 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ReoEhVd0_yfIF1FXLINWeBu?1W0osyZ7gRroT_yovmu Scale = 1:15.8 1 2 5 6 3 4 2x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 100 lb uplift at joint(s) 3 except (jt=lb) 2=116. 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 WS0048 Truss CJ5A Truss Type Corner Jack Qty 1 Ply 1 2433740 Job Reference (optional) T20990881 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-N1w?6BeHWZv0VKPwSjP_jczKDKikKs2Q8kKvYtyovms Scale = 1:14.9 1 4 5 2 3 2x4 5-0-0 5-0-0 5-0-0 5-0-0 0- 4 - 1 2- 5 - 1 2- 0 - 1 0 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 -0.00 (loc) 1-3 1-3 2 l/defl >999 >863 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=81(LC 12) Max Uplift 1=-42(LC 12), 2=-91(LC 12) Max Grav 1=180(LC 1), 2=132(LC 1), 3=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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." ADEQUATE SUPPORT REQUIRED 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 WS0048 Truss EJ7 Truss Type Jack-Open Qty 19 Ply 1 2433740 Job Reference (optional) T20990882 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-N1w?6BeHWZv0VKPwSjP_jczHzKfqKs2Q8kKvYtyovms Scale = 1:19.8 1 2 5 6 3 43x4 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0- 4 - 1 3- 3 - 1 2- 1 0 - 1 0 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.48 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.18 -0.00 (loc) 2-4 2-4 3 l/defl >741 >431 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=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 100 lb uplift at joint(s) except (jt=lb) 3=103, 2=130. 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 WS0048 Truss HJ5 Truss Type Roof Special Girder Qty 1 Ply 1 2433740 Job Reference (optional) T20990883 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:04 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-rDUNJXfvHt1t6U_60RwDGpVTQjzQ3JpZNO4S4Jyovmr Scale = 1:16.4 1 2 3 4 6 5 7 8 9 10 3x4 2x4 2x4 6-9-6 6-9-6 7-0-14 0-3-8 -1-5-0 1-5-0 6-9-6 6-9-6 7-0-14 0-3-8 0- 3 - 1 3 2- 4 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.52 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.00 (loc) 2-6 2-6 l/defl >910 >438 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=1-5-0, 6=0-5-5 Max Horz 2=104(LC 8) Max Uplift 2=-94(LC 8), 6=-78(LC 8) Max Grav 2=301(LC 1), 6=243(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 60 lb up at 1-5-12, 36 lb down and 60 lb up at 1-5-12, and 43 lb up at 4-3-11, and 43 lb up at 4-3-11 on top chord, and at 1-5-12, at 1-5-12, and at 4-3-11, and at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-14, 2-5=-20 Concentrated Loads (lb) Vert: 7=44(F=22, B=22) This item has been electronically signed and sealed by 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 WS0048 Truss HJ7 Truss Type Diagonal Hip Girder Qty 5 Ply 1 2433740 Job Reference (optional) T20990884 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:05 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-JQ2lWtgX2B9kkeZIa8RSp12k17LooiJjb2p?cmyovmq Scale = 1:20.6 1 2 3 7 6 8 9 10 4 11 12 13 52x4 3x4 3x4 2x4 5-8-1 5-8-1 9-10-1 4-1-15 -1-5-0 1-5-0 5-8-1 5-8-1 9-10-1 4-1-15 0- 4 - 1 3- 2 - 1 3 3.54 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.38 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=135(LC 8) Max Uplift 4=-79(LC 8), 2=-155(LC 8), 5=-96(LC 8) Max Grav 4=104(LC 1), 2=445(LC 1), 5=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/198 BOT CHORD 2-7=-250/652, 6-7=-250/652 WEBS 3-6=-713/274, 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 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=155. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 59 lb up at 1-4-15, 41 lb down and 59 lb up at 1-4-15, 43 lb up at 4-2-15, 43 lb up at 4-2-15, and 38 lb down and 100 lb up at 7-0-14, and 38 lb down and 100 lb up at 7-0-14 on top chord, and at 1-4-15, at 1-4-15, at 4-2-15, at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 WS0048 Truss T01 Truss Type Hip Girder Qty 1 Ply 1 2433740 Job Reference (optional) T20990885 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:06 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ncc7kCg9pUHbMo8V7ryiLEbk4XZQXAxsqiZZ8Cyovmp Scale: 3/8"=1' 1 2 3 4 5 7 6 8 9 10 11 12 3x6 ST1.5x8 STP 5x6 5x6 3x4 5x6 3x6 7-0-0 7-0-0 11-8-0 4-8-0 18-8-0 7-0-0 7-0-0 7-0-0 11-8-0 4-8-0 18-8-0 7-0-0 19-8-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-14,0-0-2], [2:0-3-0,0-2-4], [3:0-3-0,0-2-4], [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.94 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.12 -0.21 0.07 (loc) 1-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 2-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. REACTIONS. (size)1=Mechanical, 4=0-8-0 Max Horz 1=-79(LC 6) Max Uplift 1=-532(LC 8), 4=-631(LC 8) Max Grav 1=1283(LC 1), 4=1385(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2788/1184, 2-3=-2443/1148, 3-4=-2773/1209 BOT CHORD 1-7=-999/2500, 6-7=-995/2469, 4-6=-1014/2470 WEBS 2-7=-77/647, 3-6=-67/651 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=532, 4=631. