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376 10th ST RES21-0373 Truss Details6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2817017 - Design Code: FBC2020/TPI2014Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 75 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: 55.0 psf Site Information: Lot/Block: . Customer Info: Ashlar Home Builders Project Name: 2817017 Model: Custom Subdivision: .Address: 376 10th St., . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: Bryan Murray License #: 64010 Address: 157 Hampton Point Dr, .City: St Augustine State: FL August 17,2021 ORegan, Philip 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: ORegan, Philip My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T25037842 CJ01 Date 8/17/212T25037843CJ028/17/213T25037844CJ038/17/214T25037845CJ048/17/215T25037846CJ058/17/216T25037847CJ068/17/217T25037848EJ018/17/218T25037849EJ028/17/219T25037850EJ038/17/2110T25037851F018/17/2111T25037852F028/17/2112T25037853F038/17/2113T25037854F048/17/2114T25037855F058/17/21 No.Seal#Truss Name 15 T25037856 F06 Date 8/17/2116T25037857F078/17/2117T25037858F088/17/2118T25037859F098/17/2119T25037860F108/17/2120T25037861F118/17/2121T25037862F128/17/2122T25037863F138/17/2123T25037864F148/17/2124T25037865F158/17/2125T25037866FKW18/17/2126T25037867FKW28/17/2127T25037868FKW38/17/2128T25037869FKW48/17/21 This item has been electronically signed and sealed by ORegan, Philip, 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 This Truss Engineering package has been reviewed and complies with the design intent applied to this project. SHOP DRAWING APPROVAL STAMP MURRAYENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.O.A. #26894 - (904) 342-8751 By Mike Jones at 12:21 pm, Jan 18, 2022 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2817017 - 2 of 2 Site Information: Lot/Block: . Customer Info: Ashlar Home Builders Project Name: 2817017 Model: Custom Subdivision: .Address: 376 10th St., . State: FLCity: Atlantic Beach No.Seal#Truss Name 29 T25037870 FKW5 Date 8/17/2130T25037871FKW68/17/2131T25037872FKW78/17/2132T25037873FKW88/17/2133T25037874FS18/17/2134T25037875HJ018/17/2135T25037876HJ028/17/2136T25037877T018/17/2137T25037878T028/17/2138T25037879T038/17/2139T25037880T048/17/2140T25037881T058/17/2141T25037882T068/17/2142T25037883T078/17/2143T25037884T088/17/2144T25037885T098/17/2145T25037886T108/17/2146T25037887T118/17/2147T25037888T128/17/2148T25037889T138/17/2149T25037890T148/17/2150T25037891T158/17/2151T25037892T168/17/2152T25037893T178/17/2153T25037894T188/17/2154T25037895T198/17/2155T25037896T208/17/2156T25037897T218/17/2157T25037898T228/17/2158T25037899T238/17/2159T25037900T248/17/2160T25037901T258/17/2161T25037902T268/17/2162T25037903T278/17/2163T25037904T288/17/2164T25037905T298/17/2165T25037906T308/17/2166T25037907T318/17/2167T25037908T328/17/2168T25037909TF018/17/2169T25037910TF028/17/2170T25037911TF038/17/2171T25037912TF048/17/2172T25037913TF058/17/2173T25037914TF068/17/2174T25037915TF078/17/2175T25037916TF088/17/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss CJ01 Truss Type Jack-Open Qty 10 Ply 1 Job Reference (optional) T25037842 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-O4oSEq80vx9BsMZpJ1C5x8HkdRYG6jG9FM0RxKynHcw Scale = 1:7.8 1 2 43 5 2x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-30-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.02 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: 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)2=0-5-8, 5=Mechanical, 3=Mechanical Max Horz 2=58(LC 12) Max Uplift 2=-122(LC 12), 5=-9(LC 8), 3=-52(LC 1) Max Grav 2=178(LC 1), 5=14(LC 3), 3=39(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3 except (jt=lb) 2=122. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss CJ02 Truss Type Jack-Open Qty 10 Ply 1 Job Reference (optional) T25037843 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:24 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-sGMrSA9egFH2TV8?tkjKULpvhrsErAWIU0l?UnynHcv Scale = 1:12.8 1 2 5 3 6 4 2x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-31-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 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: 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=0-5-8, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-61(LC 12), 2=-113(LC 12), 4=-26(LC 8) Max Grav 3=47(LC 1), 2=201(LC 1), 4=41(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=113. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss CJ03 Truss Type Jack-Open Qty 10 Ply 1 Job Reference (optional) T25037844 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:24 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-sGMrSA9egFH2TV8?tkjKULpqQrmMrAWIU0l?UnynHcv Scale = 1:17.8 1 2 5 3 6 4 2x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.54 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.10 -0.00 (loc) 2-4 2-4 3 l/defl >513 >558 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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=0-5-8, 4=Mechanical Max Horz 2=164(LC 12) Max Uplift 3=-129(LC 12), 2=-129(LC 12), 4=-46(LC 8) Max Grav 3=112(LC 1), 2=254(LC 1), 4=71(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=129, 2=129. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss CJ04 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T25037845 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:25 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-KSwDfWAGRYPv5fjBQSEZ1ZM2wECgadmRjgVY0DynHcu Scale = 1:14.9 1 2 5 3 4 3x4 3x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 1-10-32-4-31-11-82-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=79(LC 9) Max Uplift 5=-66(LC 16), 3=-43(LC 1), 4=-53(LC 9) Max Grav 5=187(LC 1), 3=18(LC 8), 4=33(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss CJ05 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T25037846 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:26 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-ofUbtsBuCsXmjpIN_9moZmv9XeVeJ40byKE6YfynHct Scale = 1:19.8 1 2 5 6 3 44x4 4x6 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 1-10-33-4-32-11-83-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=110(LC 9) Max Uplift 5=-59(LC 12), 3=-88(LC 12), 4=-20(LC 9) Max Grav 5=196(LC 1), 3=54(LC 1), 4=39(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 2-11-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss CJ06 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) T25037847 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:26 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-ofUbtsBuCsXmjpIN_9moZmv8kePqJ40byKE6YfynHct Scale = 1:24.7 1 2 5 6 3 4 4x6 3x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 1-10-34-4-30-4-113-11-84-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.65 0.73 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 0.08 -0.17 (loc) 4-5 4-5 3 l/defl >652 >720 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 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)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=144(LC 9) Max Uplift 5=-83(LC 12), 3=-137(LC 12), 4=-24(LC 12) Max Grav 5=254(LC 1), 3=107(LC 1), 4=65(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-235/300 NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 4-11-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=137.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss EJ01 Truss Type Jack-Partial Qty 12 Ply 1 Job Reference (optional) T25037848 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:27 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Gr1z4CCWzAfdKztaYsH16_RHg2q_2XFkA__f45ynHcs Scale = 1:22.6 1 2 5 3 6 42x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.77 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 0.28 -0.00 (loc) 2-4 2-4 3 l/defl >259 >283 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP M 31 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=0-5-8, 4=Mechanical Max Horz 2=218(LC 12) Max Uplift 3=-191(LC 12), 2=-151(LC 12), 4=-65(LC 8) Max Grav 3=170(LC 1), 2=313(LC 1), 4=101(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 6-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=191, 2=151. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss EJ02 Truss Type Jack-Partial Qty 6 Ply 1 Job Reference (optional) T25037849 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:27 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Gr1z4CCWzAfdKztaYsH16_RGv2pR2VjkA__f45ynHcs Scale = 1:30.2 1 2 6 5 7 3 4 2x4 3x4 3x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 1-10-35-4-34-11-85-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.88 0.45 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.19 -0.01 (loc) 5-6 5-6 3 l/defl >639 >426 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS. (size)6=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 6=187(LC 12) Max Uplift 6=-105(LC 12), 3=-190(LC 12), 4=-28(LC 12) Max Grav 6=310(LC 1), 3=174(LC 1), 4=102(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-276/265 BOT CHORD 5-6=-354/175 WEBS 2-5=-180/364 NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 6-11-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 6=105, 3=190. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss EJ03 Truss Type Jack-Partial Qty 4 Ply 1 Job Reference (optional) T25037850 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:28 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-k1bLIYC8kTnUy7Sm6aoGeB_YhSATnzRuPejCdYynHcr Scale = 1:16.8 1 2 3 4 7 6 8 9 10 5 3x8 2x4 2x4 3-10-4 3-10-4 -1-4-0 1-4-0 3-10-4 3-10-4 0-10-32-9-56.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.40 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 0.05 0.00 (loc) 6-7 6-7 l/defl >817 >878 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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 3-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=133(LC 12) Max Uplift 7=-98(LC 12), 5=-113(LC 9) Max Grav 7=218(LC 1), 5=102(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 3-10-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 5=113. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F01 Truss Type Floor Qty 5 Ply 1 Job Reference (optional) T25037851 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:29 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-CE9kVuDnUnvLaH1yfHJVBPXg9sQ_WMI1eITm9_ynHcq Scale = 1:26.6 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 1.5x3 1.5x3 1.5x3 3x6 1.5x3 1.5x3 4x4 3x6 3x6 4-2-4 4-2-4 5-6-0 1-3-12 8-0-0 2-6-0 11-10-0 3-10-0 14-4-0 2-6-0 15-8-8 1-4-8 1-3-0 1-1-8 2-1-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [9:0-1-8,Edge], [17:0-1-8,Edge], [18:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.77 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.13 0.02 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 89 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,15-16. REACTIONS. (size)19=0-3-0, 10=0-3-0, 16=0-5-8 Max Grav 19=276(LC 10), 10=636(LC 7), 16=847(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-280/0, 9-10=-629/0, 4-5=-537/0, 5-6=-1299/0, 6-7=-1299/0, 7-8=-1162/0, 8-9=-507/0 BOT CHORD 14-15=0/978, 13-14=0/1299, 12-13=0/1299, 11-12=0/977 WEBS 4-16=-852/0, 1-18=0/331, 4-17=-10/307, 9-11=0/734, 4-15=0/652, 8-11=-699/0, 5-15=-666/0, 8-12=0/274, 5-14=0/520, 6-14=-254/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F02 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T25037852 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:30 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-gQj6iEEPF41CBRc9D?qkkc3u9FsuFs6AsyCJhQynHcp Scale = 1:17.7 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 1.5x3 1.5x3 1.5x3 3x6 1.5x3 1.5x3 1.5x3 1.5x3 4-2-4 4-2-4 9-1-8 4-11-4 10-6-0 1-4-8 1-3-0 1-1-8 2-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.34 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.04 0.00 (loc) 10 10 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 59 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-0, 8=0-3-0, 12=0-5-8 Max Grav 15=301(LC 10), 8=395(LC 7), 12=496(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-312/0, 7-8=-393/0, 1-2=-287/0, 2-3=-287/0, 3-4=-287/0, 4-5=-500/0, 5-6=-500/0, 6-7=-269/0 BOT CHORD 13-14=0/287, 12-13=0/255, 11-12=0/255, 10-11=0/500, 9-10=0/500 WEBS 4-12=-481/0, 1-14=0/386, 7-9=0/389, 4-11=0/384, 6-9=-335/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F03 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T25037853 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:31 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-9cHUwZF10O93paALniLzGqcyNf7__CZK5cytDtynHco Scale = 1:32.5 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 3x4 2x4 1.5x3 4x6 4x6 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x4 3x4 3x6 3x6 3x6 3x4 3x4 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 6-6-0 2-6-0 11-7-0 5-1-0 12-11-8 1-4-8 15-5-8 2-6-0 17-11-8 2-6-0 19-4-0 1-4-8 1-3-0 2-1-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.67 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.36 0.06 (loc) 14-15 14-15 10 l/defl >865 >635 n/a L/d 360 240 n/a PLATES MT20 Weight: 106 