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309 PLAZA ACC23-0002 GUEST HOUSE TRUSS ENGINEERING16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: 3128252 - Duval - Goldwasser Pool House Design Code: FBC2020/TPI2014Wind Code: ASCE 7-16 Wind Speed: 145 mph Roof Load: 60.0 psf Design Program: MiTek 20/20 8.5 1 of 2 This package includes 35 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: 4-6/11 Customer Info: DUVAL CONSTRUCTION Project Name: GOLDWASSER RES POOL HOUSE 1st Model: . Subdivision: .Address: 309 PLAZA RD, . State: FLCity: Atlantic Beach Name Address and License # of Structural Engineer of Record, If there is one, for the building.Name: License #: Address: City: State: November 18,2022 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T29243947 A1 Date 11/18/222T29243948A211/18/223T29243949A311/18/224T29243950A411/18/225T29243951A511/18/226T29243952A611/18/227T29243953A711/18/228T29243954A811/18/229T29243955A911/18/2210T29243956A1011/18/2211T29243957CJ111/18/2212T29243958CJ311/18/2213T29243959CJ3A11/18/2214T29243960CJ411/18/22 No.Seal#Truss Name 15 T29243961 CJ5 Date 11/18/2216T29243962CJ5A11/18/2217T29243963FG111/18/2218T29243964FG211/18/2219T29243965FG311/18/2220T29243966FG411/18/2221T29243967FG511/18/2222T29243968FG611/18/2223T29243969HJ811/18/2224T29243970HJ8A11/18/2225T29243971T0111/18/2226T29243972T01A11/18/2227T29243973T01B11/18/2228T29243974T0211/18/22 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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 Toni Gindlesperger at 11:44 am, Feb 16, 2023By Mike Jones at 12:55 pm, Mar 02, 2023 Inspectors; there is no extra bracing required for these, unless it's for gable end requirements per engineering. 16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: 3128252 - Duval - Goldwasser Pool House 2 of 2 Site Information: Lot/Block: 4-6/11 Customer Info: DUVAL CONSTRUCTION Project Name: GOLDWASSER RES POOL HOUSE 1st Model: . Subdivision: .Address: 309 PLAZA RD, . State: FLCity: Atlantic Beach No.Seal#Truss Name 29 T29243975 T03 Date 11/18/2230T29243976T0411/18/2231T29243977T0511/18/2232T29243978T0611/18/2233T29243979T01611/18/2234T29243980V0311/18/2235T29243981V03A11/18/22 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A1 Truss Type Hip Girder Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243947 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:48 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-xCgr?f_wL0utUbaiUSthkN5lz9BOeZAwSvTOUcyHzTX Scale = 1:37.5 1 2 3 4 5 6 7 11 10 9 8 18 19 20 21 22 23 24 25 4x8 4x8 5x6 5x6 WB 2x4 4x8 2x4 2x4 5x6 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 21-6-0 1-6-0 0-6-22-4-100-6-22-4-104.50 12 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [5:0-5-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.72 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.24 -0.38 0.09 (loc) 9 8-9 6 l/defl >999 >632 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. REACTIONS. (size)2=0-4-0, 6=0-4-0 Max Horz 2=47(LC 24) Max Uplift 2=-580(LC 8), 6=-580(LC 8) Max Grav 2=1812(LC 1), 6=1812(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3804/1004, 3-4=-4798/1341, 4-5=-4798/1341, 5-6=-3804/1004 BOT CHORD 2-11=-873/3481, 9-11=-868/3498, 8-9=-854/3498, 6-8=-858/3481 WEBS 3-11=0/314, 3-9=-438/1460, 4-9=-813/406, 5-9=-439/1460, 5-8=0/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 580 lb uplift at joint 2 and 580 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 261 lb down and 217 lb up at 5-0-0, 137 lb down and 117 lb up at 7-0-12, 137 lb down and 117 lb up at 9-0-12, 137 lb down and 117 lb up at 10-11-4, and 137 lb down and 117 lb up at 12-11-4, and 261 lb down and 217 lb up at 15-0-0 on top chord, and 226 lb down and 45 lb up at 5-0-0, 50 lb down at 7-0-12, 50 lb down at 9-0-12, 50 lb down at 10-11-4, and 50 lb down at 12-11-4, and 226 lb down and 45 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A1 Truss Type Hip Girder Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243947 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:49 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-PPEDD??Y6K0k6l8v2APwHbdwjZWdN?Q3hZCy02yHzTW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 12-15=-20 Concentrated Loads (lb) Vert: 3=-214(F) 5=-214(F) 11=-226(F) 8=-226(F) 18=-137(F) 19=-137(F) 20=-137(F) 21=-137(F) 22=-47(F) 23=-47(F) 24=-47(F) 25=-47(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A2 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243948 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:52 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-p_vLr01RPFOIzCtUjIydvDFULmb8aT8VNXRcdNyHzTT Scale = 1:37.5 1 2 3 4 5 6 9 8 7 16 17 18 19 20 21 4x8 5x6 4x4 3x4 2x4 3x4 4x4 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 13-0-0 6-0-0 20-0-0 7-0-0 21-6-0 1-6-0 0-6-23-1-100-6-23-1-104.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3], [3:0-5-4,0-2-0], [4:0-3-0,0-2-6], [5:0-0-0,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.54 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 -0.15 0.04 (loc) 7-9 9-12 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. REACTIONS. (size)2=0-4-0, 5=0-4-0 Max Horz 2=62(LC 11) Max Uplift 2=-410(LC 12), 5=-410(LC 12) Max Grav 2=1005(LC 1), 5=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1671/743, 3-4=-1486/759, 4-5=-1671/743 BOT CHORD 2-9=-559/1479, 7-9=-557/1486, 5-7=-577/1480 WEBS 3-9=0/253, 4-7=0/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 13-0-0, Exterior(2R) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 21-6-0 zone; cantilever 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 410 lb uplift at joint 2 and 410 lb uplift at joint 5. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A3 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243949 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:54 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-lM16Gi3hxse0CW1sqj_5_eLsZaED2M1orrwjiGyHzTR Scale = 1:37.5 1 2 3 4 5 6 7 8 11 10 9 18 19 20 21 4x4 4x4 4x4 4x4 3x4 2x4 3x4 2x4 4x4 9-0-0 9-0-0 11-0-0 2-0-0 20-0-0 9-0-0 -1-6-0 1-6-0 5-8-5 5-8-5 9-0-0 3-3-11 11-0-0 2-0-0 14-3-11 3-3-11 20-0-0 5-8-5 21-6-0 1-6-0 0-6-23-10-100-6-23-10-104.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.75 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.30 0.04 (loc) 9-17 9-17 7 l/defl >999 >808 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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 4-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. REACTIONS. (size)2=0-4-0, 7=0-4-0 Max Horz 2=77(LC 11) Max Uplift 2=-410(LC 12), 7=-410(LC 12) Max Grav 2=1005(LC 1), 7=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1727/783, 3-4=-1373/619, 4-5=-1248/609, 5-6=-1373/619, 6-7=-1727/783 BOT CHORD 2-11=-620/1551, 9-11=-386/1248, 7-9=-639/1551 WEBS 3-11=-407/304, 4-11=-84/317, 5-9=-84/317, 6-9=-407/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 21-6-0 zone; cantilever 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 410 lb uplift at joint 2 and 410 lb uplift at joint 7. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A4 Truss Type ATTIC Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243950 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:55 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-DZbUT23JiAmtqgc3OQVKWstzY_XonoJx3VfGEiyHzTQ Scale = 1:35.5 1 2 3 4 5 6 7 8 9 10 12 11 19 3x6 5x6 4x4 3x6 3x6 3x4 2x4 2x4 2x4 2x4 3x8 6-0-0 3-4-03-5-12 3-5-12 6-10-4 3-4-8 13-1-12 6-3-8 16-6-4 3-4-8 20-0-0 3-5-12 3-5-12 3-5-12 6-10-4 3-4-8 9-6-5 2-8-1 10-0-0 0-5-11 10-5-11 0-5-11 13-1-12 2-8-1 16-6-4 3-4-8 20-0-0 3-5-12 21-6-0 1-6-0 0-6-24-3-20-6-24.