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 lb down and 125 lb up at 9-0-12, and 105 lb down and 125 lb up at 9-7-4, and 180 lb down and 215 lb up at 11-8-0 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, and 81 lb down at 9-7-4, and 340 lb down and 146 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 3-5=-54, 1-4=-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 WS0048 Truss T01 Truss Type Hip Girder Qty 1 Ply 1 2433740 Job Reference (optional) T20990885 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:06 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ncc7kCg9pUHbMo8V7ryiLEbk4XZQXAxsqiZZ8Cyovmp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-133(F) 7=-340(F) 6=-340(F) 2=-105(F) 9=-105(F) 10=-105(F) 11=-58(F) 12=-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 WS0048 Truss T02 Truss Type Jack-Open Girder Qty 1 Ply 1 2433740 Job Reference (optional) T20990886 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:06 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-ncc7kCg9pUHbMo8V7ryiLEbn7XcJXD5sqiZZ8Cyovmp Scale = 1:21.0 1 2 3 5 467 3x4 ST1.5x8 STP 2x4 2x4 2x4 2x4 5-0-12 5-0-12 7-0-0 1-11-4 5-0-12 5-0-12 7-0-0 1-11-4 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-4-5,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.75 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.30 0.00 (loc) 1-5 1-5 l/defl >441 >264 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. REACTIONS. (size)1=0-8-0, 4=Mechanical Max Horz 1=108(LC 8) Max Uplift 1=-266(LC 8), 4=-516(LC 8) Max Grav 1=764(LC 1), 4=1253(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 100 lb uplift at joint(s) except (jt=lb) 1=266, 4=516. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 50 lb up at 1-1-1, and 160 lb down and 71 lb up at 3-1-1, and 1288 lb down and 546 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1288(F) 6=-86(F) 7=-160(F) This item has been electronically signed and sealed by 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 WS0048 Truss T03 Truss Type Roof Special Girder Qty 1 Ply 1 2433740 Job Reference (optional) T20990887 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:08 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-j?ku9uiPL6XJb5HtFG?AQfgAALL6?va9H02fD4yovmn Scale = 1:57.1 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 18 19 20 21 4x10 MT20HS ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x12 MT20HS 4x6 2x4 8x14 MT20HS 6x8 2x4 5x6 3x6 5x8 7-0-0 7-0-0 11-11-14 4-11-14 15-4-13 3-5-0 18-8-0 3-3-3 20-8-0 2-0-0 21-0-0 0-4-0 21-4-0 0-4-0 30-4-0 9-0-0 -1-0-0 1-0-0 4-3-7 4-3-7 7-0-0 2-8-9 11-11-14 4-11-14 15-4-13 3-5-0 18-8-0 3-3-3 20-8-0 2-0-0 21-0-0 0-4-0 21-4-0 0-4-0 24-5-13 3-1-13 30-4-0 5-10-3 31-4-0 1-0-0 0- 4 - 1 3- 3 - 1 4- 1 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-6-0,0-1-12], [6:0-4-8,0-2-12], [9:0-4-1,0-0-3], [12:0-7-0,0-4-8], [13:0-4-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.54 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.57 0.11 (loc) 12-13 12-13 9 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 169 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-7,7-10: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-9 oc bracing. WEBS 1 Row at midpt 4-14 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-103(LC 6) Max Uplift 2=-1010(LC 8), 9=-724(LC 8) Max Grav 2=2497(LC 1), 9=1847(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5624/2190, 3-4=-5182/2080, 4-5=-6193/2446, 5-6=-6193/2445, 6-7=-3682/1420, 7-8=-3715/1418, 8-9=-3946/1496 BOT CHORD 2-14=-1914/5095, 13-14=-2677/6998, 12-13=-2677/6998, 11-12=-1931/5291, 9-11=-1289/3565 WEBS 3-14=-549/1708, 6-12=-501/1285, 6-11=-3012/1232, 8-11=-272/160, 4-12=-1132/724, 7-11=-994/2642, 4-13=-484/1367, 4-14=-2113/855 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1010, 9=724. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 125 lb up at 7-0-0, and 145 lb down and 125 lb up at 9-0-12, and 145 lb down and 125 lb up at 11-0-12 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, and 81 lb down at 11-0-12, and 1233 lb down and 555 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by 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 WS0048 Truss T03 Truss Type Roof Special Girder Qty 1 Ply 1 2433740 Job Reference (optional) T20990887 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:08 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-j?ku9uiPL6XJb5HtFG?AQfgAALL6?va9H02fD4yovmn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-105(F) 14=-340(F) 15=-105(F) 16=-105(F) 19=-58(F) 20=-58(F) 21=-1233(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0048 Truss T04 Truss Type Roof Special Qty 1 Ply 1 2433740 Job Reference (optional) T20990888 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:09 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-CBHGMEj25PfADFs3p_WPztDNykcikV4IWgnDlXyovmm Scale = 1:55.0 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x4 2x4 5x8 2x4 3x6 3x4 2x4 9-0-0 9-0-0 15-2-0 6-2-0 20-8-0 5-6-0 21-4-0 0-8-0 30-4-0 9-0-0 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 15-2-0 6-2-0 20-8-0 5-6-0 21-0-0 0-4-0 21-4-0 0-4-0 24-7-6 3-3-6 30-4-0 5-8-10 31-4-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [7:0-0-0,0-0-0], [8:0-0-10,Edge], [11:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.83 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.38 0.09 (loc) 2-12 2-12 8 l/defl >999 >948 n/a L/d 240 180 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-9 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=100(LC 11) Max Uplift 2=-427(LC 12), 8=-427(LC 12) Max Grav 2=1170(LC 1), 8=1170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2221/1267, 3-4=-1995/1147, 4-5=-2192/1323, 5-6=-2192/1323, 6-7=-1995/1147, 7-8=-2221/1267 BOT CHORD 2-12=-1057/1990, 11-12=-861/1814, 10-11=-877/1814, 8-10=-1074/1990 WEBS 4-12=-90/378, 4-11=-303/542, 5-11=-380/326, 6-11=-303/542, 6-10=-90/377 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 12-0-0 to 21-4-0, Exterior(2) 21-4-0 to 24-4-0, Interior(1) 24-4-0 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=427, 8=427. 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 WS0048 Truss T05 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990889 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:11 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-8aP0nwkId1vuSZ0SwPYt2IIiaYKJCQ2b__GKqPyovmk Scale = 1:54.8 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 4x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 3x6 6-6-5 6-6-5 11-0-0 4-5-11 19-4-0 8-4-0 23-9-11 4-5-11 30-4-0 6-6-5 6-6-5 6-6-5 11-0-0 4-5-11 15-2-0 4-2-0 19-4-0 4-2-0 23-9-11 4-5-11 30-4-0 6-6-5 31-4-0 1-0-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-14,Edge], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.70 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.36 0.09 (loc) 10-12 10-12 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing. REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-119(LC 10) Max Uplift 1=-357(LC 12), 7=-428(LC 12) Max Grav 1=1096(LC 1), 7=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2277/1298, 2-3=-1829/1110, 3-4=-1650/1079, 4-5=-1648/1089, 5-6=-1826/1120, 6-7=-2262/1300 BOT CHORD 1-13=-1093/2024, 12-13=-1093/2024, 10-12=-893/1755, 9-10=-1099/2009, 7-9=-1099/2009 WEBS 2-12=-461/354, 3-12=-251/486, 4-12=-267/177, 4-10=-269/183, 5-10=-235/484, 6-10=-446/343 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 11-0-0, Exterior(2) 11-0-0 to 15-2-0, Interior(1) 15-2-0 to 19-4-0, Exterior(2) 19-4-0 to 23-9-11, Interior(1) 23-9-11 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=357, 7=428. 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 WS0048 Truss T06 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990890 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-cmzP_GlwOK1l4jbeU636bVrqdyeAxpxkCe0tMsyovmj Scale = 1:54.8 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 7-7-12 7-7-12 13-0-0 5-4-4 17-4-0 4-4-0 22-8-4 5-4-4 30-4-0 7-7-12 7-7-12 7-7-12 13-0-0 5-4-4 17-4-0 4-4-0 22-8-4 5-4-4 30-4-0 7-7-12 31-4-0 1-0-0 0- 4 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-0-14,0-0-2], [3:0-5-12,0-2-8], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.78 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 0.09 (loc) 9-11 1-12 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. REACTIONS. (size)1=0-8-0, 6=0-8-0 Max Horz 1=-139(LC 10) Max Uplift 1=-357(LC 12), 6=-428(LC 12) Max Grav 1=1096(LC 1), 6=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2235/1235, 2-3=-1651/1023, 3-4=-1470/1012, 4-5=-1651/1031, 5-6=-2223/1239 BOT CHORD 1-12=-1024/1980, 11-12=-1024/1980, 9-11=-679/1470, 8-9=-1033/1967, 6-8=-1033/1967 WEBS 2-12=0/292, 2-11=-610/405, 3-11=-173/390, 4-9=-185/390, 5-9=-596/395, 5-8=0/290 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 13-0-0, Exterior(2) 13-0-0 to 21-6-15, Interior(1) 21-6-15 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=357, 6=428. 