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-0, 10=0-3-0 Max Grav 20=1047(LC 1), 10=1053(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1041/0, 9-10=-1046/0, 1-2=-942/0, 2-3=-2350/0, 3-4=-3226/0, 4-5=-3614/0, 5-6=-3614/0, 6-7=-3207/0, 7-8=-2322/0, 8-9=-900/0 BOT CHORD 18-19=0/1777, 17-18=0/2893, 16-17=0/3614, 15-16=0/3614, 14-15=0/3546, 13-14=0/3546, 12-13=0/2878, 11-12=0/1741 WEBS 9-11=0/1303, 1-19=0/1295, 8-11=-1250/0, 2-19=-1242/0, 8-12=0/865, 2-18=0/851, 7-12=-826/0, 3-18=-808/0, 7-13=0/490, 3-17=0/556, 6-13=-490/0, 4-17=-751/0, 6-15=-284/549, 4-16=-123/265 NOTES-(4) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F04 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T25037854 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:32 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-dprs7vFfniHwRklXLQsCp18B93YQjbRTKGhQmJynHcn Scale = 1:28.7 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 3x4 1.5x3 4x6 1.5x3 3x6 3x4 4x4 5x8 6x8 5x6 3x4 3x6 3x4 4x4 7x10 3x6 3x6 1.5x3 3x4 1.5x3 3x6 3x6 1-6-0 1-6-0 2-9-0 1-3-0 4-0-0 1-3-0 5-3-8 1-3-8 7-9-8 2-6-0 9-1-4 1-3-12 10-1-4 1-0-0 11-5-12 1-4-8 12-10-4 1-4-8 15-7-0 2-8-12 16-11-8 1-4-8 1-3-0 2-0-8 0-11-4 1-2-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [2:0-3-0,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.33 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 0.01 (loc) 17-18 17-18 14 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 120 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)21=0-5-0, 10=0-3-8, 14=0-3-8 Max Uplift 10=-206(LC 3) Max Grav 21=656(LC 10), 10=241(LC 4), 14=2077(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-639/0, 1-2=-615/0, 2-3=-1272/0, 3-4=-1272/0, 4-5=-1361/0, 6-7=-159/629, 7-8=-159/629, 8-9=-106/271 BOT CHORD 19-20=0/1272, 18-19=0/1272, 17-18=0/1513, 16-17=0/1131, 15-16=0/1131, 14-15=-1146/0, 13-14=-1146/0, 12-13=-629/159, 11-12=-629/159 WEBS 6-14=-2112/0, 1-20=0/843, 6-15=0/1756, 2-20=-909/0, 5-15=-1498/0, 5-17=0/345, 9-11=-384/149, 6-13=0/976, 8-11=-76/506, 7-13=-482/0, 4-18=-393/80 NOTES-(7) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=206. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 721 lb down at 9-1-4, and 193 lb down at 11-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 10-21=-10, 1-9=-100 Concentrated Loads (lb) Vert: 5=-721(F) 22=-193(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F05 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T25037855 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:32 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-dprs7vFfniHwRklXLQsCp18DT3VBjldTKGhQmJynHcn Scale = 1:16.5 1 2 3 4 5 11 10 9 8 7 6 12 1.5x3 1.5x3 3x6 1.5x3 1-6-0 1-6-0 7-7-0 6-1-0 8-11-8 1-4-8 1-3-0 1-11-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [8:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.54 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.08 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 50 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-5-0, 6=Mechanical Max Grav 11=476(LC 1), 6=482(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-467/0, 5-6=-482/0, 1-2=-369/0, 2-3=-740/0, 3-4=-740/0, 4-5=-361/0 BOT CHORD 9-10=0/740, 8-9=0/740, 7-8=0/673 WEBS 5-7=0/522, 1-10=0/503, 4-7=-465/0, 2-10=-525/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F06 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T25037856 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:33 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-5?PELFGHY?Pm2uKku7ORLFhHNTmnS44dZwRzIlynHcm Scale = 1:19.3 1 2 3 4 5 6 14 13 12 11 10 9 8 7 15 3x4 3x4 4x6 1.5x3 5x6 5x6 4x6 5x6 6x8 3x4 3x6 3x6 3x6 3x4 1.5x3 1-6-0 1-6-0 2-9-0 1-3-0 4-0-0 1-3-0 7-9-8 3-9-8 9-1-4 1-3-12 10-2-8 1-1-4 11-7-0 1-4-8 1-3-0 2-0-8 1-0-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:0-1-8,0-0-8], [2:0-3-0,Edge], [6:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.84 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.20 0.02 (loc) 10-11 10-11 7 l/defl >938 >692 n/a L/d 360 240 n/a PLATES MT20 Weight: 82 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-5-0, 7=0-3-0 Max Grav 14=786(LC 1), 7=1382(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-764/0, 6-7=-1375/0, 1-2=-787/0, 2-3=-1645/0, 3-4=-1645/0, 4-5=-2132/0, 5-6=-1111/0 BOT CHORD 12-13=0/1645, 11-12=0/1645, 10-11=0/2152, 9-10=0/2022, 8-9=0/2022 WEBS 6-8=0/1571, 1-13=0/1080, 5-8=-1415/0, 2-13=-1185/0, 3-11=0/452, 4-11=-795/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 721 lb down at 9-1-4, and 193 lb down at 11-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-14=-10, 1-6=-100 Concentrated Loads (lb) Vert: 5=-721(B) 15=-193(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F07 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T25037857 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:34 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-ZBydYbHvJJYdg2vwSrvguSEVFt78BdEmnaAXqBynHcl Scale = 1:34.4 1 2 3 4 5 6 7 8 9 10 23 22 21 20 19 18 17 16 15 14 13 12 11 24 3x6 FP 1.5x3 1.5x3 2x4 3x8 4x4 3x6 3x6 1.5x3 1.5x3 1-6-0 1-6-0 2-9-0 1-3-0 4-0-0 1-3-0 5-2-0 1-2-0 7-8-0 2-6-0 10-2-0 2-6-0 11-5-12 1-3-12 12-9-8 1-3-12 18-10-8 6-1-0 20-3-0 1-4-8 1-3-0 2-0-8 1-11-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [10:0-2-8,Edge], [20:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.68 0.83 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.18 0.02 (loc) 19-20 19-20 11 l/defl >999 >774 n/a L/d 360 240 n/a PLATES MT20 Weight: 110 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)23=0-5-0, 11=0-3-0, 16=0-3-8 Max Grav 23=571(LC 10), 11=460(LC 4), 16=1255(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-551/0, 10-11=-465/0, 1-2=-469/0, 2-3=-1007/0, 3-4=-1007/0, 4-5=-892/0, 6-7=-260/373, 7-8=-655/130, 8-9=-655/130, 9-10=-345/0 BOT CHORD 21-22=0/1007, 20-21=0/1007, 19-20=0/1072, 17-19=0/647, 16-17=-650/0, 15-16=-650/0, 14-15=-130/655, 13-14=-130/655, 12-13=0/630 WEBS 6-16=-1186/0, 1-22=0/642, 6-17=0/773, 2-22=-761/0, 5-17=-766/0, 5-19=0/415, 10-12=0/500, 6-15=0/604, 9-12=-424/39, 7-15=-769/0, 4-19=-336/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F08 Truss Type Floor Girder Qty 1 Ply 1 Job Reference (optional) T25037858 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:35 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-1NW?mxIX4dgUICU60YQvRgmfeGc_w2rw0Ew4NeynHck Scale = 1:10.31234 8 7 6 5 9 1.5x3 1.5x3 3x8 3x8 4x4 4x4 3x6 3x6 3-7-8 3-7-8 0-9-8 1-6-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-3-0,0-0-0], [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.21 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 7 6-7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 27 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=721(LC 3), 5=696(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-708/0, 4-5=-689/0, 1-2=-569/0, 2-3=-569/0, 3-4=-569/0 BOT CHORD 6-7=0/569 WEBS 4-6=0/994, 1-7=0/994, 2-7=-816/0, 3-6=-803/0 NOTES-(6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1051 lb down at 1-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-428(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F09 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T25037859 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:36 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Va4NzHJArwoLvM3IaFx8ztJ_eg_gfb13Fufdv4ynHcj Scale = 1:10.31234 8 7 6 5 1.5x3 1.5x3 3x4 3x4 3x4 3x4 1.5x3 1.5x3 3-7-8 3-7-8 0-9-8 1-6-8 1-6-01-6-0Plate Offsets (X,Y)-- [4:0-1-8,Edge], [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.06 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 23 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 5=Mechanical Max Grav 8=193(LC 1), 5=193(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F10 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T25037860 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:36 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Va4NzHJArwoLvM3IaFx8ztJqYgqPfTs3Fufdv4ynHcj Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 2x4 3x4 4x6 1.5x3 4x4 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x4 3x4 3x6 3x6 3x6 3x4 3x4 1.5x3 1-4-8 1-4-8 3-10-8 2-6-0 6-4-8 2-6-0 11-4-0 4-11-8 12-8-8 1-4-8 15-2-8 2-6-0 17-8-8 2-6-0 19-2-8 1-6-0 1-3-0 1-11-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.65 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.35 0.05 (loc) 14-15 14-15 10 l/defl >907 >661 n/a L/d 360 240 n/a PLATES MT20 Weight: 106 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=Mechanical, 10=0-5-0 Max Grav 20=1046(LC 1), 10=1040(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1039/0, 9-10=-1034/0, 1-2=-893/0, 2-3=-2303/0, 3-4=-3178/0, 4-5=-3566/0, 5-6=-3566/0, 6-7=-3192/0, 7-8=-2331/0, 8-9=-935/0 BOT CHORD 18-19=0/1729, 17-18=0/2846, 16-17=0/3566, 15-16=0/3566, 14-15=0/3518, 13-14=0/3518, 12-13=0/2875, 11-12=0/1762 WEBS 9-11=0/1286, 1-19=0/1294, 8-11=-1231/0, 2-19=-1243/0, 8-12=0/846, 2-18=0/852, 7-12=-808/0, 3-18=-808/0, 7-13=0/472, 3-17=0/551, 6-13=-472/0, 4-17=-740/0, 6-15=-299/518, 4-16=-118/264 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F11 Truss Type Floor Qty 4 Ply 1 Job Reference (optional) T25037861 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:37 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-zmelAdJocEwCXVeV7zSNW5s0h4BGOwICTYPBRWynHci Scale = 1:31.5 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 2x4 2x4 4x4 4x4 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x4 3x4 3x6 3x4 3x4 1.5x3 1.5x3 1.5x3 1-4-8 1-4-8 3-10-8 2-6-0 6-4-8 2-6-0 11-0-15 4-8-7 12-5-7 1-4-8 14-11-7 2-6-0 17-5-7 2-6-0 18-9-15 1-4-8 1-3-0 1-11-7 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.61 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.32 0.05 (loc) 15 15 10 l/defl >980 >710 n/a L/d 360 240 n/a PLATES MT20 Weight: 99 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=Mechanical, 10=Mechanical Max Grav 20=1029(LC 1), 10=1029(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1021/0, 9-10=-1022/0, 1-2=-877/0, 2-3=-2254/0, 3-4=-3099/0, 4-5=-3451/0, 5-6=-3451/0, 6-7=-3096/0, 7-8=-2255/0, 8-9=-877/0 BOT CHORD 18-19=0/1697, 17-18=0/2782, 16-17=0/3451, 15-16=0/3451, 14-15=0/3411, 13-14=0/3411, 12-13=0/2789, 11-12=0/1695 WEBS 9-11=0/1270, 1-19=0/1270, 8-11=-1217/0, 2-19=-1219/0, 8-12=0/832, 2-18=0/828, 7-12=-793/0, 3-18=-785/0, 7-13=0/457, 3-17=0/532, 6-13=-455/0, 4-17=-696/0, 6-15=-298/493, 4-16=-121/256 NOTES-(4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F12 Truss Type Floor Qty 2 Ply 1 Job Reference (optional) T25037862 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:38 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-RyC7OzKQNY239fDhhgzc2IOBRUXV7NYMiC8kzzynHch Scale = 1:31.5 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 2x4 2x4 4x4 4x4 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x4 3x4 3x6 3x4 3x4 1.5x3 1.5x3 1.5x3 1-4-8 1-4-8 3-10-8 2-6-0 6-4-8 2-6-0 11-0-15 4-8-7 12-5-7 1-4-8 14-11-7 2-6-0 17-5-7 2-6-0 18-9-15 1-4-8 1-3-0 1-11-7 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.61 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.32 0.05 (loc) 15 15 10 l/defl >980 >710 n/a L/d 360 240 n/a PLATES MT20 Weight: 99 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-0, 10=Mechanical Max Grav 20=1029(LC 1), 10=1029(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1021/0, 9-10=-1022/0, 1-2=-877/0, 2-3=-2254/0, 3-4=-3099/0, 4-5=-3451/0, 5-6=-3451/0, 6-7=-3096/0, 7-8=-2255/0, 8-9=-877/0 BOT CHORD 18-19=0/1697, 17-18=0/2782, 16-17=0/3451, 15-16=0/3451, 14-15=0/3411, 13-14=0/3411, 12-13=0/2789, 11-12=0/1695 WEBS 9-11=0/1270, 1-19=0/1270, 8-11=-1217/0, 2-19=-1219/0, 8-12=0/832, 2-18=0/828, 7-12=-793/0, 3-18=-785/0, 7-13=0/457, 3-17=0/532, 6-13=-455/0, 4-17=-696/0, 6-15=-298/493, 4-16=-121/256 NOTES-(4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F13 Truss Type Floor Qty 9 Ply 1 Job Reference (optional) T25037863 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:38 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-RyC7OzKQNY239fDhhgzc2IOAHUW_7NPMiC8kzzynHch Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 2x4 2x4 4x4 4x4 4x6 4x6 4x4 4x4 4x4 4x4 3x4 3x4 3x4 3x4 3x6 3x6 3x4 1.5x3 3x4 3x6 1-4-8 1-4-8 3-10-8 2-6-0 6-4-8 2-6-0 10-1-0 3-8-8 12-8-8 2-7-8 15-2-8 2-6-0 17-8-8 2-6-0 19-1-0 1-4-8 1-3-0 1-11-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge], [10:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.64 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.34 0.05 (loc) 14-15 14-15 10 l/defl >916 >668 n/a L/d 360 240 n/a PLATES MT20 Weight: 104 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)20=0-5-0, 10=0-3-0 Max Grav 20=1043(LC 1), 10=1043(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1035/0, 9-10=-1036/0, 1-2=-890/0, 2-3=-2293/0, 3-4=-3162/0, 4-5=-3544/0, 5-6=-3544/0, 6-7=-3160/0, 7-8=-2294/0, 8-9=-890/0 BOT CHORD 18-19=0/1723, 17-18=0/2834, 16-17=0/3544, 15-16=0/3544, 14-15=0/3489, 13-14=0/3489, 12-13=0/2840, 11-12=0/1721 WEBS 9-11=0/1289, 1-19=0/1289, 8-11=-1236/0, 2-19=-1238/0, 8-12=0/851, 2-18=0/848, 7-12=-812/0, 3-18=-804/0, 7-13=0/476, 3-17=0/546, 6-13=-476/0, 4-17=-733/0, 4-16=-120/261, 6-15=-291/523 NOTES-(3) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F14 