Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
128 Beach Ave RES20-0199 5 of 5 additional truss calcs_1
6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2351946 - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 35.0 psf Design Program: MiTek 20/20 8.2 1 of 1 This package includes 8 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: Durham Building Materials Project Name: 2351946 Model: Garage Subdivision: . Address: 128 Beach Ave, . State: FLCity: Jacksonville Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: July 21,2020 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T20788196 CJ01 Date 7/21/202T20788197CJ027/21/203T20788198EJ017/21/204T20788199HJ017/21/205T20788200T017/21/206T20788201T027/21/207T20788202T037/21/208T20788203T047/21/20 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2351946 Truss CJ01 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T20788196 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:48:56 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-KqWDxKKPTjQgdw3GyFWj6Q4iilyFDFV3GxjpAPyvuWr Scale = 1:6.8 1 2 3 4 3x4 ST1.5x8 STP 1-0-0 1-0-0 -2-0-0 2-0-0 1-0-0 1-0-0 0- 3 - 1 5 0- 7 - 1 5 0- 3 - 1 2 0- 7 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MP 0.36 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=73(LC 8) Max Uplift 3=-24(LC 1), 2=-325(LC 8), 4=-69(LC 1) Max Grav 3=40(LC 8), 2=285(LC 1), 4=99(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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, 4 except (jt=lb) 2=325. July 21,2020 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 2351946 Truss CJ02 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T20788197 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:48:57 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-o04b8gL1E1YXF4eTWz1yfedtS9H1yilCVbTMiryvuWq Scale = 1:10.2 1 2 8 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -2-0-0 2-0-0 3-0-0 3-0-0 0- 3 - 1 5 1- 3 - 1 5 0- 1 1 - 1 2 1- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-1-6,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MP 0.36 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 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 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=111(LC 8) Max Uplift 3=-47(LC 12), 2=-253(LC 8) Max Grav 3=51(LC 1), 2=268(LC 1), 4=34(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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 2-11-4 zone;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=253. July 21,2020 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 2351946 Truss EJ01 Truss Type Jack-Partial Qty 12 Ply 1 Job Reference (optional) T20788198 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:48:58 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-GDezM0Mf?LgOsEDf3gZBCrA2CZbbh9?MkFCvFHyvuWp Scale = 1:13.8 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -2-0-0 2-0-0 2-9-2 2-9-2 5-0-0 2-2-14 0- 3 - 1 5 1- 1 1 - 1 5 1- 7 - 1 2 1- 1 1 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MP 0.36 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.04 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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=0-7-10, 4=Mechanical Max Horz 2=150(LC 8) Max Uplift 3=-102(LC 12), 2=-268(LC 8), 4=-4(LC 12) Max Grav 3=113(LC 1), 2=321(LC 1), 4=66(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=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 4-11-4 zone;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) 4 except (jt=lb) 3=102, 2=268. July 21,2020 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 2351946 Truss HJ01 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T20788199 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:48:59 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-kPCLZMNHmeoEUOordO4Qk3i9ozu2QbEVyvyTnkyvuWo Scale = 1:18.3 1 2 8 3 9 10 4 3x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED 6-11-6 6-11-6 -2-9-15 2-9-15 3-10-10 3-10-10 6-11-6 3-0-12 0- 3 - 1 5 1- 1 1 - 9 2.83 12 Plate Offsets (X,Y)-- [2:0-2-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MP 0.63 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.13 -0.00 (loc) 4-7 4-7 3 l/defl >873 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=148(LC 4) Max Uplift 3=-135(LC 8), 2=-395(LC 4), 4=-5(LC 8) Max Grav 3=153(LC 1), 2=415(LC 1), 4=88(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8) 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=135, 2=395. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-10 Concentrated Loads (lb) Vert: 9=41(F=21, B=21) 10=2(F=1, B=1) July 21,2020 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 2351946 Truss T01 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T20788200 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:49:00 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-DbmknhNvXyw56XN2B5bfHGFHJM8k9znfBZh0JAyvuWn Scale = 1:39.4 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 24 25 4x8 ST1.5x8 STP ST1.5x8 STP 4x8 4x4 4x6 2x4 3x8 2x4 2x4 4x4 Special NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED Special 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 22-0-0 2-0-0 0- 3 - 1 5 1- 1 1 - 1 5 0- 3 - 1 5 1- 1 1 - 1 5 4.