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 WS0048 Truss T07 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990891 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:13 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-4yXnCcmY9e9citAr2paL7jNx0LybgCauRIlQuIyovmi Scale = 1:53.8 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x4 2x4 5x8 3x4 2x4 3x6 8-9-6 8-9-6 15-0-0 6-2-10 15-2-0 0-2-0 15-4-0 0-2-0 21-6-10 6-2-10 30-4-0 8-9-6 8-9-6 8-9-6 15-0-0 6-2-10 15-2-0 0-2-0 15-4-0 0-2-0 21-6-10 6-2-10 30-4-0 8-9-6 31-4-0 1-0-0 0- 4 - 1 6- 7 - 1 4 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [7:0-3-0,Edge], [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.90 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.18 -0.38 0.09 (loc) 1-11 1-11 7 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. REACTIONS. (size)1=0-8-0, 7=0-8-0 Max Horz 1=-160(LC 10) Max Uplift 1=-357(LC 12), 7=-428(LC 12) Max Grav 1=1096(LC 1), 7=1171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2179/1136, 2-4=-1482/889, 4-6=-1481/876, 6-7=-2170/1119 BOT CHORD 1-11=-901/1922, 10-11=-901/1922, 9-10=-912/1912, 7-9=-912/1912 WEBS 2-11=0/338, 2-10=-742/477, 6-10=-731/472, 6-9=0/337, 4-10=-411/812 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 15-2-0, Exterior(2) 15-2-0 to 19-4-15, Interior(1) 19-4-15 to 31-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=357, 7=428. 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 WS0048 Truss T08 Truss Type Roof Special Qty 1 Ply 1 2433740 Job Reference (optional) T20990892 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:15 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-0LfXdHnohFQJxAKD9EdpD8TMi9jn84DBucEXzAyovmg Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 5x12 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 3x6 3x6 3x6 3x6 4x12 3x4 3x4 5x6 3x4 3x6 2x4 5-0-0 5-0-0 9-8-0 4-8-0 16-3-11 6-7-11 23-4-5 7-0-11 29-9-13 6-5-8 35-0-0 5-2-3 -1-0-0 1-0-0 5-0-0 5-0-0 9-8-0 4-8-0 12-2-8 2-6-9 19-10-0 7-7-8 27-5-8 7-7-8 35-0-0 7-6-8 36-0-0 1-0-0 0- 4 - 1 2- 5 - 1 6- 7 - 1 4 0- 4 - 1 2- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-10-4,0-2-12], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.60 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.27 0.04 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. REACTIONS. (size)2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-305(LC 18), 16=-606(LC 12), 9=-398(LC 12) Max Grav 2=38(LC 12), 16=1912(LC 1), 9=1074(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-620/1308, 3-4=-836/494, 4-5=-924/559, 5-6=-1364/782, 6-8=-1517/850, 8-9=-2079/1003 BOT CHORD 2-16=-1142/650, 15-16=-1264/718, 13-15=-587/1253, 12-13=-393/1068, 11-12=-833/1731, 9-11=-823/1839 WEBS 3-16=-1783/986, 3-15=-1180/2320, 4-15=-446/302, 5-15=-598/359, 6-13=-102/308, 6-12=-237/573, 8-12=-539/411, 8-11=0/304 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 5-0-0, Exterior(2) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 19-10-0, Exterior(2) 19-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=305, 16=606, 9=398. 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 WS0048 Truss T09 Truss Type Roof Special Qty 1 Ply 1 2433740 Job Reference (optional) T20990893 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:16 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-UXCvqdoRSZYAZKvQjy82lL?T?Z3ktbkK7G_5Vdyovmf Scale = 1:64.8 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 5x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 4x6 3x6 3x4 5x8 3x6 3x6 3x4 5x6 3x4 2x4 5-0-0 5-0-0 7-0-0 2-0-0 11-8-0 4-8-0 16-3-11 4-7-11 19-10-0 3-6-5 23-4-5 3-6-5 29-9-12 6-5-7 35-0-0 5-2-4 -1-0-0 1-0-0 7-0-0 7-0-0 11-8-0 4-8-0 12-2-10 0-6-10 16-3-11 4-1-1 19-10-0 3-6-5 27-5-7 7-7-7 29-9-12 2-4-5 35-0-0 5-2-4 36-0-0 1-0-0 0- 4 - 1 3- 3 - 1 6- 7 - 1 4 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [3:0-3-0,0-2-4], [11:0-3-0,0-3-0], [13:0-2-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.62 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.28 0.05 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-4 oc bracing. REACTIONS. (size)2=0-8-0, 14=0-8-0, 8=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-247(LC 18), 14=-557(LC 12), 8=-409(LC 12) Max Grav 2=7(LC 9), 14=1807(LC 1), 8=1103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-589/1240, 3-4=-1435/873, 4-5=-1453/839, 5-7=-1590/902, 7-8=-2145/1052 BOT CHORD 2-14=-1071/636, 12-13=-690/1435, 11-12=-445/1137, 10-11=-876/1792, 8-10=-866/1899 WEBS 3-14=-1985/1124, 4-13=-769/480, 5-12=-120/326, 4-12=-303/243, 5-11=-230/575, 7-11=-535/404, 7-10=0/298, 3-13=-806/1602 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 7-0-0, Exterior(2) 7-0-0 to 10-0-0, Interior(1) 10-0-0 to 19-10-0, Exterior(2) 19-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=247, 14=557, 8=409. 