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-7], [5:0-2-0,Edge], [9:0-0-10,0-1-8], [11:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.76 0.92 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.36 -0.63 0.05 -0.19 (loc) 11-12 11-12 9 11-12 l/defl >672 >383 n/a 417 L/d 240 180 n/a 360 PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 *Except* 9-11: 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* 2-12,8-11: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=-88(LC 10) Max Uplift 1=-240(LC 12), 9=-348(LC 12) Max Grav 1=1090(LC 20), 9=1181(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2467/836, 2-3=-2080/612, 3-4=-1812/626, 4-5=-413/1827, 5-6=-422/1823, 6-7=-1817/617, 7-8=-2101/595, 8-9=-2427/790 BOT CHORD 1-12=-689/2261, 11-12=-393/1855, 9-11=-653/2214 WEBS 4-6=-3806/1111, 3-12=-26/537, 7-11=-5/543, 2-12=-544/323, 8-11=-471/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-3-4, Interior(1) 3-3-4 to 10-0-0, Exterior(2R) 10-0-0 to 13-1-12, Interior(1) 13-1-12 to 21-6-0 zone; cantilever 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). 3-4, 6-7, 4-6; Wall dead load (5.0psf) on member(s).3-12, 7-11 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 1 and 348 lb uplift at joint 9. 9) Attic room checked for L/360 deflection. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A5 Truss Type ROOF TRUSS Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243951 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-il9shO4xTTukSqBFy81Z33Q7zOwQWAm5I9Ppm8yHzTP Scale = 1:42.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 21 22 2x4 3x4 4x12 3x4 3x4 3x10 2x4 2x4 3x4 2x4 3x8 2x4 3x4 2x4 3x6 3x6 4-0-4 4-0-4 6-10-4 2-10-0 10-10-4 4-0-0 12-5-4 1-7-0 16-10-4 4-5-0 18-0-4 1-2-0 23-10-4 5-10-0 4-0-4 4-0-4 6-10-4 2-10-0 10-4-4 3-6-0 10-10-4 0-6-0 13-10-4 3-0-0 16-10-4 3-0-0 18-8-12 1-10-8 23-10-4 5-1-8 25-4-4 1-6-0 1-7-104-3-20-6-21-7-104.50 12 Plate Offsets (X,Y)-- [6:0-2-0,Edge], [10:0-0-0,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.64 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.29 -0.52 0.04 -0.15 (loc) 12-13 12-13 10 12-13 l/defl >819 >457 n/a 498 L/d 240 180 n/a 360 PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-4-0, 10=0-4-0 Max Horz 16=-101(LC 26) Max Uplift 16=-522(LC 4), 10=-325(LC 26) Max Grav 16=1490(LC 33), 10=1158(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/390, 2-3=-367/390, 3-4=-2014/271, 4-5=-1764/319, 5-6=-104/1600, 6-7=-114/1611, 7-8=-1753/310, 8-9=-2058/311, 9-10=-2334/382 BOT CHORD 15-16=-97/1915, 13-15=-102/1918, 12-13=-107/1795, 10-12=-252/2123 WEBS 1-16=-439/415, 2-16=-276/241, 3-16=-2278/406, 9-12=-559/229, 4-13=0/443, 8-12=-65/734, 3-13=-296/153, 5-7=-3512/455 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 7-8, 5-7; Wall dead load (5.0psf) on member(s).4-13, 8-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 522 lb uplift at joint 16 and 325 lb uplift at joint 10. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 61 lb up at 1-11-0, and 43 lb down and 61 lb up at 3-9-0 on top chord, and 59 lb down at 1-11-0, and 46 lb down at 3-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 12) 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) StandardContinued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A5 Truss Type ROOF TRUSS Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243951 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:56 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-il9shO4xTTukSqBFy81Z33Q7zOwQWAm5I9Ppm8yHzTP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-80, 5-6=-70, 6-7=-70, 7-8=-80, 8-11=-70, 13-17=-20, 12-13=-30, 12-18=-20, 5-7=-10 Drag: 4-13=-10, 8-12=-10 Concentrated Loads (lb) Vert: 16=-7(F) 2=-2(F) 21=-2(F) 22=-7(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A6 Truss Type ROOF TRUSS Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243952 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-AxiEuk5ZDn0b3_mRWrYocHzIqnGVFdYEXp8NIayHzTO Scale = 1:42.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 21 22 2x4 3x4 4x12 3x4 3x4 3x10 2x4 2x4 3x4 2x4 3x8 2x4 3x4 2x4 3x6 3x6 4-0-4 4-0-4 7-0-4 3-0-0 10-10-4 3-10-0 12-6-9 1-8-5 16-10-4 4-3-11 18-0-15 1-2-11 23-10-4 5-9-5 4-0-4 4-0-4 7-0-4 3-0-0 10-5-4 3-5-0 10-10-4 0-5-0 13-10-4 3-0-0 16-10-4 3-0-0 18-8-12 1-10-8 23-10-4 5-1-8 25-4-4 1-6-0 1-8-64-3-20-6-21-8-64.50 12 Plate Offsets (X,Y)-- [6:0-2-0,Edge], [10:0-0-0,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.78 0.65 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.29 -0.52 0.04 -0.15 (loc) 12-13 12-13 10 12-13 l/defl >826 >461 n/a 501 L/d 240 180 n/a 360 PLATES MT20 Weight: 110 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-14: 2x4 SP M 31 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-4-0, 10=0-4-0 Max Horz 16=-104(LC 26) Max Uplift 16=-526(LC 4), 10=-325(LC 26) Max Grav 16=1494(LC 33), 10=1159(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-351/379, 2-3=-351/379, 3-4=-2014/274, 4-5=-1763/320, 5-6=-103/1585, 6-7=-111/1595, 7-8=-1753/311, 8-9=-2057/312, 9-10=-2334/383 BOT CHORD 15-16=-110/1934, 13-15=-114/1937, 12-13=-108/1794, 10-12=-253/2122 WEBS 1-16=-429/399, 2-16=-289/246, 3-16=-2278/408, 9-12=-560/229, 4-13=0/453, 8-12=-64/732, 5-7=-3495/454, 3-13=-301/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 7-8, 5-7; Wall dead load (5.0psf) on member(s).4-13, 8-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 lb uplift at joint 16 and 325 lb uplift at joint 10. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 66 lb up at 1-11-0, and 46 lb down and 66 lb up at 3-9-0 on top chord, and 60 lb down at 1-11-0, and 48 lb down at 3-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 12) 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) StandardContinued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A6 Truss Type ROOF TRUSS Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243952 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:58 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-e7Gd646C_58Sh7Ld3Z318UVTaBck_4oOlTuwr1yHzTN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-80, 5-6=-70, 6-7=-70, 7-8=-80, 8-11=-70, 13-17=-20, 12-13=-30, 12-18=-20, 5-7=-10 Drag: 4-13=-10, 8-12=-10 Concentrated Loads (lb) Vert: 16=-10(B) 2=-5(B) 21=-5(B) 22=-10(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A7 Truss Type Roof Special Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243953 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-6Kq?JP7qlOGJJHvqdGaGhi2d0bvhjayX_7dTNTyHzTM Scale = 1:36.7 1 2 3 24 4 25 5 6 7 81110 9 26 27 285x12 5x6 5x6 4x6 5x6 3x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2-7-5 2-7-5 3-0-0 0-4-11 7-8-0 4-8-0 12-4-0 4-8-0 17-0-0 4-8-0 17-4-11 0-4-11 20-0-0 2-7-5 1-7-8 1-7-8 2-3-13 0-8-6 3-0-0 0-8-3 6-6-0 3-6-0 10-0-0 3-6-0 13-6-0 3-6-0 17-0-0 3-6-0 17-8-3 0-8-3 18-4-8 0-8-6 20-0-0 1-7-8 21-6-0 1-6-0 0-3-154-3-20-0-40-6-21-0-04.50 12 Plate Offsets (X,Y)-- [1:0-0-0,0-4-12], [6:0-5-15,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.86 0.86 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.45 0.27 (loc) 11-19 11-19 7 l/defl >999 >533 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 *Except* 12-14,15-16: 2x4 SP No.2, 13-14: 2x4 SP No.3 LBR SCAB 1-4 2x6 SP No.2 one side 4-8 2x6 SP No.2 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-13 oc bracing. REACTIONS. (size)1=0-4-0, 7=0-4-0 Max Horz 1=-88(LC 10) Max Uplift 1=-294(LC 12), 7=-408(LC 12) Max Grav 1=907(LC 1), 7=1011(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/230, 2-3=-2639/1399, 3-4=-2348/1276, 4-5=-2290/1253, 5-6=-2569/1376, 6-7=-290/248 BOT CHORD 2-11=-1212/2594, 10-11=-641/1544, 6-10=-1209/2527 WEBS 4-10=-444/878, 5-10=-709/475, 4-11=-469/946, 3-11=-749/487 NOTES- 1) Attached 10-10-4 scab 1 to 4, front face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 1-9-7 from end at joint 1, nail 2 row(s) at 4" o.c. for 2-9-15. 2) Attached 12-5-7 scab 4 to 8, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 6-0-12 from end at joint 4, nail 2 row(s) at 7" o.c. for 5-7-7. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-0 to 3-4-11, Interior(1) 3-4-11 to 10-0-0, Exterior(2R) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 21-6-0 zone; cantilever left and right exposed ;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) 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 294 lb uplift at joint 1 and 408 lb uplift at joint 7. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A8 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243954 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-aWONXl7SWiOAwRU0Bz5VDvbsN?E3S2ghDnN1vvyHzTL Scale = 1:38.1 1 2 3 4 23 5 6 24 7 8 9 10 16 15 14 13 12 11 25 26 27 28 5x6 5x8 3x8 2x4 5x6 4x4 5x6 4x4 2x4 3x8 3x4 2x4 3x8 3x4 3x4 2x4 3-0-0 3-0-0 6-0-0 3-0-0 9-0-0 3-0-0 11-0-0 2-0-0 14-0-0 3-0-0 17-0-0 3-0-0 20-0-0 3-0-0 -1-6-0 1-6-0 1-7-8 1-7-8 3-0-0 1-4-8 6-0-0 3-0-0 9-0-0 3-0-0 11-0-0 2-0-0 14-0-0 3-0-0 17-0-0 3-0-0 18-4-8 1-4-8 20-0-0 1-7-8 21-6-0 1-6-0 0-6-23-10-100-6-21-0-03-10-104.50 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [3:0-4-1,Edge], [3:0-2-6,0-2-0], [5:0-3-0,0-2-6], [6:0-5-8,0-2-8], [8:0-4-1,Edge], [8:0-2-6,0-2-0], [9:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.63 0.92 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.46 0.32 (loc) 13 12-13 9 l/defl >999 >521 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-16,8-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 LBR SCAB 1-5 2x6 SP No.2 both sides 6-10 2x6 SP No.2 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-4-0, 9=0-4-0 Max Horz 2=-78(LC 10) Max Uplift 2=-410(LC 12), 9=-410(LC 12) Max Grav 2=1005(LC 1), 9=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-18=-345/209, 3-4=-2607/1093, 4-5=-1823/792, 5-6=-1704/783, 6-7=-1818/798, 7-8=-2610/1104, 8-9=-345/225 BOT CHORD 3-15=-967/2598, 14-15=-966/2595, 13-14=-561/1698, 12-13=-995/2597, 8-12=-996/2600 WEBS 4-14=-999/477, 5-14=-160/450, 6-13=-171/449, 7-13=-1008/483 NOTES- 1) Attached 11-4-10 scab 1 to 5, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-7-4 from end at joint 1, nail 2 row(s) at 7" o.c. for 8-4-14. 2) Attached 11-4-10 scab 6 to 10, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 2-2-7 from end at joint 6, nail 2 row(s) at 7" o.c. for 8-4-14. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-0-0, Exterior(2E) 9-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 21-6-0 zone; cantilever left and right exposed ;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 2 and 410 lb uplift at joint 9. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A9 Truss Type Hip Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243955 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-2iylk584H0W1Yb3Clhckm77?SPaLBWCqSR6aRMyHzTK Scale = 1:38.1 1 2 3 4 5 23 6 7 24 8 9 10 11 12 16 15 14 13 25 26 5x6 5x8 3x4 5x6 5x6 5x6 5x6 3x4 3x4 3x4 2x4 3x8 2x4 3x4 2x4 2x4 3-0-0 3-0-0 7-0-0 4-0-0 13-0-0 6-0-0 17-0-0 4-0-0 20-0-0 3-0-0 -1-6-0 1-6-0 1-7-8 1-7-8 3-0-0 1-4-8 5-0-0 2-0-0 7-0-0 2-0-0 13-0-0 6-0-0 15-0-0 2-0-0 17-0-0 2-0-0 18-4-8 1-4-8 20-0-0 1-7-8 21-6-0 1-6-0 0-6-23-1-100-6-21-0-03-1-104.50 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [4:0-3-13,0-1-4], [4:0-2-11,0-2-10], [6:0-3-0,0-2-6], [7:0-5-8,0-2-8], [9:0-3-13,0-1-4], [9:0-2-11,0-2-10], [11:0-1-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.67 0.91 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.47 0.30 (loc) 14-15 14-15 11 l/defl >999 >507 n/a L/d 240 180 n/a PLATES MT20 Weight: 193 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 6-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-16,9-13: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 LBR SCAB 1-6 2x6 SP No.2 both sides 7-12 2x6 SP No.2 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-4-0, 11=0-4-0 Max Horz 2=64(LC 11) Max Uplift 2=-410(LC 12), 11=-410(LC 12) Max Grav 2=1005(LC 1), 11=1005(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1413/645, 3-4=-496/286, 4-5=-2883/1270, 5-6=-2327/1023, 6-7=-2277/1037, 7-8=-2326/1035, 8-9=-2883/1283, 9-10=-496/284, 10-11=-1413/641 BOT CHORD 2-16=-484/1198, 4-16=-258/678, 4-15=-1148/2890, 14-15=-859/2276, 9-14=-1181/2890, 9-13=-266/678, 11-13=-498/1198 WEBS 3-16=-1354/549, 5-15=-689/350, 6-15=-35/355, 7-14=-51/355, 8-14=-690/354, 10-13=-1354/566 NOTES- 1) Attached 9-3-0 scab 1 to 6, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-7-4 from end at joint 1, nail 2 row(s) at 7" o.c. for 5-0-9. 2) Attached 9-3-0 scab 7 to 12, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 3-5-2 from end at joint 7, nail 2 row(s) at 7" o.c. for 5-0-9. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-8, Interior(1) 1-6-8 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 13-0-0, Exterior(2R) 13-0-0 to 17-1-12, Interior(1) 17-1-12 to 21-6-0 zone; cantilever left and right exposed ;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 2 and 410 lb uplift at joint 11. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A10 Truss Type HIP GIRDER Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243956 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:51 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-LnLzeg0pexGSL3IH9aROM0jHjN94r_OM8th25xyHzTU Scale = 1:39.4 1 2 3 29 4 5 6 7 8 30 9 10 111615141312 31 32 33 34 35 36 37 38 5x8 5x8 5x12 5x8 5x8 5x8 2x4 4x4 4x4 4x8 2x4 4x4 4x4 2x4 2x4 2x4 2x4 2x4 2-7-5 2-7-5 3-0-0 0-4-11 5-0-0 2-0-0 7-6-14 2-6-14 10-0-0 2-5-2 12-5-2 2-5-2 15-0-0 2-6-14 17-0-0 2-0-0 17-4-11 0-4-11 20-0-0 2-7-5 -1-6-0 1-6-0 1-10-5 1-10-5 2-3-5 0-5-0 3-0-0 0-8-11 5-0-0 2-0-0 7-6-14 2-6-14 10-0-0 2-5-2 12-5-2 2-5-2 15-0-0 2-6-14 17-0-0 2-0-0 17-8-3 0-8-3 18-1-11 0-5-8 20-0-0 1-10-5 21-6-0 1-6-0 0-3-122-4-100-0-40-3-150-0-41-0-01-4-104.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-4-12], [3:0-7-3,0-0-0], [4:0-5-4,0-2-12], [8:0-5-4,0-2-12], [9:0-7-3,0-0-0], [10:0-0-1,0-4-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.91 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.53 0.27 (loc) 14 14 10 l/defl >728 >439 n/a L/d 240 180 n/a PLATES MT20 Weight: 348 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 *Except* 17-20,10-18: 2x4 SP No.2, 19-20,21-22: 2x4 SP No.3 LBR SCAB 1-4 2x6 SP No.2 both sides 8-11 2x6 SP No.2 both sides BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. REACTIONS. (size)2=0-4-0, 10=0-4-0 Max Horz 2=-48(LC 6) Max Uplift 2=-684(LC 8), 10=-690(LC 8) Max Grav 2=1558(LC 1), 10=1546(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-496/264, 3-4=-5631/2249, 4-5=-6547/2654, 5-6=-7146/2874, 6-7=-7146/2874, 7-8=-6537/2638, 8-9=-5609/2246, 9-10=-492/266 BOT CHORD 3-16=-2139/5551, 15-16=-2153/5599, 14-15=-2573/6547, 13-14=-2530/6537, 12-13=-2153/5574, 9-12=-2138/5527 WEBS 4-16=-105/332, 4-15=-451/1063, 5-15=-298/170, 5-14=-287/665, 6-14=-349/181, 7-14=-284/676, 7-13=-303/168, 8-13=-445/1079, 8-12=-107/330 NOTES- 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. 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) Attached 7-1-6 scab 1 to 4, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-10-13 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0; starting at 3-4-11 from end at joint 1, nail 2 row(s) at 4" o.c. for 3-6-11. 4) Attached 7-1-6 scab 8 to 11, both face(s) 2x6 SP No.2 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-0-1 from end at joint 8, nail 2 row(s) at 4" o.c. for 3-6-11; starting at 4-0-8 from end at joint 8, nail 2 row(s) at 7" o.c. for 2-0-0. 5) Unbalanced roof live loads have been considered for this design. 6) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 7) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 8) Provide adequate drainage to prevent water ponding. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss A10 Truss Type HIP GIRDER Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243956 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:53:51 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-LnLzeg0pexGSL3IH9aROM0jHjN94r_OM8th25xyHzTU NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 684 lb uplift at joint 2 and 690 lb uplift at joint 10. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 10. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 241 lb down and 266 lb up at 5-0-0, 79 lb down and 89 lb up at 7-0-12, 79 lb down and 89 lb up at 9-0-12, 79 lb down and 89 lb up at 10-11-4, and 79 lb down and 89 lb up at 12-11-4, and 241 lb down and 266 lb up at 15-0-0 on top chord, and 113 lb down and 79 lb up at 5-0-0, 65 lb down and 38 lb up at 7-0-12, 65 lb down and 38 lb up at 9-0-12, 65 lb down and 38 lb up at 10-11-4, and 65 lb down and 38 lb up at 12-11-4, and 113 lb down and 79 lb up at 14-11-4 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-24=-91, 4-24=-70, 4-8=-70, 8-9=-70, 9-10=-91, 10-11=-70, 23-26=-20 Concentrated Loads (lb) Vert: 4=-194(B) 8=-194(B) 16=-113(B) 12=-113(B) 31=-52(B) 32=-52(B) 33=-52(B) 34=-52(B) 35=-65(B) 36=-65(B) 37=-65(B) 38=-65(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss CJ1 Truss Type Jack-Open Qty 8 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243957 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-WvW7xR9i2JfuAlePIO8zJKgHxo6sw0Kzg5s8_oyHzTJ Scale = 1:7.1 1 2 3 4 3x4 0-11-4 0-11-4 -1-6-0 1-6-0 0-11-4 0-11-4 0-6-20-10-50-6-10-10-54.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=61(LC 12) Max Uplift 3=-14(LC 1), 2=-192(LC 12), 4=-29(LC 1) Max Grav 3=23(LC 12), 2=232(LC 1), 4=40(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever 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 14 lb uplift at joint 3, 192 lb uplift at joint 2 and 29 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss CJ3 Truss Type Jack-Open Qty 8 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243958 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:03 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-_54V9nAKpdnlnvDbs6fCrYDShCSefTZ7vlbhWEyHzTI Scale = 1:10.9 1 2 8 3 4 3x4 2-11-4 2-11-4 -1-6-0 1-6-0 2-11-4 2-11-4 0-6-21-7-54.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 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 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=98(LC 12) Max Uplift 3=-45(LC 12), 2=-158(LC 12) Max Grav 3=76(LC 1), 2=262(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-10-8 zone; cantilever 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 45 lb uplift at joint 3 and 158 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss CJ3A Truss Type Jack-Open Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243959 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-THeuM7AzaxvbP2onQpAROlldRcopOwpG8OLE2gyHzTH Scale = 1:11.0 1 2 8 3 4 3x4 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-6-21-7-101-3-51-7-104.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 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=0-3-8, 4=Mechanical Max Horz 2=99(LC 12) Max Uplift 3=-47(LC 12), 2=-158(LC 12) Max Grav 3=78(LC 1), 2=264(LC 1), 4=51(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone; cantilever 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 47 lb uplift at joint 3 and 158 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss CJ4 Truss Type Jack-Open Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243960 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-THeuM7AzaxvbP2onQpAROlldRcoeOwpG8OLE2gyHzTH Scale = 1:11.3 1 2 8 9 3 4 3x4 3-2-0 3-2-0 -1-6-0 1-6-0 3-2-0 3-2-0 0-6-21-8-61-4-11-8-64.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.24 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 4-7 4-7 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 3-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=103(LC 12) Max Uplift 3=-51(LC 12), 2=-159(LC 12) Max Grav 3=84(LC 1), 2=270(LC 1), 4=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 3-1-4 zone; cantilever 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 51 lb uplift at joint 3 and 159 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss CJ5 Truss Type Jack-Open Qty 6 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243961 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:05 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-xUBGaTBbLE1S1CN__XhgwzIkK04r7N3QM24oa7yHzTG Scale = 1:14.7 1 2 8 9 3 4 3x4 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-6-22-4-102-0-52-4-104.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.49 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.01 (loc) 4-7 4-7 3 l/defl >999 >886 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=0-4-0, 4=Mechanical Max Horz 2=138(LC 12) Max Uplift 3=-93(LC 12), 2=-171(LC 12) Max Grav 3=147(LC 1), 2=343(LC 1), 4=93(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone; cantilever 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 93 lb uplift at joint 3 and 171 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss CJ5A Truss Type Jack-Open Qty 6 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243962 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-PglenpCD6Y9JeMyAXECvTAquHQQXsqJZbiqL7ZyHzTF Scale = 1:15.7 1 2 3 6 10 11 4 5 3x4 2x4 5x6 3-0-0 3-0-0 5-0-0 2-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 5-0-0 2-0-0 0-6-22-4-101-4-102-0-51-0-04.50 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MR 0.54 0.34 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.11 0.06 (loc) 6 6 5 l/defl >552 >538 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-4-0, 5=Mechanical Max Horz 2=138(LC 12) Max Uplift 4=-64(LC 12), 2=-171(LC 12), 5=-18(LC 12) Max Grav 4=122(LC 1), 2=344(LC 1), 5=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone; cantilever 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 64 lb uplift at joint 4, 171 lb uplift at joint 2 and 18 lb uplift at joint 5.This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG1 Truss Type Flat Girder Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243963 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:08 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-L3tOCUETe9P1ug5YffENYbw8oD3LKaVs30JSBSyHzTD Scale = 1:33.3 1 2 3 4 5 6 7 8 9 10 11 12 26 25 24 23 22 21 20 19 18 17 16 15 14 132728293031 6x8 5x6 6x8 4x6 6x8 4x4 4x4 4x4 4x4 2x4 2x4 4x4 4x4 4x4 4x4 6x8 4x6 1-0-01-0-0 1-2-120-2-12 3-2-11-11-5 5-1-61-11-5 7-0-111-11-5 9-0-01-11-5 11-0-02-0-0 12-11-51-11-5 14-10-101-11-5 16-9-151-11-5 18-9-41-11-5 19-0-00-2-1220-0-01-0-0 1-2-121-2-12 3-2-11-11-5 5-1-61-11-5 7-0-111-11-5 9-0-01-11-5 11-0-02-0-0 12-11-51-11-5 14-10-101-11-5 16-9-151-11-5 18-9-41-11-5 20-0-01-2-12 1-4-0Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [14:0-3-8,0-4-8], [25:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MS 0.92 0.51 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 0.17 -0.02 (loc) 19-20 19-20 14 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 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. REACTIONS. (size)25=0-5-8, 14=0-5-8 Max Uplift 25=-1600(LC 4), 14=-1603(LC 5) Max Grav 25=3180(LC 1), 14=3179(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-424/201, 1-2=-834/2096, 2-3=-792/1645, 3-4=-704/1026, 4-5=-1463/1486, 5-6=-1838/1676, 6-7=-1838/1676, 7-8=-1838/1676, 8-9=-1447/1486, 9-10=-706/1044, 10-11=-798/1650, 11-12=-833/2096, 12-13=-424/201 BOT CHORD 24-25=-2096/834, 22-24=-1645/792, 21-22=-1026/704, 20-21=-1486/1463, 19-20=-1676/1838, 18-19=-1516/1499, 17-18=-1044/706, 15-17=-1650/798, 14-15=-2096/833 WEBS 1-25=-2612/1040, 2-25=-926/648, 2-24=-1023/1354, 3-24=-728/501, 3-22=-949/1404, 4-22=-570/339, 4-21=-563/850, 5-21=-372/242, 5-20=-362/424, 8-19=-339/390, 8-18=-375/243, 9-18=-543/830, 9-17=-569/338, 10-17=-956/1406, 10-15=-728/504, 11-15=-1028/1354, 11-14=-926/651, 12-14=-2612/1040 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1600 lb uplift at joint 25 and 1603 lb uplift at joint 14. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2217 lb down and 863 lb up at 0-1-12, and 2217 lb down and 863 lb up at 19-10-4 on top chord, and 114 lb down and 308 lb up at 4-0-12, 25 lb down and 76 lb up at 6-0-12, 25 lb down and 76 lb up at 8-0-12, 25 lb down and 76 lb up at 10-0-12, 25 lb down and 76 lb up at 12-0-12, and 25 lb down and 76 lb up at 14-0-12, and 114 lb down and 308 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG1 Truss Type Flat Girder Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243963 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:08 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-L3tOCUETe9P1ug5YffENYbw8oD3LKaVs30JSBSyHzTD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-12=-100, 13-26=-20 Concentrated Loads (lb) Vert: 1=-2217(F) 12=-2217(F) 23=123(F) 16=123(F) 27=39(F) 28=39(F) 29=39(F) 30=39(F) 31=39(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG2 Truss Type Flat Girder Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243964 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:10 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-HR?9dAFjAnfl7zFxm4Hrd0?aC1groT?9WKoZGKyHzTB Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 1326 2x4 3x4 5x6 3x4 2x4 4x6 6x8 4x4 4x4 3x10 5x6 2x4 4x4 2x4 3x10 2x4 3x4 3x4 3x4 3x4 3x8 3x8 3x8 3x8 6x8 1-0-01-0-0 1-2-120-2-12 3-2-11-11-5 5-1-61-11-5 7-0-111-11-5 9-0-01-11-5 11-0-02-0-0 12-11-51-11-5 14-10-101-11-5 16-9-151-11-5 18-9-41-11-5 19-0-00-2-1220-0-01-0-0 1-2-121-2-12 3-2-11-11-5 5-1-61-11-5 7-0-111-11-5 9-0-01-11-5 11-0-02-0-0 12-11-51-11-5 14-10-101-11-5 16-9-151-11-5 18-9-41-11-5 20-0-01-2-12 1-4-0Plate Offsets (X,Y)-- [3:0-3-8,0-1-8], [8:0-3-0,0-3-0], [10:0-3-8,0-1-8], [11:0-3-8,0-1-8], [14:0-3-8,0-3-12], [15:0-3-8,0-1-8], [16:0-3-8,0-1-8], [24:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MS 0.54 0.82 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.34 0.02 (loc) 19 19 14 l/defl >910 >618 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 13-21: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 2-23,3-22,5-19,8-18,9-17,10-16,11-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)24=0-5-8, 14=0-5-8 Max Uplift 24=-1801(LC 4), 14=-1749(LC 5) Max Grav 24=4536(LC 1), 14=4425(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-330/120, 1-2=-879/2111, 2-3=-418/329, 3-4=-4611/1764, 4-5=-4611/1764, 5-6=-6580/2473, 6-7=-6580/2473, 7-8=-6593/2460, 8-9=-5520/2063, 9-10=-3774/1407, 10-11=-1023/357, 11-12=-695/1677, 12-13=-706/264 BOT CHORD 23-24=-2111/879, 22-23=-329/418, 20-22=-1764/4611, 19-20=-1764/4611, 18-19=-2460/6593, 17-18=-2120/5657, 16-17=-1407/3774, 15-16=-357/1023, 14-15=-1677/695 WEBS 1-24=-2602/1089, 2-24=-1724/698, 2-23=-1089/2820, 3-23=-2038/826, 3-22=-1812/4675, 4-22=-619/275, 5-20=-1090/460, 5-19=-928/2196, 6-19=-498/235, 7-18=-389/224, 8-18=-487/1061, 8-17=-915/397, 9-17=-774/1946, 9-16=-1285/525, 10-16=-1171/3068, 10-15=-1706/689, 11-15=-1146/3011, 11-14=-1857/742, 12-14=-2063/858, 7-19=-335/233 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 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=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 1801 lb uplift at joint 24 and 1749 lb uplift at joint 14. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG2 Truss Type Flat Girder Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243964 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:10 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-HR?9dAFjAnfl7zFxm4Hrd0?aC1groT?9WKoZGKyHzTB NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2217 lb down and 863 lb up at 0-1-12, and 2217 lb down and 863 lb up at 19-10-4 on top chord, and 300 lb down and 117 lb up at 0-1-12, and 180 lb down and 98 lb up at 7-0-12, and 180 lb down and 98 lb up at 7-9-4 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: 1-4=-100, 4-11=-210(F=-110), 11-12=-100, 13-25=-20 Concentrated Loads (lb) Vert: 25=-300(F) 1=-2217(F) 12=-2217(F) 20=-180(B) 26=-180(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG3 Truss Type Flat Girder Qty 4 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243965 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-leZXqWGMw4ncl7q7Kno5AEYmTR9zX1pIl_X6omyHzTA Scale = 1:11.7 1 2 3 6 5 42x4 ST1.5x8 STP 2x4 3x8 3x4 2x4 3x6 2-5-10 2-5-10 2-9-8 0-3-14 5-3-13 2-6-5 2-9-8 2-9-8 5-3-13 2-6-5 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.51 0.26 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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* 3-4: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-7-12 Max Uplift 4=-909(LC 1), 5=-1447(LC 4) Max Grav 4=407(LC 4), 5=3207(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-831/1908, 2-3=-831/1908, 3-4=-319/757 WEBS 1-5=-2030/884, 2-5=-389/210, 3-5=-2068/900 NOTES- 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 0-3-0 oc, 2x6 - 2 rows staggered 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) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 909 lb uplift at joint 4 and 1447 lb uplift at joint 5. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 750 lb down and 292 lb up at 0-1-12 on top chord, and 800 lb down and 311 lb up at 2-8-0, and 156 lb down and 154 lb up at 2-8-0 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: 1-3=-100, 4-6=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG3 Truss Type Flat Girder Qty 4 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243965 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:11 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-leZXqWGMw4ncl7q7Kno5AEYmTR9zX1pIl_X6omyHzTA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-956(F=-800, B=-156) 1=-750(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG4 Truss Type FLAT GIRDER Qty 4 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243966 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-Eq7v2sH_hOvTNHPKuVJKjR4y4qWQGVqSzeHgKDyHzT9 Scale = 1:11.4 1 2 3 6 5 47 3x6 2x4 5x6 4x4 3x4 4x6 1-10-0 1-10-0 2-0-12 0-2-12 6-0-0 3-11-4 3-0-0 3-0-0 6-0-0 3-0-0 1-4-0Plate Offsets (X,Y)-- [2:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.39 0.18 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 76 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 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)4=Mechanical, 5=0-5-8 Max Uplift 4=-700(LC 17), 5=-884(LC 4) Max Grav 4=297(LC 20), 5=1343(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-630/1422 BOT CHORD 4-5=-766/304 WEBS 1-5=-1566/693, 2-5=-902/447, 2-4=-319/802 NOTES- 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 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=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700 lb uplift at joint 4 and 884 lb uplift at joint 5. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 564 lb down and 219 lb up at 0-1-12 on top chord, and 375 lb down and 895 lb up at 3-10-8, and 117 lb down and 327 lb up at 4-0-12 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: 1-3=-100, 4-6=-20 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG4 Truss Type FLAT GIRDER Qty 4 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243966 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:12 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-Eq7v2sH_hOvTNHPKuVJKjR4y4qWQGVqSzeHgKDyHzT9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=-564(F) 7=440(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG5 Truss Type Flat Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243967 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-Eq7v2sH_hOvTNHPKuVJKjR4x_qUAGXoSzeHgKDyHzT9 Scale = 1:9.412 4 35 2x4 4x4 2x4 4x4 3-7-8 3-7-8 3-7-8 3-7-8 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.46 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=Mechanical Max Uplift 4=-116(LC 8), 3=-117(LC 8) Max Grav 4=299(LC 1), 3=301(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-167/276, 2-3=-167/276 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 117 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 259 lb up at 1-10-0 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-4=-20 Concentrated Loads (lb) Vert: 5=-200(F) This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG6 Truss Type Flat Girder Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243968 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:14 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-ACEgTYIED?9BcbZi?wLoosAGVe9TkLvkRymmP5yHzT7 Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 2x4 6x8 5x6 6x8 2x4 4x6 7x8 2x4 2x4 3x8 2x4 6x8 1-0-0 1-0-0 1-2-12 0-2-12 1-7-0 0-4-4 3-2-1 1-7-1 5-1-6 1-11-5 7-0-11 1-11-5 9-0-0 1-11-5 11-0-0 2-0-0 12-11-5 1-11-5 14-10-10 1-11-5 16-9-15 1-11-5 18-9-4 1-11-5 19-0-0 0-2-12 20-0-0 1-0-0 1-2-121-2-12 3-2-11-11-5 5-1-61-11-5 7-0-111-11-5 9-0-01-11-5 11-0-02-0-0 12-11-51-11-5 14-10-101-11-5 16-9-151-11-5 18-9-41-11-5 20-0-01-2-12 1-4-0Plate Offsets (X,Y)-- [8:0-3-0,0-3-0], [14:0-3-8,0-4-8], [24:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MS 0.52 0.33 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 23-24 23-24 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 221 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-10-0 except (jt=length) 24=0-5-8, 14=0-5-8. (lb) - Max Horz 24=30(LC 32) Max Uplift All uplift 100 lb or less at joint(s) except 24=-1749(LC 25), 23=-647(LC 1), 22=-283(LC 26), 20=-367(LC 25), 19=-220(LC 28), 18=-173(LC 25), 17=-165(LC 28), 16=-171(LC 28), 15=-350(LC 1), 14=-1582(LC 28) Max Grav All reactions 250 lb or less at joint(s) 15 except 24=3851(LC 1), 23=320(LC 27), 22=273(LC 29), 20=459(LC 1), 19=447(LC 1), 18=401(LC 1), 17=354(LC 1), 16=425(LC 1), 14=3501(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=-533/421, 1-2=-1895/2246, 2-3=-917/840, 3-4=-553/454, 4-5=-362/290, 5-6=-329/282, 6-7=-445/398, 7-8=-329/304, 8-9=-345/293, 9-10=-446/354, 10-11=-797/762, 11-12=-1683/1965, 12-13=-465/364 BOT CHORD 23-24=-2246/2076, 22-23=-840/905, 20-22=-270/341, 19-20=-562/633, 18-19=-303/327, 17-18=-316/340, 16-17=-424/516, 15-16=-762/874, 14-15=-1965/1833 WEBS 1-24=-2788/2286, 2-24=-1111/1112, 2-23=-1643/1569, 3-23=-413/560, 3-22=-977/774, 4-22=-417/380, 5-20=-449/590, 5-19=-522/495, 6-19=-422/381, 7-18=-365/481, 8-18=-366/368, 8-17=-416/544, 9-17=-442/397, 9-16=-521/599, 10-16=-736/581, 10-15=-558/626, 11-15=-1407/1341, 11-14=-1104/1078, 12-14=-2434/2001, 7-19=-383/408 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 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=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 3x4 MT20 unless otherwise indicated. 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.Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss FG6 Truss Type Flat Girder Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243968 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:15 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-ePo2guJs_JH2El8vZds1K4iRF2UiTo9ugcVKxYyHzT6 NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1749 lb uplift at joint 24, 647 lb uplift at joint 23, 283 lb uplift at joint 22, 367 lb uplift at joint 20, 220 lb uplift at joint 19, 173 lb uplift at joint 18, 165 lb uplift at joint 17, 171 lb uplift at joint 16, 350 lb uplift at joint 15 and 1582 lb uplift at joint 14. 10) This truss has been designed for a total drag load of 2800 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 1-0-0 to 19-0-0 for 155.6 plf. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2517 lb down and 1962 lb up at 0-1-12, and 2217 lb down and 1728 lb up at 19-10-4 on top 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: 1-26=-100, 11-26=-210(F=-110), 11-12=-100, 13-25=-20 Concentrated Loads (lb) Vert: 1=-2517(F) 12=-2217(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss HJ8 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243969 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:16 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-6bMQtDKUldPuruj57KOGtHFe8Sq5CKw1uGFtT_yHzT5 Scale = 1:17.6 1 2 3 7 6 5 11 12 4 13 14 3x4 ST1.5x8 STP 3x4 2x4 3x4 3-6-9 3-6-9 7-0-2 3-5-9 -2-1-7 2-1-7 3-6-9 3-6-9 7-0-2 3-5-9 0-5-152-4-42-0-32-4-43.18 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.38 0.32 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 -0.01 (loc) 7-10 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-11, 6=Mechanical Max Horz 2=144(LC 4) Max Uplift 4=-75(LC 4), 2=-232(LC 4), 6=-24(LC 4) Max Grav 4=118(LC 17), 2=402(LC 28), 6=177(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/72 BOT CHORD 2-7=-111/409, 6-7=-111/409 WEBS 3-6=-432/117 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 75 lb uplift at joint 4, 232 lb uplift at joint 2 and 24 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 113 lb up at 1-5-12, 93 lb down and 113 lb up at 1-5-12, and 47 lb down and 59 lb up at 4-3-11, and 47 lb down and 59 lb up at 4-3-11 on top chord, and 29 lb down and 58 lb up at 1-5-12, 29 lb down and 58 lb up at 1-5-12, and 19 lb down at 4-3-11, and 19 lb down at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=95(F=48, B=48) 13=73(F=37, B=37) 14=-2(F=-1, B=-1) This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss HJ8A Truss Type Diagonal Hip Girder Qty 2 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243970 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:17 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-anwo5ZL6WwXlT2HHh2vVPVom3rB0xnyB7w_Q0QyHzT4 Scale = 1:17.8 1 2 3 4 8 7 15 5 16 17 6 3x4 ST1.5x8 STP 3x4 2x4 2x4 4-2-3 4-2-3 -2-1-7 2-1-7 2-3-5 2-3-5 3-8-3 1-4-13 4-2-3 0-6-0 5-5-6 1-3-4 7-0-2 1-6-12 0-5-152-4-40-6-11-10-21-4-41-0-03.18 12 Plate Offsets (X,Y)-- [2:0-4-3,0-0-2], [4:0-2-10,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.57 0.28 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.13 0.03 (loc) 7 7 6 l/defl >911 >641 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-5-11, 6=Mechanical Max Horz 2=144(LC 20) Max Uplift 5=-140(LC 4), 2=-278(LC 4), 6=-24(LC 4) Max Grav 5=241(LC 1), 2=429(LC 28), 6=76(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever 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 140 lb uplift at joint 5, 278 lb uplift at joint 2 and 24 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 113 lb up at 1-5-12, and 93 lb down and 113 lb up at 1-5-12 on top chord, and 29 lb down and 58 lb up at 1-5-12, 29 lb down and 58 lb up at 1-5-12, and 48 lb down and 57 lb up at 4-2-3, and 48 lb down and 57 lb up at 4-2-3 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: 1-5=-70, 7-9=-20, 6-12=-20 Concentrated Loads (lb) Vert: 7=-95(F=-48, B=-48) 15=95(F=48, B=48) 16=73(F=37, B=37) This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T01 Truss Type Flat Qty 4 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243971 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:18 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-2_UAIvLlHEgc5CsTElQkyiKunFNzg6sKMak_YsyHzT3 Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 2x4 6x8 5x6 6x8 2x4 4x4 6x8 6x8 3x10 3x8 3x8 3x4 3x4 2x4 2x4 3x4 3x8 3x8 3x10 6x8 6x8 1-0-01-0-0 1-2-120-2-12 3-9-132-7-1 6-4-152-7-1 9-0-02-7-1 11-0-02-0-0 13-7-12-7-1 16-2-32-7-1 18-9-42-7-1 19-0-00-2-1220-0-01-0-0 1-2-121-2-12 3-9-132-7-1 6-4-152-7-1 9-0-02-7-1 11-0-02-0-0 13-7-12-7-1 16-2-32-7-1 18-9-42-7-1 20-0-01-2-12 1-4-0Plate Offsets (X,Y)-- [2:0-3-8,0-3-0], [3:0-3-8,0-1-8], [7:0-3-0,0-3-0], [8:0-3-8,0-1-8], [9:0-3-8,0-3-0], [12:0-3-8,0-3-0], [13:0-3-8,0-1-8], [14:0-3-8,0-1-8], [18:0-3-8,0-1-8], [19:0-3-8,0-1-8], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MS 0.76 0.94 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.32 0.02 (loc) 15-16 15-16 12 l/defl >987 >659 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 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* 2-19,3-18,4-16,7-15,8-14,9-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. REACTIONS. (size)20=0-5-8, 12=0-5-8 Max Uplift 20=-1036(LC 8), 12=-1036(LC 9) Max Grav 20=2633(LC 1), 12=2633(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1083/1330, 2-3=-650/454, 3-4=-2117/1599, 4-5=-2757/2097, 5-6=-2757/2097, 6-7=-2757/2097, 7-8=-2097/1579, 8-9=-654/458, 9-10=-1084/1332 BOT CHORD 19-20=-1330/1083, 18-19=-454/650, 16-18=-1599/2117, 15-16=-2097/2757, 14-15=-1645/2170, 13-14=-458/654, 12-13=-1332/1084 WEBS 1-20=-1746/1427, 2-20=-1188/981, 2-19=-1657/2135, 3-19=-802/694, 3-18=-1234/1581, 4-18=-528/479, 4-16=-537/690, 7-15=-491/638, 7-14=-527/477, 8-14=-1208/1555, 8-13=-803/695, 9-13=-1663/2140, 9-12=-1186/979, 10-12=-1748/1429 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 1036 lb uplift at joint 20 and 1036 lb uplift at joint 12. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1450 lb down and 1130 lb up at 0-1-12, and 1450 lb down and 1130 lb up at 19-10-4 on top 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=1.00, Plate Increase=1.00 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T01 Truss Type Flat Qty 4 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243971 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:18 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-2_UAIvLlHEgc5CsTElQkyiKunFNzg6sKMak_YsyHzT3 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-10=-100, 11-21=-20 Concentrated Loads (lb) Vert: 1=-1450(F) 10=-1450(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T01A Truss Type Flat Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243972 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:21 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-TZ9JxxOda92Bygb2wuzRaLyNFTPRtTUm2Yye9ByHzT0 Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 2x4 6x8 5x6 6x8 2x4 4x4 6x8 6x8 3x10 3x8 3x8 3x4 3x4 2x4 2x4 3x4 3x8 3x8 3x10 6x8 6x8 1-0-01-0-0 1-2-120-2-12 3-9-132-7-1 6-4-152-7-1 9-0-02-7-1 11-0-02-0-0 13-7-12-7-1 16-2-32-7-1 18-9-42-7-1 19-0-00-2-1220-0-01-0-0 1-2-121-2-12 3-9-132-7-1 6-4-152-7-1 9-0-02-7-1 11-0-02-0-0 13-7-12-7-1 16-2-32-7-1 18-9-42-7-1 20-0-01-2-12 1-4-0Plate Offsets (X,Y)-- [2:0-3-8,0-3-0], [3:0-3-8,0-1-8], [7:0-3-0,0-3-0], [8:0-3-8,0-1-8], [9:0-3-8,0-3-0], [12:0-3-8,0-3-0], [13:0-3-8,0-1-8], [14:0-3-8,0-1-8], [18:0-3-8,0-1-8], [19:0-3-8,0-1-8], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MS 0.87 0.89 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.30 0.02 (loc) 15-16 15-16 12 l/defl >999 >698 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 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* 2-19,3-18,4-16,7-15,8-14,9-13: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. REACTIONS. (size)20=0-5-8, 12=0-5-8 Max Uplift 20=-1160(LC 8), 12=-1029(LC 9) Max Grav 20=2951(LC 1), 12=2614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1309/1621, 2-3=-389/250, 3-4=-1899/1430, 4-5=-2605/1978, 5-6=-2605/1978, 6-7=-2605/1978, 7-8=-2011/1512, 8-9=-609/423, 9-10=-1085/1333 BOT CHORD 19-20=-1621/1309, 18-19=-250/389, 16-18=-1430/1899, 15-16=-1978/2605, 14-15=-1575/2081, 13-14=-423/609, 12-13=-1333/1085 WEBS 1-20=-2130/1726, 2-20=-1219/1006, 2-19=-1681/2166, 3-19=-817/705, 3-18=-1271/1628, 4-18=-550/496, 4-16=-591/760, 7-15=-438/569, 7-14=-505/460, 8-14=-1173/1511, 8-13=-786/682, 9-13=-1626/2093, 9-12=-1168/965, 10-12=-1750/1430 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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 1160 lb uplift at joint 20 and 1029 lb uplift at joint 12. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1750 lb down and 1364 lb up at 0-1-12, and 1450 lb down and 1130 lb up at 19-10-4 on top 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=1.00, Plate Increase=1.00 Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T01A Truss Type Flat Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243972 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:21 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-TZ9JxxOda92Bygb2wuzRaLyNFTPRtTUm2Yye9ByHzT0 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-10=-100, 11-21=-20 Concentrated Loads (lb) Vert: 1=-1750(F) 10=-1450(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T01B Truss Type FLAT Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243973 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:22 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-xljh8HOFLTA2ZpAFTbUg6YVXcssgcwgwHCiBheyHzT? Scale = 1:33.6 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 236x8 5x6 6x8 2x4 6x8 4x4 4x4 2x4 2x4 6x8 1-0-01-0-0 1-2-120-2-12 3-9-132-7-1 6-4-152-7-1 9-0-02-7-1 11-0-02-0-0 13-7-12-7-1 16-2-32-7-1 18-9-42-7-1 19-0-00-2-1220-0-01-0-0 1-2-121-2-12 3-9-132-7-1 6-4-152-7-1 9-0-02-7-1 11-0-02-0-0 13-7-12-7-1 16-2-32-7-1 18-9-42-7-1 20-0-01-2-12 1-4-0Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [12:0-3-8,0-3-0], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MS 0.90 0.44 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.02 (loc) 14-15 14-15 12 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 *Except* 1-21: 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 5-9-13 oc bracing. REACTIONS. (size)20=0-5-8, 12=0-5-8 Max Uplift 20=-2281(LC 8), 12=-971(LC 9) Max Grav 20=5839(LC 1), 12=2466(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-385/256, 1-2=-3089/3913, 2-3=-1374/1703, 3-4=-261/164, 4-5=-1388/1034, 5-6=-1388/1034, 6-7=-1388/1034, 7-8=-1322/977, 9-10=-1092/1342 BOT CHORD 20-21=-300/232, 19-20=-3913/3089, 18-19=-1703/1374, 16-18=-164/261, 15-16=-1034/1388, 14-15=-1022/1368, 12-13=-1342/1092 WEBS 1-20=-5217/4127, 2-20=-1551/1265, 2-19=-1849/2382, 3-19=-931/793, 3-18=-1570/2014, 4-18=-725/632, 4-16=-1025/1318, 5-16=-339/321, 7-14=-332/325, 8-14=-901/1161, 8-13=-650/576, 9-13=-1329/1711, 9-12=-1019/849, 10-12=-1762/1440 NOTES- 1) na 2) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc, 2x4 - 2 rows staggered at 0-2-0 oc, Except member 10-11 2x4 - 2 rows staggered at 0-2-0 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. 3) 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. 4) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;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) All plates are 3x4 MT20 unless otherwise indicated. 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 2281 lb uplift at joint 20 and 971 lb uplift at joint 12. Continued on page 2 This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T01B Truss Type FLAT Qty 1 Ply 2 Duval - Goldwasser Pool House Job Reference (optional) T29243973 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:22 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-xljh8HOFLTA2ZpAFTbUg6YVXcssgcwgwHCiBheyHzT? NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4500 lb down and 3508 lb up at 0-2-12, and 1450 lb down and 1130 lb up at 19-10-4 on top 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: 1-10=-100, 11-21=-20 Concentrated Loads (lb) Vert: 1=-4500(F) 10=-1450(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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T02 Truss Type Flat Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243974 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:23 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-PxH3MdPt6mIvBzlR1J0vfm2kNGE1LIz3VsRlD4yHzT_ Scale = 1:9.6 1 2 3 6 5 4 2x4 2x4 7x10 6x8 3x6 3x8 1-0-0 1-0-0 1-2-12 0-2-12 4-11-4 3-8-8 5-0-0 0-0-12 1-2-12 1-2-12 5-0-0 3-9-4 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.77 0.30 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 