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MS 0.77 0.72 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.36 0.07 (loc) 10 10 6 l/defl >751 >671 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 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 2-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-6 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=63(LC 23) Max Uplift 2=-847(LC 4), 6=-847(LC 5) Max Grav 2=1151(LC 1), 6=1151(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2643/1771, 3-4=-3338/2323, 4-5=-3338/2323, 5-6=-2643/1771 BOT CHORD 2-11=-1623/2467, 10-11=-1623/2478, 8-10=-1609/2478, 6-8=-1609/2467 WEBS 3-11=-9/257, 3-10=-659/959, 4-10=-485/428, 5-10=-661/959, 5-8=-9/257 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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=847, 6=847. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 lb down and 237 lb up at 5-0-0, and 167 lb down and 237 lb up at 15-0-0 on top chord, and 82 lb down and 34 lb up at 5-0-0, and 82 lb down and 34 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 12-15=-10 Concentrated Loads (lb) Vert: 3=-120(B) 5=-120(B) 11=-53(B) 8=-53(B) 18=-53(B) 19=-53(B) 20=-53(B) 21=-53(B) 22=-25(B) 23=-25(B) 24=-25(B) 25=-25(B) July 21,2020 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 2351946 Truss T02 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20788201 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:49:01 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-hnK6_1OXIG3yjhyElp6upUoVwmXVuUxoQDRarcyvuWm Scale = 1:39.4 1 2 3 4 5 6 9 8 7 16 17 18 19 20 4x8 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 3x6 2x4 3x4 3x4 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 22-0-0 2-0-0 0- 3 - 1 5 2- 7 - 1 5 0- 3 - 1 5 2- 7 - 1 5 4.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MS 0.59 0.56 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.17 0.04 (loc) 9-12 9-12 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 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 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-2 oc bracing. REACTIONS. (size)2=0-7-10, 5=0-7-10 Max Horz 2=77(LC 16) Max Uplift 2=-565(LC 8), 5=-565(LC 9) Max Grav 2=823(LC 1), 5=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1492/865, 3-4=-1366/874, 4-5=-1492/864 BOT CHORD 2-9=-719/1361, 7-9=-718/1366, 5-7=-717/1361 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 22-0-9 zone;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=565, 5=565. July 21,2020 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 2351946 Truss T03 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T20788202 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:49:02 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-9_tUCNP93ZBpLrXQIWd7MhKkBAsNdvuxftA7O2yvuWl Scale = 1:39.4 1 2 3 4 5 6 7 8 11 10 9 18 4x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 3x6 3x4 2x4 3x4 2x4 4x4 9-0-0 9-0-0 11-0-0 2-0-0 20-0-0 9-0-0 -2-0-0 2-0-0 4-10-14 4-10-14 9-0-0 4-1-2 11-0-0 2-0-0 15-1-2 4-1-2 20-0-0 4-10-14 22-0-0 2-0-0 0- 3 - 1 5 3- 3 - 1 5 0- 3 - 1 5 3- 3 - 1 5 4.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MS 0.36 0.58 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.25 0.04 (loc) 9-17 9-17 7 l/defl >999 >974 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-15 oc bracing. REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=94(LC 16) Max Uplift 2=-549(LC 8), 7=-549(LC 9) Max Grav 2=823(LC 1), 7=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1626/950, 3-4=-1224/682, 4-5=-1127/680, 5-6=-1224/682, 6-7=-1626/950 BOT CHORD 2-11=-829/1520, 9-11=-493/1127, 7-9=-830/1520 WEBS 3-11=-461/393, 6-9=-461/395 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 9-0-0, Exterior(2) 9-0-0 to 15-3-14, Interior(1) 15-3-14 to 22-0-9 zone;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=549, 7=549. July 21,2020 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 2351946 Truss T04 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T20788203 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue Jul 21 08:49:03 2020 Page 1 Builders FirstSource, Jacksonville, FL - 32244, ID:?7NDu7hsZSRgSzRayR_XOLzZifF-dARsPjQoqtJgz?6dsD8MvvtvxaA0MMR5tXwgwVyvuWk Scale = 1:38.8 1 2 3 4 5 6 7 8 15 16 4x4 ST1.5x8 STP ST1.5x8 STP 5x8 4x4 2x4 2x4 4x4 10-0-0 10-0-0 20-0-0 10-0-0 -2-0-0 2-0-0 5-4-14 5-4-14 10-0-0 4-7-2 14-7-2 4-7-2 20-0-0 5-4-14 22-0-0 2-0-0 0- 3 - 1 5 3- 7 - 1 5 0- 3 - 1 5 4.00 12 Plate Offsets (X,Y)-- [2:0-2-14,Edge], [8:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 5.0 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-MS 0.36 0.75 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.04 (loc) 8-14 8-14 6 l/defl >999 >867 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=102(LC 16) Max Uplift 2=-539(LC 8), 6=-539(LC 9) Max Grav 2=823(LC 1), 6=823(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1598/861, 3-4=-1154/582, 4-5=-1154/582, 5-6=-1598/862 BOT CHORD 2-8=-796/1491, 6-8=-710/1491 WEBS 4-8=-163/471, 5-8=-490/424, 3-8=-490/423 NOTES-(6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=18ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-9-12, Interior(1) 0-9-12 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 22-0-9 zone;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) 2=539, 6=539. July 21,2020 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