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T25037864 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:39 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-w9mVbJL28rAwmpotFOUrbWxNJuo4steVxsuIWPynHcg Scale = 1:23.4 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 1.5x3 1.5x3 4x4 4x4 4x4 4x4 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 9-11-8 5-11-8 12-5-8 2-6-0 13-10-0 1-4-8 1-3-0 1-11-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [7:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.91 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.18 0.03 (loc) 10-11 10-11 8 l/defl >999 >916 n/a L/d 360 240 n/a PLATES MT20 Weight: 74 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-5-0, 8=0-5-0 Max Grav 15=744(LC 1), 8=751(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-741/0, 7-8=-743/0, 1-2=-641/0, 2-3=-1498/0, 3-4=-1825/0, 4-5=-1825/0, 5-6=-1487/0, 6-7=-612/0 BOT CHORD 13-14=0/1196, 12-13=0/1825, 11-12=0/1825, 10-11=0/1751, 9-10=0/1183 WEBS 7-9=0/887, 1-14=0/880, 6-9=-848/0, 2-14=-825/0, 6-10=0/452, 2-13=0/459, 5-10=-393/0, 3-13=-557/0, 5-11=-88/351 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss F15 Truss Type Floor Qty 1 Ply 1 Job Reference (optional) T25037865 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:40 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-OLKupeMgv9InOzN4p5048jUcUHC5bGcfAWdr2rynHcf Scale = 1:36.0 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 4x4 3x6 FP 3x8 SP 1.5x3 4x6 2x4 4x6 3x6 FP 5x6 5x6 4x4 4x4 4x4 4x4 3x4 3x4 3x6 1.5x3 3x6 1.5x3 3x4 3x4 3x4 3x4 3x4 1.5x3 1.5x3 1-6-0 1-6-0 4-0-0 2-6-0 12-4-8 8-4-8 17-6-0 5-1-8 20-0-0 2-6-0 21-4-8 1-4-8 1-3-0 1-9-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-1-8,Edge], [13:0-1-8,Edge], [14:0-1-8,Edge], [20:0-1-8,Edge], [25:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.67 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.43 0.08 (loc) 19 18-19 14 l/defl >814 >594 n/a L/d 360 240 n/a PLATES MT20 Weight: 116 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)25=0-3-0, 14=0-5-0 Max Grav 25=1159(LC 1), 14=1165(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-1153/0, 13-14=-1158/0, 1-2=-1055/0, 2-3=-2662/0, 3-4=-3793/0, 4-5=-3793/0, 5-6=-4453/0, 6-7=-4453/0, 7-8=-4342/0, 8-10=-3767/0, 10-11=-3767/0, 11-12=-2628/0, 12-13=-1008/0 BOT CHORD 23-24=0/1993, 22-23=0/3303, 20-22=0/4163, 19-20=0/4453, 18-19=0/4453, 17-18=0/4180, 16-17=0/3279, 15-16=0/1952 WEBS 13-15=0/1460, 1-24=0/1452, 12-15=-1403/0, 2-24=-1395/0, 12-16=0/1006, 2-23=0/995, 11-16=-968/0, 3-23=-953/0, 11-17=0/707, 3-22=0/709, 8-17=-597/0, 5-22=-539/0, 8-18=-5/428, 5-20=-54/723, 7-18=-504/201, 6-20=-335/0 NOTES-(5) 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 21 = 11% 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037866 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:41 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-sXuG0_MIgTQe07xGMpXJgx0iOheqKlKoOANOaHynHce Scale = 1:18.2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x6 3x6 6x8 6x8 6x8 6x8 1-5-4 1-5-4 2-9-4 1-4-0 4-1-4 1-4-0 5-5-4 1-4-0 6-9-4 1-4-0 8-1-4 1-4-0 9-6-12 1-5-8 11-0-0 1-5-41-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.31 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-0-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 18=-2112(LC 6), 10=-2112(LC 7), 17=-2085(LC 7), 11=-2084(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 14, 13, 12 except 18=2138(LC 5), 10=2138(LC 4), 17=2167(LC 4), 11=2170(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2133/2117, 9-10=-2133/2117, 1-2=-2071/2073, 2-3=-1587/1537, 3-4=-1066/1068, 4-5=-545/547, 5-6=-496/498, 6-7=-1017/1019, 7-8=-1587/1589, 8-9=-2071/2073 BOT CHORD 17-18=-537/537, 16-17=-1589/1587, 15-16=-1068/1066, 14-15=-547/545, 13-14=-498/496, 12-13=-1019/1017, 11-12=-1589/1587, 10-11=-538/538 WEBS 1-17=-3008/3005, 9-11=-3008/3005 NOTES-(9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2112 lb uplift at joint 18, 2112 lb uplift at joint 10, 2085 lb uplift at joint 17 and 2084 lb uplift at joint 11. 7) This truss has been designed for a total drag load of 4300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 11-0-0 for 390.9 plf. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037867 8.430 s Jul 16 2021 MiTek Industries, Inc. Mon Aug 16 23:22:17 2021 Page 1 Builders FirstSource, Jacksonville, Fl 32244 ID:PNAE2BXP3aYjM120mKRheoyoFUR-eyZSZfCabXNcSrcusxgkD5zQVPO7goWSlTDTPvyn7I4 Scale: 3/4"=1' 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 4x4 2x4 5x6 5x6 5x6 5x6 1-5-4 1-5-4 2-9-4 1-4-0 4-1-4 1-4-0 5-5-4 1-4-0 6-9-4 1-4-0 7-2-11 0-5-7 8-7-15 1-5-41-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [9:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.21 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-7-15. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 16=-1515(LC 6), 9=-1514(LC 7), 15=-1489(LC 7), 10=-1490(LC 6) Max Grav All reactions 250 lb or less at joint(s) 14, 13, 12, 11 except 16=1541(LC 5), 9=1541(LC 4), 15=1571(LC 4), 10=1554(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1535/1520, 8-9=-1535/1519, 1-2=-1478/1480, 2-3=-1035/1037, 3-4=-557/560, 4-5=-395/397, 5-6=-873/875, 6-7=-1035/1037, 7-8=-1478/1480 BOT CHORD 15-16=-492/492, 14-15=-1037/1035, 13-14=-560/558, 12-13=-397/395, 11-12=-875/873, 10-11=-1037/1035, 9-10=-492/492 WEBS 1-15=-2162/2159, 8-10=-2162/2159 NOTES-(10) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1515 lb uplift at joint 16, 1514 lb uplift at joint 9, 1489 lb uplift at joint 15 and 1490 lb uplift at joint 10. 8) This truss has been designed for a total drag load of 3100 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 8-7-15 for 357.9 plf. 9) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037868 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:42 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-KkReEKNwRmYVdHWSwW2YD8Z0M51o3JQxdq6y6kynHcd Scale = 1:17.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 3x4 3x4 3x4 3x4 3x4 1-6-12 1-6-12 2-10-12 1-4-0 4-2-12 1-4-0 5-6-12 1-4-0 6-10-12 1-4-0 8-2-12 1-4-0 8-11-4 0-8-8 10-4-8 1-5-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [9:0-1-8,Edge], [11:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 54 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18,10-11. REACTIONS.All bearings 10-4-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 11, 16, 15, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW4 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037869 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:43 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-ow?0RgOZB4gMFQ5fUEZnlM6B4VN2omg5sTsVfAynHcc Scale = 1:14.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 3x4 3x4 3x4 3x4 1-5-4 1-5-4 2-9-4 1-4-0 4-1-4 1-4-0 5-5-4 1-4-0 6-1-4 0-8-0 7-6-8 1-5-41-6-01-6-0Plate Offsets (X,Y)-- [7:0-1-8,Edge], [9:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 7-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 7-6-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 8, 13, 9, 12, 11, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW5 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037870 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:44 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-G6ZOe0PByOoDtagr2x40IZeMsvjHXDwE47b3BcynHcb Scale = 1:11.7 1 2 3 4 5 6 12 11 10 9 8 7 3x4 3x4 3x4 3x4 1-5-4 1-5-4 2-9-4 1-4-0 4-1-4 1-4-0 4-7-4 0-6-0 6-0-8 1-5-41-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [8:0-1-8,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 6-0-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 8, 10, 9 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW6 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037871 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:45 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-kJ7nsMQpjhw3VkF1bebFrnBXbI3WGgAOJnLcj3ynHca Scale = 1:15.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 3x4 3x4 3x4 1-5-4 1-5-4 2-9-4 1-4-0 4-1-4 1-4-0 5-5-4 1-4-0 6-9-4 1-4-0 7-1-12 0-4-8 8-7-0 1-5-41-6-01-6-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [10:0-1-8,Edge], [15:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 8-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 15-16,9-10. REACTIONS.All bearings 8-7-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 10, 14, 13, 12, 11 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW7 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037872 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:46 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-CVh93iQRU?2w6uqD9M7UN_kiMiPk?7QXYR49FVynHcZ Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 33 3x4 3x4 3x4 3x4 3x4 1-5-4 1-5-4 1-7-12 0-2-8 2-11-12 1-4-0 4-3-12 1-4-0 5-7-12 1-4-0 6-11-12 1-4-0 8-3-12 1-4-0 9-7-12 1-4-0 10-11-12 1-4-0 12-3-12 1-4-0 13-7-12 1-4-0 14-11-12 1-4-0 16-3-12 1-4-0 17-7-12 1-4-0 19-2-8 1-6-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [16:0-1-8,Edge], [18:0-1-8,Edge], [31:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 18 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 94 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 31-32,17-18. REACTIONS.All bearings 19-2-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 17, 18, 31, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FKW8 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T25037873 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:46 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-CVh93iQRU?2w6uqD9M7UN_kiKiPk?7QXYR49FVynHcZ Scale: 3/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 3x4 3x4 3x4 1-5-4 1-5-4 2-9-4 1-4-0 4-1-4 1-4-0 5-5-4 1-4-0 6-9-4 1-4-0 8-1-4 1-4-0 9-5-4 1-4-0 10-9-4 1-4-0 12-1-4 1-4-0 13-5-4 1-4-0 14-9-4 1-4-0 16-1-4 1-4-0 17-5-4 1-4-0 17-7-4 0-2-0 19-1-0 1-5-121-6-01-6-0Plate Offsets (X,Y)-- [16:0-1-8,Edge], [18:0-1-8,Edge], [31:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 31-32,17-18. REACTIONS.All bearings 19-1-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 17, 31, 18, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(6) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss FS1 Truss Type Floor Supported Gable Qty 9 Ply 1 Job Reference (optional) T25037874 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:47 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-hhFXH2R3FJAnk2PQj3ejwCGrt6jnkUuhn5qjoxynHcY Scale = 1:10.412 4 3 2x4 4x4 1.5x3 4x4 1-8-0 1-8-01-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.15 0.40 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: 11 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=1-8-0, 3=1-8-0 Max Uplift 4=-735(LC 6), 3=-735(LC 7) Max Grav 4=776(LC 5), 3=776(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-768/743, 1-2=-759/759 BOT CHORD 3-4=-759/759 WEBS 1-3=-1130/1130 NOTES-(8) 1) Unbalanced floor live loads have been considered for this design. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 4 and 735 lb uplift at joint 3. 6) This truss has been designed for a total drag load of 912 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-8-0 for 547.2 plf. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss HJ01 Truss Type DIAGONAL HIP GIRDER Qty 5 Ply 1 Job Reference (optional) T25037875 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:48 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-9upvUNSh0cIeMC_cHn9ySPpxpWx5T_fq?lZGKNynHcX Scale = 1:23.4 1 2 3 7 6 8 9 10 4 11 12 13 53x4 3x4 2x4 3x4 5-2-5 5-2-5 9-10-13 4-8-8 -1-10-10 1-10-10 5-2-5 5-2-5 9-10-13 4-8-8 0-4-33-10-33-5-153-10-34.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.59 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.06 -0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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 7-4-3 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-12, 5=Mechanical Max Horz 2=234(LC 22) Max Uplift 4=-149(LC 4), 2=-372(LC 4), 5=-281(LC 4) Max Grav 4=129(LC 1), 2=412(LC 1), 5=218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/523 BOT CHORD 2-7=-574/473, 6-7=-574/473 WEBS 3-6=-514/624 NOTES-(9) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 4, 372 lb uplift at joint 2 and 281 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 128 lb up at 1-6-12, 112 lb down and 128 lb up at 1-6-12, 25 lb down and 57 lb up at 4-4-12, 25 lb down and 57 lb up at 4-4-12, and 51 lb down and 135 lb up at 7-2-11, and 51 lb down and 135 lb up at 7-2-11 on top chord, and 12 lb up at 1-6-12, 12 lb up at 1-6-12, 5 lb down and 34 lb up at 4-4-12, 5 lb down and 34 lb up at 4-4-12, and 28 lb down and 60 lb up at 7-2-11, and 28 lb down and 60 lb up at 7-2-11 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). 