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 WS0048 Truss T10 Truss Type Roof Special Qty 1 Ply 1 2433740 Job Reference (optional) T20990894 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:18 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-RwKgFJqh_Aouoe2oqNAWqm5pbMhtLTOdbaTBZVyovmd Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 3x6 5x8 3x6 3x6 5x6 3x4 2x4 3x4 3x6 5-0-0 5-0-0 9-0-0 4-0-0 13-8-0 4-8-0 16-3-11 2-7-11 19-10-0 3-6-5 23-4-5 3-6-5 27-1-2 3-8-13 29-4-11 2-3-9 35-0-0 5-7-5 -1-0-0 1-0-0 5-5-0 5-5-0 9-0-0 3-7-0 13-8-0 4-8-0 19-10-0 6-2-0 26-0-0 6-2-0 27-1-2 1-1-2 35-0-0 7-10-14 36-0-0 1-0-0 0- 4 - 1 4- 1 - 1 6- 7 - 1 4 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [9:0-0-10,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.83 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.26 0.05 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing. REACTIONS. (size)2=0-8-0, 9=0-8-0, 16=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-225(LC 22), 9=-407(LC 12), 16=-566(LC 12) Max Grav 2=15(LC 9), 9=1101(LC 1), 16=1788(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-542/1102, 3-4=-668/425, 4-5=-575/425, 5-6=-1460/881, 6-8=-1602/948, 8-9=-2095/1021 BOT CHORD 2-16=-950/566, 15-16=-641/385, 13-15=-657/1396, 12-13=-431/1120, 11-12=-805/1682, 9-11=-817/1837 WEBS 3-15=-677/1402, 6-12=-310/645, 8-12=-496/389, 8-11=-19/333, 6-13=-195/408, 5-13=-252/259, 5-15=-1071/603, 3-16=-1704/973 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 19-10-0, Exterior(2) 19-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=225, 9=407, 16=566. 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 WS0048 Truss T11 Truss Type Roof Special Qty 1 Ply 1 2433740 Job Reference (optional) T20990895 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:19 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-v6u2SfqJlUwlQod_O4hlN_d_Tm1A4?4mpECl6yyovmc Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 3x6 3x6 3x8 3x4 3x8 5x6 3x4 3x6 2x4 5-0-0 5-0-0 11-0-0 6-0-0 15-8-0 4-8-0 23-4-5 7-8-5 29-4-11 6-0-6 35-0-0 5-7-5 -1-0-0 1-0-0 6-8-2 6-8-2 11-0-0 4-3-14 15-8-0 4-8-0 19-10-0 4-2-0 26-0-0 6-2-0 35-0-0 9-0-0 36-0-0 1-0-0 0- 4 - 1 4- 1 1 - 1 6- 7 - 1 4 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [9:0-0-10,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.83 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.33 0.05 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. REACTIONS. (size)2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=-162(LC 10) Max Uplift 2=-195(LC 22), 16=-542(LC 12), 9=-411(LC 12) Max Grav 2=5(LC 9), 16=1728(LC 1), 9=1112(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/1034, 3-4=-990/617, 4-5=-1385/875, 5-6=-1569/1029, 6-8=-1636/978, 8-9=-2119/1046 BOT CHORD 2-16=-881/549, 13-15=-351/848, 12-13=-451/1137, 11-12=-828/1712, 9-11=-841/1860 WEBS 3-16=-1806/1065, 3-15=-432/977, 4-15=-411/254, 4-13=-404/782, 5-13=-822/602, 6-13=-355/552, 6-12=-311/674, 8-12=-493/395, 8-11=-20/316 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 19-10-0, Exterior(2) 19-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=195, 16=542, 9=411. 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 WS0048 Truss T12 Truss Type Roof Special Qty 1 Ply 1 2433740 Job Reference (optional) T20990896 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:21 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-rV0otLsZH5ATf5nNWVkDSPjKsaiUYqs3HYhrAqyovma Scale = 1:64.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 4x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x12 4x6 3x6 3x4 3x6 3x6 3x8 3x8 3x4 5x6 3x4 3x6 2x4 5-0-0 5-0-0 13-0-0 8-0-0 17-8-0 4-8-0 23-4-5 5-8-5 29-4-11 6-0-6 35-0-0 5-7-5 -1-0-0 1-0-0 7-9-7 7-9-7 13-0-0 5-2-9 17-8-0 4-8-0 19-10-0 2-2-0 26-0-0 6-2-0 35-0-0 9-0-0 36-0-0 1-0-0 0- 4 - 1 5- 9 - 1 6- 7 - 1 4 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-14,Edge], [9:0-0-10,Edge], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.84 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 0.06 (loc) 14-16 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. REACTIONS. (size)2=0-8-0, 16=0-8-0, 9=0-8-0 Max Horz 2=162(LC 11) Max Uplift 2=-146(LC 22), 16=-498(LC 12), 9=-417(LC 12) Max Grav 2=17(LC 21), 16=1623(LC 1), 9=1128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-414/863, 3-4=-1184/729, 4-5=-1036/724, 5-6=-1476/990, 6-8=-1670/1003, 8-9=-2165/1079 BOT CHORD 2-16=-715/472, 14-16=-281/585, 13-14=-579/1336, 12-13=-481/1179, 11-12=-860/1746, 9-11=-872/1902 WEBS 3-16=-1900/1111, 3-14=-176/577, 5-14=-509/277, 5-13=-420/355, 6-13=-360/540, 6-12=-315/625, 8-12=-496/394, 8-11=-18/337 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 16-0-0, Interior(1) 16-0-0 to 19-10-0, Exterior(2) 19-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=146, 16=498, 9=417. 