3-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-5-8 Max Uplift 4=-357(LC 1), 5=-1126(LC 8) Max Grav 4=145(LC 8), 5=2780(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2255/1679, 2-3=-2255/1679, 3-4=-442/363 WEBS 1-5=-2330/3128, 2-5=-503/796, 3-5=-1747/2346 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 4 and 1126 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1858 lb down and 2406 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=-20 Concentrated Loads (lb) Vert: 1=-1858(F) This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T03 Truss Type Flat Qty 10 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243975 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:24 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-t8rSZzQVt4Qmp7Kdb0X8Czawdgbp4sODkWBIkWyHzSz Scale = 1:11.4 1 2 3 6 5 42x4 4x4 2x4 6x8 6x8 2x4 1-10-0 1-10-0 2-0-12 0-2-12 6-0-0 3-11-4 2-0-12 2-0-12 6-0-0 3-11-4 1-4-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.74 0.20 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-5-8 Max Uplift 4=-60(LC 18), 5=-583(LC 8) Max Grav 4=35(LC 8), 5=1306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1364/914, 2-3=-1250/843 WEBS 1-5=-1065/1589, 2-5=-428/686, 3-5=-872/1293 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 4 and 583 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 565 lb down and 711 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-100, 4-6=-20 Concentrated Loads (lb) Vert: 1=-565(F) This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T04 Truss Type Flat Qty 4 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243976 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:25 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-LKPqmIR8dOYdQHvq9j2NkB7Aa4w5pGfMzAwsHzyHzSy Scale = 1:9.512 5 4 3 2x4 ST1.5x8 STP 2x4 6x8 6x8 6x8 1-0-0 1-0-0 1-2-12 0-2-12 1-8-0 0-5-4 1-9-7 0-1-7 1-10-15 0-1-8 1-10-151-10-15 1-4-01-0-81-4-0Plate Offsets (X,Y)-- [4:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.40 0.27 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 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 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-6-0, 2=Mechanical Max Horz 4=-1257(LC 1), 2=1257(LC 1) Max Uplift 4=-650(LC 8) Max Grav 4=1594(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-246/283, 1-2=-1483/1101, 2-3=-276/394 WEBS 1-4=-1655/2229, 2-4=-333/249 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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) Refer to girder(s) for truss to truss connections. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 650 lb uplift at joint 4. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1400 lb down and 1813 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-5=-20 Concentrated Loads (lb) Vert: 1=-1400(F) This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T05 Truss Type FLAT Qty 4 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243977 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:26 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-pWzC_eRmOhgU2RU0iRZcHOfEJUF7YjKVBqgPpPyHzSx Scale = 1:9.412 5 4 3 2x4 2x4 7x8 6x8 3x6 1-0-0 1-0-0 1-2-12 0-2-12 4-0-0 2-9-4 4-0-0 4-0-0 1-4-0Plate Offsets (X,Y)-- [4:0-4-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.85 0.34 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.01 0.00 (loc) 3-4 3-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 2-3: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=0-5-8 Max Uplift 3=-327(LC 1), 4=-755(LC 8) Max Grav 3=135(LC 8), 4=1822(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-239/255, 1-2=-1602/1133, 2-3=-304/246 WEBS 1-4=-1513/2139, 2-4=-1211/1712 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 3 and 755 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1060 lb down and 1373 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-100, 3-5=-20 Concentrated Loads (lb) Vert: 1=-1060(F) This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T06 Truss Type Flat Qty 4 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243978 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:26 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-pWzC_eRmOhgU2RU0iRZcHOfQzUJKYqEVBqgPpPyHzSx Scale = 1:9.512 4 3 2x4 3x4 3x4 3x6 1-9-2 1-9-2 1-9-14 0-0-12 1-9-14 1-9-14 1-4-01-0-8LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 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-MP 0.11 0.07 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 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 1-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=Mechanical Max Horz 3=-135(LC 1), 2=135(LC 1) Max Uplift 3=-126(LC 8) Max Grav 3=184(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-362/135 WEBS 1-3=-163/438 NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever 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) Refer to girder(s) for truss to truss connections. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 3. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss T016 Truss Type Common Supported Gable Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243979 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:19 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-WA2ZWFMN2YoTiMRgoTxzVwt9?fvKPh2UaETX4JyHzT2 Scale = 1:21.0 1 2 3 4 5 6 7 85x8 3x4 4x4 5x8 3x6 2x4 8-0-0 8-0-0 -1-6-0 1-6-0 4-0-0 4-0-0 8-0-0 4-0-0 9-6-0 1-6-0 0-4-01-6-40-4-04.50 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4], [2:0-4-3,Edge], [4:Edge,0-2-4], [4:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.16 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 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. (size)2=8-0-0, 4=8-0-0, 6=8-0-0 Max Horz 2=34(LC 11) Max Uplift 2=-200(LC 12), 4=-200(LC 12), 6=-50(LC 12) Max Grav 2=297(LC 1), 4=297(LC 1), 6=336(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-250/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 4-0-0, Corner(3R) 4-0-0 to 7-0-0, Exterior(2N) 7-0-0 to 9-6-0 zone; cantilever 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 2, 200 lb uplift at joint 4 and 50 lb uplift at joint 6. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 4. This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss V03 Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243980 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:27 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-HjXaB_SO9?oLgb2CG84rpcCcrtgUHJWfQTQyLryHzSw Scale = 1:6.9 1 2 3 2x4 2x4 2x4 2-2-8 2-2-8 0-0-40-9-154.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 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 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-13, 3=2-1-13 Max Horz 1=24(LC 12) Max Uplift 1=-14(LC 12), 3=-24(LC 12) Max Grav 1=55(LC 1), 3=55(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 24 lb uplift at joint 3.This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Job 3128252 Truss V03A Truss Type Valley Qty 1 Ply 1 Duval - Goldwasser Pool House Job Reference (optional) T29243981 8.530 s Aug 11 2022 MiTek Industries, Inc. Fri Nov 18 10:54:28 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:c1cmn4y2yjHdCQ9IbphVC5yn_U0-mv4yPKT0wJwCHkdOqsb4MplnjH?m0mmof79WtHyHzSv Scale = 1:6.6 1 2 3 2x4 2x4 2x4 2-0-8 2-0-8 0-0-40-9-34.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-11-13, 3=1-11-13 Max Horz 1=21(LC 12) Max Uplift 1=-12(LC 12), 3=-20(LC 12) Max Grav 1=48(LC 1), 3=48(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=145mph (3-second gust) Vasd=112mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 20 lb uplift at joint 3.This item has been electronically signed and sealed by Velez, Joaquin, 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. November 18,2022 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