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=-10 Concentrated Loads (lb) Vert: 8=62(F=31, B=31) 10=-71(F=-36, B=-36) 13=-19(F=-9, B=-9) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss HJ02 Truss Type DIAGONAL HIP GIRDER Qty 2 Ply 1 Job Reference (optional) T25037876 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:49 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-d4MHijTKnwQVzLZoqUgB?dM36wKOCRnzEPJqsqynHcW Scale = 1:29.9 1 2 3 8 7 6 9 10 4 11 12 5 3x6 4x4 3x4 3x4 3x4 4-6-0 4-6-0 9-10-13 5-4-13 -1-10-10 1-10-10 4-6-0 4-6-0 9-10-13 5-4-13 1-10-35-4-34-11-155-4-34.24 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.40 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.08 -0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-7-12, 4=Mechanical, 5=Mechanical Max Horz 8=200(LC 22) Max Uplift 8=-510(LC 4), 4=-172(LC 4), 5=-296(LC 8) Max Grav 8=410(LC 35), 4=145(LC 1), 5=212(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-396/459, 2-3=-345/391 BOT CHORD 6-7=-491/301 WEBS 2-7=-354/369, 3-6=-354/576 NOTES-(9) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 lb uplift at joint 8, 172 lb uplift at joint 4 and 296 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 119 lb up at 1-6-12, 104 lb down and 119 lb up at 1-6-12, 31 lb down and 85 lb up at 4-4-12, 31 lb down and 85 lb up at 4-4-12, and 52 lb down and 144 lb up at 7-2-11, and 52 lb down and 144 lb up at 7-2-11 on top chord, and 32 lb down and 54 lb up at 1-6-12, 32 lb down and 54 lb up at 1-6-12, 14 lb down and 27 lb up at 4-4-12, 14 lb down and 27 lb up at 4-4-12, and 23 lb down and 38 lb up at 7-2-11, and 23 lb down and 38 lb up at 7-2-11 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 5-8=-10 Concentrated Loads (lb) Vert: 7=1(F=1, B=1) 9=62(F=31, B=31) 10=-61(F=-30, B=-30) 12=-29(F=-15, B=-15) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T01 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25037877 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:50 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-5Gwgv3TyYEZMbV7?OCBQYquL2Jb4xos7T32NOGynHcV Scale = 1:22.8 1 2 3 4 6 5789 2x4 6x8 4x4 3x8 3x10 3-7-8 3-7-8 7-0-0 3-4-8 -1-4-0 1-4-0 3-7-8 3-7-8 7-0-0 3-4-8 0-4-33-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.75 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-5-8 Max Horz 2=215(LC 23) Max Uplift 5=-822(LC 8), 2=-603(LC 8) Max Grav 5=1438(LC 1), 2=1214(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1799/801 BOT CHORD 2-6=-836/1559, 5-6=-836/1559 WEBS 3-6=-693/1530, 3-5=-1778/953 NOTES-(9) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 822 lb uplift at joint 5 and 603 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 842 lb down and 393 lb up at 2-3-4, and 842 lb down and 393 lb up at 4-3-4, and 591 lb down and 331 lb up at 6-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-10 Concentrated Loads (lb) Vert: 7=-760(B) 8=-760(B) 9=-591(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T02 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25037878 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:51 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-ZTU26PUaJXhDDfiByvif42RX?j66gOMGhjowxiynHcU Scale = 1:45.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 36 35 34 33 32 31 30 29 28 27 26 25 24 23 224x8 3x4 4x8 3x6 3x4 3x4 24-5-8 24-5-8 -1-4-0 1-4-0 12-2-12 12-2-12 24-5-8 12-2-12 25-9-8 1-4-0 0-4-36-1-100-4-36.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-2-1], [11:0-2-0,Edge], [20:0-4-0,0-2-1], [28:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-5-8. (lb) - Max Horz 2=-150(LC 17) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23 except 36=-120(LC 12), 22=-128(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 30, 31, 32, 33, 34, 35, 36, 29, 27, 26, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-4-13 to 2-1-3, Exterior(2N) 2-1-3 to 12-2-12, Corner(3R) 12-2-12 to 15-6-12, Exterior(2N) 15-6-12 to 25-10-5 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23 except (jt=lb) 36=120, 22=128. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T03 Truss Type COMMON Qty 3 Ply 1 Job Reference (optional) T25037879 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:52 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-1f2QKlVC4rp4qpHNWdDudFzeo7JnPnqQwNXUT9ynHcT Scale = 1:43.9 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x4 3x4 3x6 3x4 2x4 3x4 2x4 3x4 8-4-0 8-4-0 16-1-8 7-9-9 24-5-8 8-4-0 -1-4-0 1-4-0 6-4-10 6-4-10 12-2-12 5-10-2 18-0-14 5-10-2 24-5-8 6-4-10 25-9-8 1-4-0 0-4-36-5-90-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-10], [6:0-2-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.61 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.21 0.04 (loc) 8-10 2-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 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 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. REACTIONS. (size)2=0-5-8, 6=0-5-8 Max Horz 2=157(LC 12) Max Uplift 2=-443(LC 12), 6=-443(LC 13) Max Grav 2=920(LC 2), 6=920(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1455/710, 3-4=-1308/705, 4-5=-1308/705, 5-6=-1455/710 BOT CHORD 2-10=-593/1241, 8-10=-254/832, 6-8=-526/1241 WEBS 4-8=-289/532, 5-8=-312/343, 4-10=-288/532, 3-10=-312/342 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 12-2-12, Exterior(2R) 12-2-12 to 15-8-12, Interior(1) 15-8-12 to 25-10-5 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=443, 6=443. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T04 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25037880 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:53 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-VrcoX5Wqr9xxSzsa3Kl79TWoxXeM8DgZ91H1?bynHcS Scale = 1:42.5 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 4x4 3x4 3x4 3x6 3x4 2x4 3x4 2x4 8-4-0 8-4-0 16-1-8 7-9-9 24-5-8 8-4-0 -1-4-0 1-4-0 6-4-10 6-4-10 12-2-12 5-10-2 18-0-14 5-10-2 24-5-8 6-4-10 0-4-36-5-90-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-10], [6:0-2-0,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.46 0.65 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.24 0.04 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-5-8 Max Horz 2=172(LC 12) Max Uplift 6=-383(LC 13), 2=-446(LC 12) Max Grav 6=852(LC 2), 2=929(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1472/729, 3-4=-1325/723, 4-5=-1350/745, 5-6=-1489/753 BOT CHORD 2-9=-613/1257, 7-9=-290/849, 6-7=-590/1292 WEBS 4-7=-312/567, 5-7=-340/366, 4-9=-289/530, 3-9=-312/343 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 12-2-12, Exterior(2R) 12-2-12 to 15-8-12, Interior(1) 15-8-12 to 24-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 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) 6=383, 2=446. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T05 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T25037881 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:54 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-z1AAlRWScS3o47Rmd1GMig3wlx3ttYCjOh0aX1ynHcR Scale = 1:43.3 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 4x6 3x4 3x4 3x6 3x4 3x6 3x8 3x4 2x4 4-0-0 4-0-0 4-2-12 0-2-12 12-2-12 8-0-0 18-0-14 5-10-2 24-5-8 6-4-10 -1-4-0 1-4-0 4-2-12 4-2-12 12-2-12 8-0-0 18-0-14 5-10-2 24-5-8 6-4-10 0-4-36-5-90-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.38 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.13 0.01 (loc) 9-10 9-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 10=0-5-8 Max Horz 10=172(LC 16) Max Uplift 6=-323(LC 13), 10=-535(LC 12) Max Grav 6=598(LC 1), 10=1038(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-710/394, 3-4=-598/334, 4-5=-568/318, 5-6=-1019/515 BOT CHORD 2-10=-280/711, 9-10=-280/672, 7-9=-372/848, 6-7=-372/848 WEBS 3-10=-968/896, 3-9=-674/746, 5-9=-486/410 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 12-2-12, Exterior(2R) 12-2-12 to 15-8-12, Interior(1) 15-8-12 to 24-4-12 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 6=323, 10=535. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T06 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25037882 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:55 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-SEkZynX4NmBfhG0yBlnbEub2?KIBc?EscLm84UynHcQ Scale = 1:62.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 4x6 7x10 7x8 3x4 3x8 3x8 7x10 2x4 2x4 8x10 3x8 3x10 4-0-0 4-0-0 4-2-12 0-2-12 12-2-12 8-0-0 17-5-8 5-2-12 22-8-4 5-2-12 27-11-0 5-2-12 34-11-0 7-0-0 -1-4-0 1-4-0 4-2-12 4-2-12 12-2-12 8-0-0 17-5-8 5-2-12 22-8-4 5-2-12 27-11-0 5-2-12 34-11-0 7-0-0 36-3-0 1-4-0 0-4-33-10-36-5-90-4-33-10-36.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-3-8], [7:0-5-12,0-3-4], [8:0-2-9,0-1-8], [11:0-3-12,0-5-4], [13:0-3-4,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.76 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 -0.46 0.07 (loc) 10-11 10-11 8 l/defl >873 >796 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-5: 2x4 SP No.2, 5-7: 2x6 SP No.2, 7-9: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. WEBS 1 Row at midpt 3-13, 5-13 REACTIONS. (size)14=0-5-8, 8=0-5-8 Max Horz 14=157(LC 8) Max Uplift 14=-1116(LC 8), 8=-1787(LC 9) Max Grav 14=1954(LC 1), 8=2394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-217/354, 3-4=-1949/1286, 4-5=-1905/1268, 5-6=-5434/3867, 6-7=-5434/3868, 7-8=-4857/3632 BOT CHORD 13-14=-245/313, 12-13=-2728/4251, 11-12=-2733/4257, 10-11=-3068/4218, 8-10=-3098/4254 WEBS 3-14=-1847/1152, 3-13=-1105/1947, 4-13=-934/1376, 5-13=-3111/2260, 5-11=-1226/1438, 6-11=-388/375, 7-11=-707/1452, 7-10=-692/834 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1116, 8=1787. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 190 lb up at 25-10-4, and 266 lb down and 338 lb up at 27-11-0 on top chord, and 1428 lb down and 832 lb up at 24-6-4, and 71 lb down and 75 lb up at 25-10-4, and 243 lb down and 381 lb up at 27-10-4 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 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T06 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T25037882 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:56 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-wQIxA7Yj84JWJQb8lSIqn58DlkeQLSU?r?VhcwynHcP LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 7-9=-54, 2-8=-10 Concentrated Loads (lb) Vert: 7=-169(F) 10=-228(F) 15=-116(F) 16=-1428(F) 17=-24(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 Componentavailable 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 2817017 Truss T07 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T25037883 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:57 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-OcrJNSZLuNRMxaALIAp3KJhRa8?94_?94fFF8MynHcO Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 4x6 4x4 4x8 3x4 4x4 3x6 6x8 2x4 3x8 3x4 2x4 3x6 3x4 4-0-0 4-0-0 4-2-12 0-2-12 12-2-12 8-0-0 20-6-8 8-3-12 25-11-0 5-4-8 34-11-0 9-0-0 -1-4-0 1-4-0 4-2-12 4-2-12 12-2-12 8-0-0 15-5-8 3-2-12 20-6-8 5-1-0 25-11-0 5-4-8 30-1-12 4-2-12 34-11-0 4-9-4 36-3-0 1-4-0 0-4-34-10-36-5-90-4-34-10-36.00 12 Plate Offsets (X,Y)-- [7:0-5-4,0-2-0], [9:0-2-10,0-1-8], [14:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.66 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.32 0.05 (loc) 9-11 9-11 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 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 3-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14 REACTIONS. (size)15=0-5-8, 9=0-5-8 Max Horz 15=157(LC 12) Max Uplift 15=-625(LC 12), 9=-610(LC 13) Max Grav 15=1350(LC 1), 9=1034(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-711/397, 3-4=-1053/585, 4-5=-972/584, 5-6=-1556/979, 6-7=-1556/979, 7-8=-1495/885, 8-9=-1734/1020 BOT CHORD 2-15=-283/713, 14-15=-283/713, 13-14=-582/1380, 11-13=-568/1292, 9-11=-800/1483 WEBS 3-15=-1283/959, 3-14=-812/1168, 4-14=-350/615, 5-14=-927/648, 5-13=-166/263, 6-13=-319/274, 7-13=-244/345, 7-11=-75/264, 8-11=-223/263 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 12-2-12, Exterior(2E) 12-2-12 to 15-5-8, Interior(1) 15-5-8 to 25-11-0, Exterior(2R) 25-11-0 to 29-5-0, Interior(1) 29-5-0 to 36-3-13 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=625, 9=610. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25037884 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:58 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-spPhaoazfhZDYklXstKIsWDfIYPOpN?IIJ_ohoynHcN Scale = 1:61.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 4x8 4x8 3x4 3x6 4x4 3x6 4x4 3x8 2x4 3x4 3x4 2x4 3x6 3x4 4-0-0 4-0-0 4-2-12 0-2-12 11-0-0 6-9-4 17-5-8 6-5-8 23-11-0 6-5-8 29-1-12 5-2-12 34-11-0 5-9-4 -1-4-0 1-4-0 4-2-12 4-2-12 11-0-0 6-9-4 17-5-8 6-5-8 23-11-0 6-5-8 29-1-12 5-2-12 34-11-0 5-9-4 36-3-0 1-4-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [8:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.41 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.15 0.04 (loc) 11-13 11-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 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 4-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=0-5-8, 8=0-5-8 Max Horz 16=143(LC 12) Max Uplift 16=-706(LC 12), 8=-571(LC 13) Max Grav 16=1350(LC 1), 8=1034(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-732/428, 3-4=-1009/470, 4-5=-1257/697, 5-6=-1257/697, 6-7=-1376/752, 7-8=-1742/898 BOT CHORD 2-16=-319/738, 15-16=-319/717, 13-15=-347/815, 11-13=-404/1175, 10-11=-681/1483, 8-10=-681/1483 WEBS 3-16=-1282/954, 3-15=-835/1196, 4-15=-292/308, 4-13=-367/609, 5-13=-398/335, 6-11=-118/294, 7-11=-358/319 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 23-11-0, Exterior(2R) 23-11-0 to 29-1-12, Interior(1) 29-1-12 to 36-3-13 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=706, 8=571. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T09 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25037885 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:59 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-K?z3o8abQ?h4AuJjQbrXPkmqiyh1YvTSXzkLDFynHcM Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 3x6 4x6 4x6 3x6 3x4 3x6 3x8 3x6 3x4 3x8 3x4 2x4 6x8 2x4 3x6 3x4 4-0-0 4-0-0 4-2-12 0-2-12 13-0-0 8-9-4 21-11-0 8-11-0 28-1-12 6-2-12 34-11-0 6-9-4 -1-4-0 1-4-0 6-9-4 6-9-4 13-0-0 6-2-12 17-5-8 4-5-8 21-11-0 4-5-8 28-1-12 6-2-12 34-11-0 6-9-4 36-3-0 1-4-0 0-4-36-10-30-4-36-10-36.00 12 Plate Offsets (X,Y)-- [11:0-2-10,0-1-8], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.70 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.29 0.06 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 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 3-10-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)18=0-5-8, 11=0-5-8 Max Horz 18=166(LC 12) Max Uplift 18=-702(LC 12), 11=-566(LC 13) Max Grav 18=1461(LC 2), 11=1116(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-789/479, 3-4=-710/477, 4-6=-1166/493, 6-7=-988/509, 7-8=-1202/670, 8-10=-1405/678, 10-11=-1886/874 BOT CHORD 2-18=-382/801, 16-18=-235/502, 15-16=-352/1159, 13-15=-649/1620, 11-13=-649/1620 WEBS 4-16=-336/565, 6-16=-104/318, 7-16=-379/261, 8-15=-123/382, 10-15=-492/409, 4-18=-1420/1016 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 13-0-0, Exterior(2R) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 21-11-0, Exterior(2R) 21-11-0 to 26-10-6, Interior(1) 26-10-6 to 36-3-13 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=702, 11=566. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T10 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T25037886 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:37:59 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-K?z3o8abQ?h4AuJjQbrXPkmnEyglYzaSXzkLDFynHcM Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x6 4x8 4x6 3x6 4x4 3x6 3x4 2x4 3x4 3x8 3x4 2x4 3x6 4x4 7-9-4 7-9-4 15-0-0 7-2-12 19-11-0 4-11-0 27-1-12 7-2-12 34-11-0 7-9-4 -1-4-0 1-4-0 7-9-4 7-9-4 15-0-0 7-2-12 19-11-0 4-11-0 27-1-12 7-2-12 34-11-0 7-9-4 36-3-0 1-4-0 0-4-37-10-30-4-37-10-36.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.72 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.27 0.10 (loc) 14-16 14-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 183 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 3-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. WEBS 1 Row at midpt 3-14, 5-13, 8-13 REACTIONS. (size)2=0-5-8, 9=0-5-8 Max Horz 2=189(LC 12) Max Uplift 2=-615(LC 12), 9=-615(LC 13) Max Grav 2=1278(LC 2), 9=1276(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2210/958, 3-5=-1614/791, 5-6=-1374/778, 6-8=-1609/792, 8-9=-2204/958 BOT CHORD 2-16=-901/1902, 14-16=-901/1902, 13-14=-480/1378, 11-13=-738/1897, 9-11=-738/1897 WEBS 3-16=0/253, 3-14=-610/481, 5-14=-189/452, 6-13=-176/440, 8-13=-610/481, 8-11=0/252 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 15-0-0, Exterior(2E) 15-0-0 to 19-11-0, Exterior(2R) 19-11-0 to 24-10-6, Interior(1) 24-10-6 to 36-3-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=615, 9=615. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T11 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) T25037887 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:01 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-GO5qDqcrycxoPBT6X?u?U9rBtlKw0l2k?HDSH7ynHcK Scale = 1:66.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 3x6 4x6 4x6 3x6 4x4 3x6 3x4 2x4 3x4 3x4 3x4 3x4 3x4 2x4 3x6 4x4 8-9-4 8-9-4 17-0-0 8-2-12 17-11-0 0-11-0 26-1-12 8-2-12 34-11-0 8-9-4 -1-4-0 1-4-0 6-0-5 6-0-5 11-6-2 5-5-14 17-0-0 5-5-14 17-11-0 0-11-0 23-4-14 5-5-14 28-10-11 5-5-14 34-11-0 6-0-5 36-3-0 1-4-0 0-4-38-10-30-4-38-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.80 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.34 0.10 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 192 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 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. REACTIONS. (size)2=0-5-8, 11=0-5-8 Max Horz 2=-212(LC 17) Max Uplift 2=-610(LC 12), 11=-610(LC 13) Max Grav 2=1300(LC 2), 11=1300(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2249/987, 3-5=-2088/925, 5-6=-1469/733, 6-7=-1269/703, 7-8=-1469/733, 8-10=-2088/926, 10-11=-2249/988 BOT CHORD 2-18=-969/1955, 16-18=-687/1629, 15-16=-379/1269, 13-15=-538/1629, 11-13=-757/1955 WEBS 3-18=-256/294, 5-18=-185/456, 5-16=-541/447, 6-16=-235/503, 7-15=-235/503, 8-15=-541/447, 8-13=-186/456, 10-13=-256/294 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 17-0-0, Exterior(2E) 17-0-0 to 17-11-0, Exterior(2R) 17-11-0 to 22-10-6, Interior(1) 22-10-6 to 36-3-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=610, 11=610. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T12 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T25037888 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:02 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-kafCQAdTjw3f1L2I5jPE1MOMK9gvlDxuDxy0qaynHcJ Scale = 1:61.0 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 3x6 4x4 3x6 4x4 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 4x4 9-0-0 9-0-0 17-5-8 8-5-8 25-11-0 8-5-8 34-11-0 9-0-0 -1-4-0 1-4-0 6-2-2 6-2-2 11-9-13 5-7-11 17-5-8 5-7-11 23-1-3 5-7-11 28-8-14 5-7-11 34-11-0 6-2-2 36-3-0 1-4-0 0-4-39-0-150-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.82 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.34 0.10 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 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 3-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=218(LC 16) Max Uplift 2=-609(LC 12), 10=-609(LC 13) Max Grav 2=1302(LC 2), 10=1302(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2247/980, 3-5=-2081/916, 5-6=-1454/744, 6-7=-1454/744, 7-9=-2081/916, 9-10=-2247/981 BOT CHORD 2-16=-967/1954, 14-16=-676/1615, 12-14=-532/1615, 10-12=-750/1954 WEBS 6-14=-433/1017, 7-14=-544/450, 7-12=-187/460, 9-12=-269/305, 5-14=-544/450, 5-16=-187/460, 3-16=-269/305 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 17-5-8, Exterior(2R) 17-5-8 to 20-11-8, Interior(1) 20-11-8 to 36-3-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=609, 10=609. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T13 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T25037889 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:03 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-DmDaeWd6UDBWfVdVfQwTZaxZZZ1eUhh1SbiZM0ynHcI Scale = 1:22.0 1 2 3 5 46789 4x4 2x4 6x8 3x8 3x10 3-6-0 3-6-0 7-0-0 3-6-0 3-6-0 3-6-0 7-0-0 3-6-0 0-4-33-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.72 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.01 (loc) 4-5 4-5 4 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 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-0 oc bracing. REACTIONS. (size)1=0-5-8, 4=Mechanical Max Horz 1=181(LC 23) Max Uplift 1=-748(LC 8), 4=-879(LC 8) Max Grav 1=1500(LC 1), 4=1584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1810/853 BOT CHORD 1-5=-893/1580, 4-5=-893/1580 WEBS 2-5=-695/1426, 2-4=-1773/1002 NOTES-(9) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=748, 4=879. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 666 lb down and 348 lb up at 0-9-4, 664 lb down and 346 lb up at 2-9-4, and 664 lb down and 346 lb up at 4-9-4, and 666 lb down and 344 lb up at 6-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-10 Concentrated Loads (lb) Vert: 6=-666(B) 7=-664(B) 8=-664(B) 9=-666(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T14 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25037890 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:04 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-hzmyrsekFXJNGfChD8Ri6nTaSzOPDCMBhFR6uSynHcH Scale = 1:39.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 5x6 3x6 3x6 2x4 3x8 5x6 2x4 2x4 3x6 7-0-0 7-0-0 10-8-12 3-8-12 14-5-8 3-8-12 21-5-8 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 10-8-12 3-8-12 14-5-8 3-8-12 21-5-8 7-0-0 22-9-8 1-4-0 0-4-33-10-30-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-8], [5:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.69 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 0.20 -0.10 (loc) 8-10 8-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 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 3-6-4 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=97(LC 8) Max Uplift 2=-1401(LC 5), 6=-1401(LC 4) Max Grav 2=1367(LC 1), 6=1367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2432/2719, 3-4=-2332/2761, 4-5=-2332/2761, 5-6=-2432/2719 BOT CHORD 2-11=-2384/2084, 10-11=-2365/2070, 8-10=-2313/2071, 6-8=-2331/2084 WEBS 3-11=-460/464, 3-10=-510/441, 4-10=-461/504, 5-10=-511/441, 5-8=-460/464 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1401, 6=1401. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 lb down and 338 lb up at 7-0-0, 116 lb down and 190 lb up at 9-0-12, 116 lb down and 179 lb up at 10-8-12, and 116 lb down and 190 lb up at 12-4-12, and 216 lb down and 338 lb up at 14-5-8 on top chord, and 243 lb down and 381 lb up at 7-0-0, 71 lb down and 75 lb up at 9-0-12, 71 lb down and 75 lb up at 10-8-12, and 71 lb down and 75 lb up at 12-4-12, and 243 lb down and 381 lb up at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 2-6=-10 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T14 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25037890 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:04 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-hzmyrsekFXJNGfChD8Ri6nTaSzOPDCMBhFR6uSynHcH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-169(F) 11=-228(F) 10=-24(F) 3=-169(F) 4=-116(F) 8=-228(F) 12=-116(F) 13=-116(F) 14=-24(F) 15=-24(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 Componentavailable 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 2817017 Truss T15 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25037891 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:05 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-99KL3CfM0rREupntmryxe?0uUMlWyhKKwvBgQuynHcG Scale = 1:37.7 1 2 3 4 5 6 7 9 8 10 11 12 13 14 4x8 4x4 3x4 3x4 3x4 2x4 5x12 2x4 9-0-0 9-0-0 12-5-8 3-5-8 21-5-8 9-0-0 -1-4-0 1-4-0 4-9-4 4-9-4 9-0-0 4-2-12 12-5-8 3-5-8 16-8-4 4-2-12 21-5-8 4-9-4 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-5-4,0-2-0], [8:0-4-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.63 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.33 0.03 (loc) 7-8 7-8 7 l/defl >999 >772 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-8 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-5-8 Max Horz 2=135(LC 12) Max Uplift 7=-340(LC 13), 2=-403(LC 12) Max Grav 7=674(LC 1), 2=769(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1177/671, 3-4=-921/538, 4-5=-785/521, 5-6=-932/541, 6-7=-1207/680 BOT CHORD 2-9=-552/993, 8-9=-319/776, 7-8=-553/1043 WEBS 3-9=-256/286, 6-8=-300/322 NOTES-(9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 9-0-0, Exterior(2E) 9-0-0 to 12-5-8, Exterior(2R) 12-5-8 to 17-4-14, Interior(1) 17-4-14 to 21-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=340, 2=403. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T16 Truss Type Common Qty 3 Ply 1 Job Reference (optional) T25037892 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:06 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-dLujGXg_n8a5WzM3KZTABCZ28m7Vh7YU8YwDzLynHcF Scale = 1:37.6 1 2 3 4 5 6 9 8 7 10 11 12 13 4x4 3x4 3x4 3x6 3x4 2x4 3x4 2x4 7-4-0 7-4-0 14-1-8 6-9-9 21-5-8 7-4-0 -1-4-0 1-4-0 5-7-10 5-7-10 10-8-12 5-1-2 15-9-14 5-1-2 21-5-8 5-7-10 0-4-35-8-90-4-36.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge], [6:0-1-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.37 0.45 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.15 0.03 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 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 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-5-8 Max Horz 2=155(LC 16) Max Uplift 6=-336(LC 13), 2=-398(LC 12) Max Grav 6=674(LC 1), 2=769(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1173/679, 3-4=-1016/674, 4-5=-1042/697, 5-6=-1191/705 BOT CHORD 2-9=-536/983, 7-9=-266/665, 6-7=-552/1021 WEBS 4-7=-273/391, 5-7=-296/320, 4-9=-247/354, 3-9=-266/295 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 10-8-12, Exterior(2R) 10-8-12 to 14-2-12, Interior(1) 14-2-12 to 21-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 6=336, 2=398. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T17 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037893 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:07 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-5YS5TthcYSiy76xGuG?PkQ5AgARtQU0dNCgmVnynHcE Scale = 1:62.