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 WS0048 Truss T13 Truss Type Roof Special Qty 1 Ply 1 2433740 Job Reference (optional) T20990897 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:22 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-JhaB5htC2PIKHFMZ3CFS?cFWr_3VHOIDVCRPjGyovmZ 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 3x4 2x4 4x6 3x6 3x8 7-4-11 7-4-11 15-0-0 7-7-5 19-8-0 4-8-0 20-0-0 0-4-0 27-7-6 7-7-6 35-0-0 7-4-10 -1-0-0 1-0-0 7-4-11 7-4-11 15-0-0 7-7-5 19-8-0 4-8-0 19-10-0 0-2-0 20-0-0 0-2-0 27-7-6 7-7-6 35-0-0 7-4-10 36-0-0 1-0-0 0- 4 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,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 5-3-13 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=-2686/1388, 3-5=-1940/1100, 5-6=-1719/1097, 6-8=-1941/1100, 8-9=-2686/1388 BOT CHORD 2-16=-1161/2398, 14-16=-1161/2398, 13-14=-733/1718, 11-13=-1177/2398, 9-11=-1177/2398 WEBS 3-16=0/327, 3-14=-751/464, 5-14=-136/441, 8-11=0/327, 6-13=-153/442, 8-13=-751/463 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 18-0-0, Interior(1) 18-0-0 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 WS0048 Truss T14 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990898 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:24 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-F4hxWMuSZ0Y2WZWyBdHw41KxfniDlDaWzWwWn9yovmX 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 6-1-3 6-1-3 12-3-13 6-2-10 17-0-0 4-8-3 17-6-0 0-6-0 18-0-0 0-6-0 22-8-3 4-8-3 28-10-13 6-2-10 35-0-0 6-1-3 36-0-0 1-0-0 0- 4 - 1 7- 5 - 1 0- 4 - 1 7- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [6:0-3-0,0-2-4], [8:0-3-0,0-2-4], [12:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.42 0.12 (loc) 14-16 14-16 12 l/defl >999 >991 n/a L/d 240 180 n/a PLATES MT20 Weight: 171 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-8 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=-2664/1383, 3-5=-2431/1291, 5-6=-1696/1025, 6-7=-1512/981, 7-8=-1512/981, 8-9=-1695/1025, 9-11=-2431/1291, 11-12=-2664/1383 BOT CHORD 2-18=-1173/2396, 16-18=-887/1926, 14-16=-893/1926, 12-14=-1180/2396 WEBS 3-18=-298/272, 5-18=-155/493, 5-16=-607/440, 9-16=-607/440, 9-14=-155/493, 11-14=-298/272, 7-16=-525/998 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 100 lb uplift at joint(s) except (jt=lb) 2=483, 12=483. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by 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 WS0048 Truss T14A Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990899 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:26 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-CSphw2wi5dollsgLI2JO9SQFEbQHD1VoQqPcs2yovmV Scale = 1:66.0 1 2 3 4 5 6 7 8 9 10 11 12 13 15 14 18 17 16 21 20 19 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 3x4 2x4 3x8 2x4 4x10 MT20HS 2x4 2x4 3x6 3x4 5x6 5x8 3x4 5x8 3x4 3x6 7-2-10 7-2-10 11-3-4 4-0-10 17-0-0 5-8-12 20-8-0 3-8-0 27-1-12 6-5-12 35-0-0 7-10-4 -1-0-0 1-0-0 4-10-13 4-10-13 11-3-4 6-4-7 17-0-0 5-8-12 18-0-0 1-0-0 20-8-0 2-8-0 23-5-6 2-9-6 27-1-12 3-8-5 29-1-10 1-11-14 35-0-0 5-10-6 36-0-0 1-0-0 0- 4 - 1 7- 5 - 1 0- 4 - 1 2- 0 - 0 7- 5 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [12:0-3-0,Edge], [16:0-5-8,0-3-8], [18:0-5-8,0-3-4], [20:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.80 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.45 0.19 (loc) 18 19-20 12 l/defl >999 >925 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 209 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. REACTIONS. (size)12=0-8-0, 2=0-8-0 Max Horz 2=180(LC 11) Max Uplift 12=-483(LC 12), 2=-483(LC 12) Max Grav 12=1342(LC 1), 2=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2704/1408, 3-5=-2509/1325, 5-6=-2365/1291, 6-7=-2145/1251, 7-8=-2341/1326, 8-10=-2988/1569, 10-11=-2507/1330, 11-12=-2664/1361 BOT CHORD 12-14=-1157/2378, 17-18=-845/2140, 16-17=-1203/2711, 2-21=-1208/2436, 20-21=-936/2034 WEBS 5-21=-144/351, 6-18=-354/741, 8-16=-313/749, 5-20=-608/361, 18-20=-986/2144, 10-14=-499/305, 14-16=-1120/2396, 10-16=-123/436, 7-17=-474/814, 8-17=-983/617 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=483, 2=483. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by 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 WS0048 Truss T15 Truss Type Hip Qty 10 Ply 1 2433740 Job Reference (optional) T20990900 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:27 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-gfN48OxKsxwcN0EXsmrdigyS3?kwyZ9yfT8AOUyovmU Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x6 ST1.5x8 STP ST1.5x8 STP 4x6 3x6 3x6 3x6 3x4 2x4 3x4 3x8 3x4 3x4 2x4 3x6 3x6 8-9-9 8-9-9 17-0-0 8-2-7 17-6-0 0-6-0 18-0-0 0-6-0 26-2-7 8-2-7 35-0-0 8-9-9 -1-0-0 1-0-0 6-1-3 6-1-3 12-3-13 6-2-10 17-0-0 4-8-3 17-6-0 0-6-0 18-0-0 0-6-0 22-8-3 4-8-3 28-10-13 6-2-10 35-0-0 6-1-3 36-0-0 1-0-0 0- 4 - 1 7- 7 - 9 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [10:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.90 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.41 0.12 (loc) 14-16 12-14 10 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-15 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=-2662/1333, 3-5=-2431/1240, 5-6=-1694/980, 6-7=-1694/980, 7-9=-2431/1240, 9-10=-2662/1333 BOT CHORD 2-16=-1114/2395, 14-16=-825/1928, 12-14=-842/1928, 10-12=-1131/2395 WEBS 3-16=-296/270, 5-16=-157/492, 5-14=-616/418, 7-14=-616/418, 7-12=-157/492, 9-12=-296/270, 6-14=-519/1014 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 100 lb uplift at joint(s) except (jt=lb) 2=483, 10=483. 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 WS0048 Truss T16 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990901 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:29 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-c1VqZ4ybOYBKcKOv_Bt5n52j4oS8QY1F6ndHSMyovmS 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 - 1 6- 7 - 1 0- 4 - 1 6- 7 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [5:0-5-12,0-2-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.79 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.37 0.13 (loc) 14 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-2-9 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 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=-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 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 WS0048 Truss T17 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990902 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:31 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-YQca_m_rwAR2seYI5bvZsW73mc6kuQCXa56NXFyovmQ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 5x6 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 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 - 1 5- 9 - 1 0- 4 - 1 5- 9 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.84 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.52 0.13 (loc) 12-13 12-13 8 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-6 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=-2640/1461 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 100 lb uplift at joint(s) except (jt=lb) 2=483, 8=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 WS0048 Truss T18 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990903 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:32 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-0cAzB5?ThTZvTo7UfJQoPjgGj0UYduwhplsx3hyovmP Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 3x6 3x6 6-6-5 6-6-5 11-0-0 4-5-11 17-6-0 6-6-0 24-0-0 6-6-0 28-5-11 4-5-11 35-0-0 6-6-5 -1-0-0 1-0-0 6-6-5 6-6-5 11-0-0 4-5-11 17-6-0 6-6-0 24-0-0 6-6-0 28-5-11 4-5-11 35-0-0 6-6-5 36-0-0 1-0-0 0- 4 - 1 4- 1 1 - 1 0- 4 - 1 4- 1 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-5-12,0-2-8], [6:0-5-12,0-2-8], [8:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.74 0.34 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 100 lb uplift at joint(s) except (jt=lb) 2=483, 8=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 WS0048 Truss T19 Truss Type Hip Qty 1 Ply 1 2433740 Job Reference (optional) T20990904 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:33 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-VokLOR?5Snhm5xihD0x1xxCMDPnkMJrq1PbUb8yovmO Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x6 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 4x6 3x6 9-0-0 9-0-0 17-6-0 8-6-0 26-0-0 8-6-0 35-0-0 9-0-0 -1-0-0 1-0-0 5-8-11 5-8-11 9-0-0 3-3-5 13-4-12 4-4-12 21-7-4 8-2-8 26-0-0 4-4-12 29-3-5 3-3-5 35-0-0 5-8-11 36-0-0 1-0-0 0- 4 - 1 4- 1 - 1 0- 4 - 1 4- 1 - 1 5.00 12 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [6:0-3-0,Edge], [10:0-0-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.94 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.47 0.14 (loc) 14 14-16 10 l/defl >999 >881 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=100(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=-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 100 lb uplift at joint(s) except (jt=lb) 2=483, 10=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 WS0048 Truss T20 Truss Type HIP GIRDER Qty 1 Ply 2 2433740 Job Reference (optional) T20990905 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:36 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-vNQT1T2_li3LyPQGu9VkZZqw9dqXZeyHjNq8CTyovmL Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 5x8 3x6 4x6 2x4 5x8 2x4 3x4 3x6 2x4 4x6 3x6 7-0-0 7-0-0 14-0-9 7-0-9 20-11-7 6-10-13 28-0-0 7-0-9 35-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-9 7-0-9 20-11-7 6-10-13 28-0-0 7-0-9 35-0-0 7-0-0 36-0-0 1-0-0 0- 4 - 1 3- 3 - 1 0- 4 - 1 3- 3 - 1 5.00 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [7:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.80 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.65 0.14 (loc) 12-13 12-13 8 l/defl >999 >637 n/a L/d 240 180 n/a PLATES MT20 Weight: 314 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-80(LC 6) Max Uplift 2=-1137(LC 8), 8=-1178(LC 8) Max Grav 2=2608(LC 1), 8=2625(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5798/2460, 3-4=-8055/3574, 4-6=-8054/3574, 6-7=-8064/3604, 7-8=-5840/2560 BOT CHORD 2-15=-2158/5235, 13-15=-2161/5264, 12-13=-3467/8064, 10-12=-2253/5302, 8-10=-2250/5274 WEBS 3-15=-62/702, 3-13=-1383/3117, 4-13=-820/624, 6-12=-825/611, 7-12=-1316/3071, 7-10=-62/703 NOTES-(10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; 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 100 lb uplift at joint(s) except (jt=lb) 2=1137, 8=1178. 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 WS0048 Truss T20 Truss Type HIP GIRDER Qty 1 Ply 2 2433740 Job Reference (optional) T20990905 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:36 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-vNQT1T2_li3LyPQGu9VkZZqw9dqXZeyHjNq8CTyovmL NOTES-(10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 lb down and 125 lb up at 9-0-12, 105 lb down and 125 lb up at 11-0-12, 105 lb down and 125 lb up at 13-0-12, 105 lb down and 125 lb up at 15-0-12, 105 lb down and 125 lb up at 17-0-12, 105 lb down and 125 lb up at 17-11-4, 105 lb down and 125 lb up at 19-11-4, 105 lb down and 125 lb up at 21-11-4, 105 lb down and 125 lb up at 23-11-4, and 105 lb down and 125 lb up at 25-11-4, and 180 lb down and 215 lb up at 28-0-0 on top chord, and 340 lb down and 146 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 17-11-4, 81 lb down at 19-11-4, 81 lb down at 21-11-4, 81 lb down at 23-11-4, and 81 lb down at 25-11-4, and 340 lb down and 146 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-9=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-105(B) 7=-133(B) 15=-340(B) 10=-340(B) 16=-105(B) 17=-105(B) 18=-105(B) 19=-105(B) 20=-105(B) 21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-58(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job WS0048 Truss V01 Truss Type Valley Qty 1 Ply 1 2433740 Job Reference (optional) T20990906 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:37 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-Na_rEp2cV0BCaZ?SSs0z6nN9g1ICIETQy1ZikvyovmK Scale = 1:12.2 1 2 3 4 2x4 2x4 2x4 4-6-3 4-6-3 0- 0 - 4 1- 1 0 - 9 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-9, 3=4-5-9 Max Horz 1=74(LC 9) Max Uplift 1=-42(LC 12), 3=-46(LC 12) Max Grav 1=134(LC 1), 3=135(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) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by 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 WS0048 Truss V02 Truss Type Valley Qty 1 Ply 1 2433740 Job Reference (optional) T20990907 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:37 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-Na_rEp2cV0BCaZ?SSs0z6nNFA1MaIETQy1ZikvyovmK Scale: 1.5"=1' 1 2 3 2x4 2x4 2x4 2-6-3 2-6-3 0- 0 - 4 1- 0 - 9 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-5-9, 3=2-5-9 Max Horz 1=33(LC 9) Max Uplift 1=-19(LC 12), 3=-21(LC 12) Max Grav 1=60(LC 1), 3=60(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 WS0048 Truss V03 Truss Type Valley Qty 1 Ply 1 2433740 Job Reference (optional) T20990908 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-rmYES93EGJJ3Cjae?aXCe_wHyQdA1hjZBhJFHLyovmJ Scale = 1:13.1 1 2 3 4 2x4 2x4 2x4 5-0-0 5-0-0 0- 0 - 4 2- 1 - 0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.66 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-6, 3=4-11-6 Max Horz 1=84(LC 9) Max Uplift 1=-47(LC 12), 3=-52(LC 12) Max Grav 1=152(LC 1), 3=153(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) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by 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 WS0048 Truss V04 Truss Type Valley Qty 1 Ply 1 2433740 Job Reference (optional) T20990909 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Aug 11 13:07:39 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:JbsSUYEphcZuYTshvwE3BRyhOBX-Jy5cfV4s1dRvps9qZH2RBCSadq1Vm8zjQL2opnyovmI Scale = 1:9.0 1 2 3 2x4 2x4 2x4 3-0-0 3-0-0 0- 0 - 4 1- 3 - 0 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-6, 3=2-11-6 Max Horz 1=43(LC 9) Max Uplift 1=-24(LC 12), 3=-27(LC 12) Max Grav 1=78(LC 1), 3=78(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 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s