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 4x8 5x12 4x4 3x8 4x6 2x4 4x8 2x4 2x4 3x10 3x4 2x4 4x6 4x4 7-0-0 7-0-0 13-8-12 6-8-12 20-5-8 6-8-12 24-2-4 3-8-12 29-3-6 5-1-2 34-11-0 5-7-10 -1-4-0 1-4-0 7-0-0 7-0-0 13-8-12 6-8-12 20-5-8 6-8-12 24-2-4 3-8-12 29-3-6 5-1-2 34-11-0 5-7-10 36-3-0 1-4-0 0-4-33-10-35-8-90-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [3:0-5-12,0-2-0], [8:0-4-5,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.64 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.41 0.08 (loc) 14-16 14-16 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 406 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. REACTIONS. (size)2=0-5-8, 8=0-5-8 Max Horz 2=-140(LC 28) Max Uplift 2=-2164(LC 8), 8=-1228(LC 9) Max Grav 2=2769(LC 1), 8=2003(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5554/4394, 3-4=-7619/5607, 4-5=-7618/5607, 5-6=-3527/2370, 6-7=-3555/2390, 7-8=-3851/2380 BOT CHORD 2-16=-3912/4869, 14-16=-3933/4887, 13-14=-4046/5948, 11-13=-4050/5949, 10-11=-2049/3367, 8-10=-2049/3367 WEBS 3-16=-489/614, 3-14=-1806/3072, 4-14=-629/648, 5-14=-1808/2011, 5-11=-3860/2813, 6-11=-1973/2873, 7-11=-336/346 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2164, 8=1228. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 266 lb down and 338 lb up at 7-0-0, 156 lb down and 190 lb up at 9-0-12, and 156 lb down and 190 lb up at 11-0-12, and 156 lb down and 190 lb up at 13-0-12 on top chord, and 243 lb down and 381 lb up at 7-0-0, 71 lb down and 75 lb up at 9-0-12, 71 lb down and 75 lb up at 11-0-12, and 71 lb down and 75 lb up at 13-0-12, and 1574 lb down and 889 lb up at 13-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T17 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037893 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:07 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-5YS5TthcYSiy76xGuG?PkQ5AgARtQU0dNCgmVnynHcE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 6-9=-54, 2-8=-10 Concentrated Loads (lb) Vert: 3=-169(B) 16=-228(B) 17=-116(B) 18=-116(B) 19=-116(B) 20=-24(B) 21=-24(B) 22=-24(B) 23=-1574(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 Componentavailable 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 2817017 Truss T18 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25037894 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:08 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Zk0ThDhEJmqplGWSS_WeGdeOgakw9ximcsPK1DynHcD Scale = 1:61.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 4x6 3x6 4x6 3x4 3x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 3x6 3x4 9-0-0 9-0-0 17-5-8 8-5-8 25-11-0 8-5-8 34-11-0 9-0-0 -1-4-0 1-4-0 4-9-4 4-9-4 9-0-0 4-2-12 14-7-11 5-7-11 20-3-5 5-7-11 25-11-0 5-7-11 30-1-12 4-2-12 34-11-0 4-9-4 36-3-0 1-4-0 0-4-34-10-30-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [10:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.71 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.31 0.11 (loc) 2-16 2-16 10 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 3-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=120(LC 12) Max Uplift 2=-627(LC 12), 10=-627(LC 13) Max Grav 2=1191(LC 1), 10=1191(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2066/1054, 3-4=-1837/920, 4-5=-1611/878, 5-7=-2063/1054, 7-8=-1611/878, 8-9=-1837/920, 9-10=-2066/1055 BOT CHORD 2-16=-950/1774, 14-16=-988/2039, 12-14=-959/2039, 10-12=-830/1774 WEBS 3-16=-207/260, 4-16=-220/543, 5-16=-630/422, 7-12=-630/422, 8-12=-220/543, 9-12=-207/261 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 9-0-0, Exterior(2R) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 25-11-0, Exterior(2R) 25-11-0 to 30-10-6, Interior(1) 30-10-6 to 36-3-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=627, 10=627. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T19 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25037895 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:10 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-V68E6vjVqN4W_afrZOY6L2jiQNUAdv633AuR66ynHcB Scale = 1:61.6 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 4x8 4x8 3x4 3x6 3x4 2x4 3x4 3x8 2x4 3x4 3x4 2x4 3x6 3x4 5-9-4 5-9-4 11-0-0 5-2-12 17-5-8 6-5-8 23-11-0 6-5-8 29-1-12 5-2-12 34-11-0 5-9-4 -1-4-0 1-4-0 5-9-4 5-9-4 11-0-0 5-2-12 17-5-8 6-5-8 23-11-0 6-5-8 29-1-12 5-2-12 34-11-0 5-9-4 36-3-0 1-4-0 0-4-35-10-30-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [8:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.47 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.24 0.09 (loc) 13 13-15 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 185 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 3-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. REACTIONS. (size)2=0-5-8, 8=0-5-8 Max Horz 2=143(LC 12) Max Uplift 2=-624(LC 12), 8=-624(LC 13) Max Grav 2=1191(LC 1), 8=1191(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2075/1011, 3-4=-1716/872, 4-5=-1743/952, 5-6=-1743/952, 6-7=-1716/872, 7-8=-2075/1012 BOT CHORD 2-16=-924/1777, 15-16=-924/1777, 13-15=-651/1479, 11-13=-556/1479, 10-11=-781/1777, 8-10=-781/1777 WEBS 3-15=-351/314, 4-15=-117/290, 4-13=-281/456, 5-13=-397/334, 6-13=-281/456, 6-11=-118/290, 7-11=-351/315 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 11-0-0, Exterior(2R) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 23-11-0, Exterior(2R) 23-11-0 to 29-1-12, Interior(1) 29-1-12 to 36-3-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=624, 8=624. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T20 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25037896 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:11 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-_JicJFk7bhCNckE1763LuGGsPnm5MKlDIqe_eYynHcA Scale = 1:62.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 3x6 4x6 4x6 3x6 4x4 3x6 3x4 2x4 3x8 3x4 3x8 3x4 2x4 3x6 4x4 6-9-4 6-9-4 13-0-0 6-2-12 21-11-0 8-11-0 28-1-12 6-2-12 34-11-0 6-9-4 -1-4-0 1-4-0 6-9-4 6-9-4 13-0-0 6-2-12 17-5-8 4-5-8 21-11-0 4-5-8 28-1-12 6-2-12 34-11-0 6-9-4 36-3-0 1-4-0 0-4-36-10-30-4-36-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.75 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.43 0.10 (loc) 14-15 14-15 10 l/defl >999 >955 n/a L/d 240 180 n/a PLATES MT20 Weight: 184 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 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. REACTIONS. (size)2=0-5-8, 10=0-5-8 Max Horz 2=166(LC 12) Max Uplift 2=-620(LC 12), 10=-620(LC 13) Max Grav 2=1285(LC 2), 10=1285(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2249/989, 3-5=-1777/828, 5-6=-1539/804, 6-7=-1539/804, 7-9=-1777/828, 9-10=-2249/990 BOT CHORD 2-17=-917/1941, 15-17=-917/1941, 14-15=-550/1602, 12-14=-761/1941, 10-12=-761/1941 WEBS 3-15=-481/406, 5-15=-202/547, 6-15=-270/196, 6-14=-270/196, 7-14=-202/547, 9-14=-481/407 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 13-0-0, Exterior(2R) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 21-11-0, Exterior(2R) 21-11-0 to 26-10-6, Interior(1) 26-10-6 to 36-3-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=620, 10=620. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T21 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) T25037897 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:12 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-SVF_XbklM_KEEupDhpaaRTo7EBHS5uYMXUNXA_ynHc9 Scale = 1:24.9 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 3x8 3x4 3x4 3x4 12-11-8 12-11-8 -1-4-0 1-4-0 6-5-12 6-5-12 12-11-8 6-5-12 0-10-33-9-20-6-46.00 12 Plate Offsets (X,Y)-- [8:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.13 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-11-8. (lb) - Max Horz 2=87(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 20, 21, 17, 16, 15 except 14=-108(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 13, 18, 19, 20, 21, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-4-13 to 1-9-12, Exterior(2N) 1-9-12 to 6-5-12, Corner(3R) 6-5-12 to 9-9-12, Exterior(2N) 9-9-12 to 12-9-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 18, 19, 20, 21, 17, 16, 15 except (jt=lb) 14=108. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T22 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T25037898 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:12 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-SVF_XbklM_KEEupDhpaaRTo_qBAn5sqMXUNXA_ynHc9 Scale = 1:26.8 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 4x6 7x10 7x10 2x4 6-5-12 6-5-12 12-11-8 6-5-12 -1-4-0 1-4-0 6-5-12 6-5-12 12-11-8 6-5-12 0-10-34-1-10-10-36.00 12 Plate Offsets (X,Y)-- [4:Edge,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.74 0.46 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 0.14 -0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-5-8 Max Horz 7=109(LC 16) Max Uplift 7=-266(LC 9), 5=-235(LC 8) Max Grav 7=494(LC 1), 5=394(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-473/1008, 3-4=-467/1022, 2-7=-455/797, 4-5=-353/654 BOT CHORD 6-7=-790/345, 5-6=-790/345 WEBS 3-6=-568/188 NOTES-(7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 6-5-12, Exterior(2R) 6-5-12 to 9-11-12, Interior(1) 9-11-12 to 12-8-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=266, 5=235. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T23 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T25037899 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:13 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-whpMkxlN7IS5r1OQEX6pzhLBcbVpqGmWl875iRynHc8 Scale = 1:26.9 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 3x4 6x8 7x10 2x4 4x8 6-7-0 6-7-0 12-11-8 6-4-8 -1-4-0 1-4-0 6-7-0 6-7-0 12-11-8 6-4-8 0-10-34-1-116.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.54 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 0.12 -0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. REACTIONS. (size)5=0-5-8, 7=0-3-8 Max Horz 7=208(LC 12) Max Uplift 5=-389(LC 9), 7=-317(LC 9) Max Grav 5=397(LC 1), 7=496(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/872, 2-7=-460/697 BOT CHORD 6-7=-865/352, 5-6=-887/354 WEBS 3-6=-591/206, 3-5=-386/992 NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 6-7-0, Exterior(2R) 6-7-0 to 11-6-6, Interior(1) 11-6-6 to 12-9-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 5=389, 7=317. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T24 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25037900 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:15 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-s4x69cndfvip5LYoMy8H26QShOARI6zoDScCnJynHc6 Scale = 1:41.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 4x8 4x8 3x6 3x6 5x6 3x8 2x4 5x6 5x6 3x6 5x6 7-0-0 7-0-0 11-2-8 4-2-8 15-5-0 4-2-8 22-5-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 11-2-8 4-2-8 15-5-0 4-2-8 22-5-0 7-0-0 23-9-0 1-4-0 1-10-35-4-31-10-35-4-36.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-5-4,0-2-0], [5:0-5-4,0-2-0], [6:0-3-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.53 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.12 -0.03 (loc) 11-12 12-13 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 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 3-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. WEBS 1 Row at midpt 2-12, 6-9 REACTIONS. (size)13=0-5-8, 8=0-5-8 Max Horz 13=-151(LC 6) Max Uplift 13=-1401(LC 8), 8=-1401(LC 9) Max Grav 13=1487(LC 1), 8=1487(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1913/1913, 3-4=-1920/2056, 4-5=-1920/2056, 5-6=-1913/1913, 2-13=-1449/1415, 6-8=-1449/1415 BOT CHORD 11-12=-1647/1627, 9-11=-1602/1627 WEBS 3-11=-534/512, 4-11=-620/668, 5-11=-534/512, 2-12=-1611/1542, 6-9=-1613/1542 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1401, 8=1401. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 359 lb up at 7-0-0, 120 lb down and 189 lb up at 9-0-12, 120 lb down and 179 lb up at 11-0-12, 120 lb down and 179 lb up at 11-4-4, and 120 lb down and 189 lb up at 13-4-4, and 235 lb down and 359 lb up at 15-5-0 on top chord, and 241 lb down and 347 lb up at 7-0-0, 72 lb down and 38 lb up at 9-0-12, 72 lb down and 38 lb up at 11-0-12, 72 lb down and 38 lb up at 11-4-4, and 72 lb down and 38 lb up at 13-4-4, and 241 lb down and 347 lb up at 15-4-4 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: 1-2=-54, 2-3=-54, 3-5=-54, 5-6=-54, 6-7=-54, 8-13=-10 Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T24 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T25037900 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:15 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-s4x69cndfvip5LYoMy8H26QShOARI6zoDScCnJynHc6 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-188(B) 5=-188(B) 12=-219(B) 11=-48(B) 4=-240(B) 9=-219(B) 14=-120(B) 15=-120(B) 16=-24(B) 17=-24(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 Componentavailable 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 2817017 Truss T25 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T25037901 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:15 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-s4x69cndfvip5LYoMy8H26QbcOA8I7yoDScCnJynHc6 Scale = 1:43.5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 4x8 4x4 3x6 3x4 4x4 3x8 4x4 2x4 6x8 6x8 2x4 9-0-0 9-0-0 13-5-0 4-5-0 22-5-0 9-0-0 -1-4-0 1-4-0 4-7-12 4-7-12 9-0-0 4-4-4 13-5-0 4-5-0 17-9-4 4-4-4 22-5-0 4-7-12 23-9-0 1-4-0 1-10-36-4-31-10-36-4-36.00 12 Plate Offsets (X,Y)-- [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.55 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.29 0.02 (loc) 12-13 12-13 9 l/defl >999 >921 n/a L/d 240 180 n/a PLATES MT20 Weight: 140 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. REACTIONS. (size)13=0-5-8, 9=0-5-8 Max Horz 13=-168(LC 10) Max Uplift 13=-410(LC 12), 9=-410(LC 13) Max Grav 13=791(LC 1), 9=791(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-759/478, 4-5=-629/476, 5-6=-759/478, 2-13=-223/253, 7-9=-223/254 BOT CHORD 12-13=-357/645, 10-12=-255/629, 9-10=-303/645 WEBS 3-13=-799/408, 6-9=-800/407 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 9-0-0, Exterior(2E) 9-0-0 to 13-5-0, Exterior(2R) 13-5-0 to 18-4-6, Interior(1) 18-4-6 to 23-9-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=410, 9=410. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T26 Truss Type ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) T25037902 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:17 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-oT3taIouBXyXKfiBTNAl8XWsYCmDm?b5gm5IsCynHc4 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 6x8 3x6 4x6 3x4 3x4 3x4 3x4 3x6 4x4 3x6 3x6 4x4 2x4 2x4 3x6 3x6 8-0-0 6-0-124-8-03-5-8 3-5-8 7-2-8 3-9-0 15-2-8 8-0-0 18-11-8 3-9-0 22-5-0 3-5-8 -1-4-0 1-4-0 3-5-8 3-5-8 7-2-8 3-9-0 11-0-0 3-9-8 11-5-0 0-5-0 15-2-8 3-9-8 18-11-8 3-9-0 22-5-0 3-5-8 23-9-0 1-4-0 1-10-37-4-31-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.96 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.30 -0.48 0.02 -0.14 (loc) 14-16 14-16 12 14-16 l/defl >895 >549 n/a 703 L/d 240 180 n/a 360 PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)18=0-5-8, 12=0-5-8 Max Horz 18=183(LC 11) Max Uplift 18=-279(LC 12), 12=-279(LC 13) Max Grav 18=1088(LC 2), 12=1088(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/315, 3-4=-1351/307, 4-5=-1084/358, 5-6=-125/871, 6-7=-125/871, 7-8=-1084/358, 8-9=-1351/307, 9-10=-1105/315, 2-18=-1035/414, 10-12=-1035/414 BOT CHORD 16-17=-245/1041, 14-16=-103/1111, 13-14=-185/978 WEBS 9-14=-86/301, 3-16=-86/301, 2-17=-210/1076, 10-13=-210/1076, 8-14=-2/473, 4-16=-2/473, 5-19=-2116/535, 7-19=-2116/535, 3-17=-575/103, 9-13=-575/103 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 11-2-8, Exterior(2R) 11-2-8 to 14-8-8, Interior(1) 14-8-8 to 23-9-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-19, 7-19; Wall dead load (5.0psf) on member(s).8-14, 4-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=279, 12=279. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T27 Truss Type ROOF TRUSS Qty 2 Ply 1 Job Reference (optional) T25037903 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:18 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-GfdFnepWyq4OypGN14h_gk21Ic6SVRrFvQqsOeynHc3 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 6x8 3x6 4x6 3x4 3x4 3x4 3x4 3x6 4x4 3x6 3x6 4x4 2x4 2x4 3x6 3x6 8-0-0 6-0-124-8-03-5-8 3-5-8 7-2-8 3-9-0 15-2-8 8-0-0 18-11-8 3-9-0 22-5-0 3-5-8 -1-4-0 1-4-0 3-5-8 3-5-8 7-2-8 3-9-0 11-2-8 4-0-0 15-2-8 4-0-0 18-11-8 3-9-0 22-5-0 3-5-8 23-9-0 1-4-0 1-10-37-5-71-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.67 0.96 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.30 -0.48 0.02 -0.14 (loc) 14-16 14-16 12 14-16 l/defl >895 >549 n/a 703 L/d 240 180 n/a 360 PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)18=0-5-8, 12=0-5-8 Max Horz 18=183(LC 11) Max Uplift 18=-279(LC 12), 12=-279(LC 13) Max Grav 18=1088(LC 2), 12=1088(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/315, 3-4=-1351/307, 4-5=-1084/358, 5-6=-125/871, 6-7=-125/871, 7-8=-1084/358, 8-9=-1351/307, 9-10=-1105/315, 2-18=-1035/414, 10-12=-1035/414 BOT CHORD 16-17=-245/1041, 14-16=-103/1111, 13-14=-185/978 WEBS 9-14=-86/301, 3-16=-86/301, 2-17=-210/1076, 10-13=-210/1076, 8-14=-2/473, 4-16=-2/473, 5-19=-2116/535, 7-19=-2116/535, 3-17=-575/103, 9-13=-575/103 NOTES-(10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 11-2-8, Exterior(2R) 11-2-8 to 14-8-8, Interior(1) 14-8-8 to 23-9-13 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-19, 7-19; Wall dead load (5.0psf) on member(s).8-14, 4-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=279, 12=279. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T28 Truss Type ROOF TRUSS Qty 2 Ply 1 Job Reference (optional) T25037904 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:20 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-D2k?CKrmUSK6B6Qm9VkSl98JGPn?zMPXMkJzSXynHc1 Scale = 1:47.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 6x8 4x12 3x6 4x6 2x4 3x4 2x4 2x4 3x4 3x4 4x4 3x6 5x6 3x8 3x6 3x6 6x8 4-8-06-0-123-5-8 3-5-8 7-2-8 3-9-0 15-2-8 8-0-0 18-11-8 3-9-0 21-9-12 2-10-4 22-5-0 0-7-4 -1-4-0 1-4-0 3-5-8 3-5-8 7-2-8 3-9-0 11-2-8 4-0-0 15-2-8 4-0-0 18-11-8 3-9-0 22-5-0 3-5-8 1-10-37-5-71-10-31-0-06.00 12 Plate Offsets (X,Y)-- [10:0-6-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.95 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.29 -0.48 -0.01 -0.14 (loc) 13-15 13-15 20 13-15 l/defl >900 >553 n/a 707 L/d 240 180 n/a 360 PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)17=0-5-8, 20=0-5-8 Max Horz 17=160(LC 9) Max Uplift 17=-276(LC 12), 20=-199(LC 13) Max Grav 17=1087(LC 2), 20=990(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1103/313, 3-4=-1347/297, 4-5=-1081/350, 5-6=-122/866, 6-7=-114/866, 7-8=-1081/356, 8-9=-1350/306, 9-10=-353/129, 2-17=-1034/411, 11-19=-167/851, 10-19=-167/851 BOT CHORD 15-16=-309/1007, 13-15=-147/1097, 12-13=-227/961, 11-12=-227/961 WEBS 8-13=0/474, 9-13=-80/321, 4-15=-1/470, 3-15=-88/301, 3-16=-570/101, 2-16=-207/1074, 9-11=-981/215, 5-18=-2107/529, 7-18=-2107/529, 10-20=-1104/290 NOTES-(11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 11-2-8, Exterior(2R) 11-2-8 to 14-8-8, Interior(1) 14-8-8 to 21-8-0 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-18, 7-18; Wall dead load (5.0psf) on member(s).8-13, 4-15 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=276, 20=199. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T29 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037905 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:21 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-hEIOPgrOFlTzpG?yiCFhINgbnpKTiovhbO3W?zynHc0 Scale = 1:48.9 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 4x4 8x12 3x4 3x8 6x8 3x4 5x6 10x12 4x6 3x6 2x4 6x8 5-9-0 5-9-0 10-7-1 4-10-1 11-2-8 0-7-7 16-4-0 5-1-8 22-5-0 6-1-0 -1-4-0 1-4-0 5-9-0 5-9-0 10-7-1 4-10-1 11-2-8 0-7-7 16-4-0 5-1-8 22-5-0 6-1-0 1-10-34-10-117-5-74-10-111-0-06.00 12 Plate Offsets (X,Y)-- [7:0-1-12,Edge], [11:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.10 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.01 0.08 (loc) 11 11 15 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 383 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-5-8, 15=0-5-8 Max Horz 13=227(LC 8) Max Uplift 13=-1338(LC 8), 15=-1223(LC 9) Max Grav 13=2602(LC 15), 15=2327(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3549/1758, 3-4=-3973/2000, 4-5=-3779/2000, 5-6=-3749/1909, 6-7=-2830/1438, 2-13=-2517/1319 BOT CHORD 12-13=-341/190, 11-12=-1707/3155, 9-11=-1476/2900, 8-9=-182/329 WEBS 3-12=-767/423, 3-11=-234/628, 6-11=-287/554, 6-9=-2139/1150, 7-9=-1654/3292, 2-12=-1412/3064, 4-11=-161/354, 5-11=-1564/2986, 7-15=-2352/1238 NOTES-(12) 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: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1338, 15=1223. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3838 lb down and 1828 lb up at 10-7-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T29 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037905 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:21 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-hEIOPgrOFlTzpG?yiCFhINgbnpKTiovhbO3W?zynHc0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-54, 2-5=-54, 5-6=-54, 6-7=-54, 8-13=-10 Concentrated Loads (lb) Vert: 11=-3000(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 Componentavailable 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 2817017 Truss T30 Truss Type Monopitch Qty 3 Ply 1 Job Reference (optional) T25037906 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:22 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-9Qsmd0s003bpRQa8GwmwraDnjDeCRLrqq2o3XPynHc? Scale = 1:39.1 1 2 3 4 7 6 5 8 9 2x4 5x6 2x4 3x4 3x4 3x6 5-2-12 5-2-12 10-5-8 5-2-12 -1-4-0 1-4-0 5-2-12 5-2-12 10-5-8 5-2-12 1-10-37-0-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.20 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-5-8 Max Horz 7=277(LC 12) Max Uplift 5=-307(LC 12), 7=-147(LC 12) Max Grav 5=319(LC 1), 7=415(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/82, 2-7=-392/292 BOT CHORD 6-7=-450/220, 5-6=-337/253 WEBS 3-5=-320/426 NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 10-3-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=307, 7=147. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T31 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T25037907 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:22 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-9Qsmd0s003bpRQa8GwmwraDksDcnRM0qq2o3XPynHc? Scale = 1:24.8 1 2 3 4 6 5 2x4 6x8 3x4 3x6 4x8 7-0-0 7-0-0 8-3-8 1-3-8 -1-4-0 1-4-0 7-0-0 7-0-0 8-3-8 1-3-8 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.36 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.10 -0.00 (loc) 2-6 2-6 5 l/defl >999 >916 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-5-8 Max Horz 2=220(LC 8) Max Uplift 5=-714(LC 8), 2=-263(LC 8) Max Grav 5=595(LC 1), 2=405(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-333/186 BOT CHORD 5-6=-260/233 WEBS 3-6=-341/509, 3-5=-749/832 NOTES-(10) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) 5=714, 2=263. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down and 338 lb up at 7-0-0 on top chord, and 247 lb down and 380 lb up at 7-0-0 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=-54, 3-4=-54, 2-5=-10 Concentrated Loads (lb) Vert: 6=-229(F) 3=-176(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss T32 Truss Type Monopitch Qty 3 Ply 1 Job Reference (optional) T25037908 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:23 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-ddQ8qLtenNjg2a9LqdH9NomyYdxiArG_2iYd3synHc_ Scale = 1:26.0 1 2 3 4 5 6 7 2x4 4x4 3x4 2x4 8-3-8 8-3-8 -1-4-0 1-4-0 4-3-4 4-3-4 8-3-8 4-0-4 0-4-34-5-156.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.44 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.21 -0.00 (loc) 2-5 2-5 5 l/defl >679 >454 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-5-8 Max Horz 2=250(LC 12) Max Uplift 5=-204(LC 12), 2=-166(LC 12) Max Grav 5=244(LC 1), 2=350(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/150 BOT CHORD 2-5=-363/267 WEBS 3-5=-287/402 NOTES-(7) 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-4-13 to 2-1-3, Interior(1) 2-1-3 to 8-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=204, 2=166. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037909 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:24 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-5p_W2huHXgrXgkkXOLoOw?I1J1L?vDE7HMHAaIynHbz Scale = 1:16.8 1 2 3 6 5 4 7 3x6 2x4 5x12 3x8 3x8 3x6 6x8 0-5-8 0-5-8 0-7-4 0-1-12 4-7-14 4-0-10 8-8-7 4-0-10 0-5-8 0-5-8 4-7-14 4-2-5 8-8-7 4-0-10 2-2-82-6-01-0-0Plate Offsets (X,Y)-- [1:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.18 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.02 -0.00 0.02 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 99 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 7=0-5-8 Max Uplift 4=-521(LC 8), 7=-521(LC 8) Max Grav 4=1470(LC 1), 7=1470(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1531/1556, 2-3=-1531/1556, 3-4=-1429/1478 BOT CHORD 1-7=-1431/1480 WEBS 1-5=-1635/1611, 3-5=-1679/1653, 2-5=-1609/1708 NOTES-(12) 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 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=521, 7=521. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037909 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:24 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-5p_W2huHXgrXgkkXOLoOw?I1J1L?vDE7HMHAaIynHbz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-366, 4-6=-10 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 Componentavailable 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 2817017 Truss TF02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037910 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:25 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Z?YuF1uvI_zOItJjx2JdSDrE4QenebDHW01j7kynHby Scale = 1:15.8 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 3x8 5x6 8x12 4x6 7x8 4x8 4x4 2x4 6x8 1-4-8 1-4-8 4-0-12 2-8-4 6-10-11 2-10-0 7-5-15 0-7-4 1-4-8 1-4-8 4-0-12 2-8-4 7-5-15 3-5-4 2-6-01-0-02-6-0Plate Offsets (X,Y)-- [4:0-1-12,Edge], [5:Edge,0-3-8], [7:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.34 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.02 (loc) 6 6 10 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-8,4-5: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 10=0-5-8 Max Uplift 8=-1531(LC 4), 10=-1329(LC 4) Max Grav 8=2671(LC 2), 10=2868(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2568/1465, 1-2=-1581/887, 2-3=-2848/1370, 3-4=-2848/1370, 5-9=-278/671, 4-9=-278/671 BOT CHORD 6-7=-887/1581, 5-6=-436/949 WEBS 1-7=-1712/3062, 4-6=-1191/2421, 2-7=-1437/769, 2-6=-617/1616, 3-6=-2040/753, 4-10=-3136/1453 NOTES-(13) 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-7 2x4 - 1 row at 0-7-0 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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=1531, 10=1329. 11) Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037910 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:25 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Z?YuF1uvI_zOItJjx2JdSDrE4QenebDHW01j7kynHby NOTES-(13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 675 lb up at 1-4-8 on top chord, and 1193 lb down and 531 lb up at 1-4-7, 259 lb down and 317 lb up at 1-9-11, 259 lb down and 317 lb up at 3-9-11, 260 lb down and 316 lb up at 5-9-11, 341 lb down at 3-1-3, and 341 lb down at 5-1-3, and 342 lb down at 5-9-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 2-4=-698, 5-8=-10 Concentrated Loads (lb) Vert: 7=-182(B) 6=-62(F) 2=675(F) 12=-62(F) 15=-63(F) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-80, 2-4=-569, 5-8=-10 Concentrated Loads (lb) Vert: 7=-1193(B) 6=-259(F) 2=675(F) 12=-259(F) 13=-341(B) 14=-341(B) 15=-601(F=-260, B=-342) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=257, 5-8=-6 Concentrated Loads (lb) Vert: 7=527(B) 6=313(F) 12=313(F) 15=313(F) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=257, 5-8=-6 Concentrated Loads (lb) Vert: 7=527(B) 6=313(F) 12=313(F) 15=313(F) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-4=-187, 5-8=-10 Concentrated Loads (lb) Vert: 7=531(B) 6=317(F) 12=317(F) 15=316(F) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-4=-187, 5-8=-10 Concentrated Loads (lb) Vert: 7=531(B) 6=317(F) 12=317(F) 15=316(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-4=257, 5-8=-6 Concentrated Loads (lb) Vert: 7=527(B) 6=313(F) 12=313(F) 15=313(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=29, 2-11=45, 2-4=257, 5-8=-6 Concentrated Loads (lb) Vert: 7=527(B) 6=313(F) 12=313(F) 15=313(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 2-4=152, 5-8=-6 Concentrated Loads (lb) Vert: 7=527(B) 6=313(F) 12=313(F) 15=313(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=29, 2-4=152, 5-8=-6 Concentrated Loads (lb) Vert: 7=527(B) 6=313(F) 12=313(F) 15=313(F) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-4=-187, 5-8=-10 Concentrated Loads (lb) Vert: 7=531(B) 6=317(F) 12=317(F) 15=316(F) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=2, 2-11=18, 2-4=-187, 5-8=-10 Concentrated Loads (lb) Vert: 7=531(B) 6=317(F) 12=317(F) 15=316(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-4=-572, 5-8=-10 Concentrated Loads (lb) Vert: 7=353(B) 6=222(F) 12=222(F) 15=222(F) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-51, 2-4=-572, 5-8=-10 Concentrated Loads (lb) Vert: 7=353(B) 6=222(F) 12=222(F) 15=222(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 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 Componentavailable 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 2817017 Truss TF02 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) T25037910 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:25 2021 Page 3 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Z?YuF1uvI_zOItJjx2JdSDrE4QenebDHW01j7kynHby LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-51, 2-4=-572, 5-8=-10 Concentrated Loads (lb) Vert: 7=353(B) 6=222(F) 12=222(F) 15=222(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-11=-64, 2-11=-51, 2-4=-572, 5-8=-10 Concentrated Loads (lb) Vert: 7=353(B) 6=222(F) 12=222(F) 15=222(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 Componentavailable 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 2817017 Truss TF03 Truss Type ROOF SPECIAL Qty 3 Ply 1 Job Reference (optional) T25037911 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:25 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-Z?YuF1uvI_zOItJjx2JdSDrLCQiBejGHW01j7kynHby Scale = 1:16.8 1 2 3 4 8 7 6 5 9 2x4 2x4 3x4 5x12 3x4 3x4 2x4 2x4 6x8 0-5-8 0-5-8 0-7-4 0-1-12 3-9-14 3-2-10 5-5-14 1-8-0 8-8-7 3-2-10 0-5-8 0-5-8 3-9-14 3-4-5 5-5-14 1-8-0 8-8-7 3-2-10 2-2-82-6-01-0-0Plate Offsets (X,Y)-- [1:0-3-4,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.12 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-8: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 9=0-5-8 Max Grav 5=429(LC 1), 9=429(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/0, 2-3=-378/0, 3-4=-378/0, 4-5=-409/0 BOT CHORD 1-9=-411/0, 6-7=0/378 WEBS 1-7=0/440, 4-6=0/451, 3-6=-255/0 NOTES-(8) 1) Unbalanced roof live loads have been considered for this design. 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF04 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T25037912 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:26 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-1B6HTNvX3I5Fv1uvVmqs?QOVZq3TNAfQlgmHfBynHbx Scale = 1:10.2123 6 5 42x4 3x4 2x4 3x8 2x4 3x4 2-2-4 2-2-4 4-4-8 2-2-4 2-2-4 2-2-4 4-4-8 2-2-4 1-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.05 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 4=0-5-0 Max Uplift 6=-450(LC 4), 4=-450(LC 4) Max Grav 6=769(LC 1), 4=769(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-741/424, 1-2=-744/436, 2-3=-744/436, 3-4=-741/424 WEBS 1-5=-507/865, 2-5=-895/490, 3-5=-507/865 NOTES-(9) 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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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) 6=450, 4=450. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-366, 4-6=-10 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF05 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T25037913 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:27 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-WOffgjw9qbD6XBS63TM5XewhTEO06e?ZzKWqBdynHbw Scale = 1:10.2123 6 5 42x4 3x4 2x4 3x8 2x4 3x4 2-2-4 2-2-4 4-4-8 2-2-4 2-2-4 2-2-4 4-4-8 2-2-4 1-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.03 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-0, 4=0-5-0 Max Uplift 6=-179(LC 4), 4=-179(LC 4) Max Grav 6=505(LC 1), 4=505(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-485/179, 1-2=-489/173, 2-3=-489/173, 3-4=-485/179 WEBS 1-5=-201/569, 2-5=-580/230, 3-5=-201/569 NOTES-(9) 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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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) 6=179, 4=179. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-238, 4-6=-10 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF06 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T25037914 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:27 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-WOffgjw9qbD6XBS63TM5XewZQEIG6WRZzKWqBdynHbw Scale = 1:18.7 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 4x6 3x10 4x6 5x12 2x4 4x4 3x6 4x4 3x6 2x4 5x12 3x10 2-3-15 2-3-15 4-6-2 2-2-3 6-8-6 2-2-3 8-10-9 2-2-3 11-2-7 2-3-14 11-2-8 0-0-1 2-3-15 2-3-15 4-6-2 2-2-3 6-8-6 2-2-3 8-10-9 2-2-3 11-2-8 2-3-15 1-6-0Plate Offsets (X,Y)-- [7:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.40 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.14 0.01 (loc) 9-10 9-10 7 l/defl >999 >942 n/a L/d 360 240 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-11,3-11,4-8,6-8: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-5-8, 7=0-7-6 Max Grav 12=3074(LC 1), 7=4300(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2282/0, 1-2=-4639/0, 2-3=-4639/0, 3-4=-7709/0, 4-5=-4670/0, 5-6=-4670/0, 6-7=-3320/0 BOT CHORD 11-12=0/290, 10-11=0/7709, 9-10=0/7709, 8-9=0/7709, 7-8=0/306 WEBS 1-11=0/4828, 3-11=-3408/0, 3-10=0/1244, 4-9=0/1231, 4-8=-3373/0, 6-8=0/4844 NOTES-(8) 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 0-2-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1029 lb down at 11-0-12 on top chord, and 1029 lb down at 1-9-12, 1029 lb down at 3-9-12, 1029 lb down at 5-9-12, and 1029 lb down at 7-9-12, and 1029 lb down at 9-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=-100, 7-12=-10 Concentrated Loads (lb) Vert: 6=-1029(B) 13=-1029(B) 14=-1029(B) 15=-1029(B) 16=-1029(B) 17=-1029(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF07 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T25037915 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:28 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-_aD1t3xnbvLz9L1IdAtK4rTgRebUrxOjC_FOj3ynHbv Scale = 1:23.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 3x6 5x8 3x6 8x10 2x4 5x8 3x8 4x6 2x4 2x4 4x6 3x8 5x8 2x4 8x10 5x8 2-0-15 2-0-15 4-0-3 1-11-3 5-11-6 1-11-3 7-10-10 1-11-3 9-9-13 1-11-3 11-9-1 1-11-3 13-10-0 2-0-15 2-0-15 2-0-15 4-0-3 1-11-3 5-11-6 1-11-3 7-10-10 1-11-3 9-9-13 1-11-3 11-9-1 1-11-3 13-10-0 2-0-15 1-6-0Plate Offsets (X,Y)-- [10:0-2-12,0-5-4], [11:0-5-8,0-1-8], [14:0-5-8,0-1-8], [15:0-3-12,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.59 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.30 0.03 (loc) 12-13 12-13 9 l/defl >742 >540 n/a L/d 360 240 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 1-15,3-15,3-13,6-12,6-10,8-10: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-5-0, 9=0-5-0 Max Grav 16=3882(LC 1), 9=3815(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2981/0, 1-2=-5433/0, 2-3=-5433/0, 3-4=-11633/0, 4-5=-11633/0, 5-6=-11633/0, 6-7=-5485/0, 7-8=-5485/0, 8-9=-3012/0 BOT CHORD 15-16=0/319, 14-15=0/10346, 13-14=0/10346, 12-13=0/11633, 11-12=0/10438, 10-11=0/10438, 9-10=0/315 WEBS 1-15=0/5822, 3-15=-5592/0, 3-14=0/1689, 3-13=0/1465, 6-12=0/1360, 6-11=0/1763, 6-10=-5638/0, 8-10=0/5885 NOTES-(8) 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1046 lb down at 1-9-4, 1046 lb down at 3-9-4, 1029 lb down at 5-9-4, 1029 lb down at 7-9-4, and 1029 lb down at 9-9-4, and 1029 lb down at 11-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-100, 9-16=-10 Concentrated Loads (lb) Vert: 14=-1046(F) 13=-1029(F) 12=-1029(F) 11=-1029(F) 10=-1029(F) 17=-1046(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF08 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T25037916 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:29 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-SmnP5PyPMDTqmVcUAuOZd30vt2yUaQRsRd?xGVynHbu Scale = 1:22.9 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 3x10 4x8 3x10 5x12 2x4 4x8 2x4 3x10 2x4 3x8 3x8 2x4 3x10 2x4 4x8 2x4 5x12 4x8 1-9-12 1-9-12 3-5-12 1-8-0 5-1-12 1-8-0 6-9-12 1-8-0 8-5-12 1-8-0 10-1-12 1-8-0 11-9-12 1-8-0 13-7-8 1-9-12 1-9-12 1-9-12 3-5-12 1-8-0 5-1-12 1-8-0 6-9-12 1-8-0 8-5-12 1-8-0 10-1-12 1-8-0 11-9-12 1-8-0 13-7-8 1-9-12 1-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.54 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 0.03 0.15 (loc) 14 14 10 14 l/defl >961 >682 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 163 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 1-18,9-10: 2x6 SP No.2 2-17,3-16,4-15,5-14,6-13,7-12,8-11: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. REACTIONS. (size)18=0-5-0, 10=0-2-8 (req. 0-3-1) Max Uplift 18=-1529(LC 4), 10=-2392(LC 4) Max Grav 18=3396(LC 1), 10=5151(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2923/1324, 1-2=-3899/1799, 2-3=-3899/1799, 3-4=-9233/4599, 4-5=-9233/4599, 5-6=-9565/4908, 6-7=-9565/4908, 7-8=-4177/2095, 8-9=-4177/2095, 9-10=-4463/2001 BOT CHORD 17-18=-173/387, 16-17=-3587/7531, 15-16=-3587/7531, 14-15=-5607/10810, 13-14=-5607/10810, 12-13=-4034/8002, 11-12=-4034/8002, 10-11=-205/415 WEBS 1-17=-1995/4309, 2-17=-609/246, 3-17=-4382/2157, 3-16=-191/447, 3-15=-1221/2054, 4-15=-589/238, 5-15=-1902/1216, 5-14=-815/1023, 5-13=-1502/843, 6-13=-580/241, 7-13=-1055/1886, 7-12=-376/654, 7-11=-4614/2339, 8-11=-520/227, 9-11=-2318/4616 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=28ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) 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) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=1529, 10=2392. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1500 lb down and 532 lb up at 13-4-12 on top chord, and 585 lb down and 724 lb up at 7-0-4, 234 lb down and 214 lb up at 9-0-4, and 234 lb down and 214 lb up at 11-0-4, and 237 lb down and 211 lb up at 13-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. August 17,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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 2817017 Truss TF08 Truss Type FLAT GIRDER Qty 1 Ply 2 Job Reference (optional) T25037916 8.430 s Jun 2 2021 MiTek Industries, Inc. Mon Aug 16 11:38:30 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:PNAE2BXP3aYjM120mKRheoyoFUR-wzLnIly17WbhOfBhkbvo9GY4dRIjJth0fHkUoyynHbt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-19=-444, 9-19=-238, 10-18=-10 Concentrated Loads (lb) Vert: 14=-585(B) 9=-1500 20=-234(B) 21=-234(B) 22=-237(B) PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths