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309 PLAZA RES23-0026 TRUSS ENGINEERING16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: 3128249 - Duval - Goldwasser Res-Floor Design Code: FBC2020/TPI2014Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.5 1 of 2 This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf Site Information: Lot/Block: 4-6/11 Customer Info: DUVAL CONSTRUCTION Project Name: GOLDWASSER RES Floor 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 29,2022 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Lee, Julius 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 T29288443 EJ14 Date 11/28/222T29288444EJ1911/28/223T29288445EJ19B11/28/224T29288446EJ19C11/28/225T29288447EJ19D11/28/226T29288448EJ19F11/28/227T29288449EJ19K11/28/228T29288450EJ19L11/28/229T29288451EJ19M11/28/2210T29288452FG111/28/2211T29288453FG211/28/2212T29288454FG311/28/2213T29288455FG411/28/2214T29288456FG511/28/22 No.Seal#Truss Name 15 T29288457 FG6 Date 11/28/2216T29288458FT111/28/2217T29288459FT1B11/28/2218T29288460FT211/28/2219T29288461FT2B11/28/2220T29288462FT311/28/2221T29288463FT411/28/2222T29288464FT511/28/2223T29288465FT611/28/2224T29288466FT711/28/2225T29288467FT811/28/2226T29288468FT911/28/2227T29288469FT1011/28/2228T29288470FT1111/28/22 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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 10:51 am, Feb 16, 2023By Mike Jones at 11:38 am, Sep 27, 2023 16023 Swingley Ridge Rd Chesterfield, MO 63017 MiTek USA, Inc. RE: 3128249 - Duval - Goldwasser Res-Floor 2 of 2 Site Information: Lot/Block: 4-6/11 Customer Info: DUVAL CONSTRUCTION Project Name: GOLDWASSER RES Floor Model: .. Subdivision: .Address: 309 PLAZA RD, . State: FLCity: Atlantic Beach No.Seal#Truss Name 29 T29288471 FT12 Date 11/28/2230T29288472FT1311/28/2231T29288473FT1411/28/2232T29288474FT1511/28/2233T29288475FT1611/28/2234T29288476FT1711/28/2235T29288477FT1811/28/2236T29288478FT1911/28/2237T29288479FT2011/28/2238T29288480FT2111/28/2239T29288481FT2211/28/2240T29288482T0111/28/2241T29288483T0211/28/2242T29288484T0311/28/2243T29288485T0411/28/2244T29288486T01011/28/2245T29288487T01111/28/2246T29288488T01211/28/2247T29288489T01311/28/2248T29288490T01411/28/2249T29288491T01511/28/2250T29288492T01611/28/2251T29288493T01711/28/2252T29288494T01811/28/2253T29288495T01911/28/2254T29288496T02011/28/2255T29288497T02111/28/2256T29288498T02211/28/2257T29288499T02311/28/2258T29288500T02411/28/2259T29288501T02611/28/2260T29288502T02711/28/2261T29288503T02811/28/2262T29288504T02911/28/2263T29288505T03011/28/2264T29288506T03111/28/2265T29288507T05211/28/22 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 3128249 Truss EJ14 Truss Type Jack-Closed Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288443 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-DBeTQigTcQ7N_AZNfz3vRQGEznhMOdaf7mBC7WyEcnF Scale = 1:45.4 1 2 3 4 5 8 7 6 12 13 3x4 ST1.5x8 STP 3x4 5x6 2x4 3x6 6-11-6 6-11-6 14-0-8 7-1-2 -1-6-0 1-6-0 6-11-6 6-11-6 14-0-8 7-1-2 0-6-88-1-126.50 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-8], [3:0-3-0,0-3-4] 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 0.65 0.49 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 0.01 (loc) 7-8 7-8 7 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 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (size)2=0-6-0, 7=Mechanical Max Horz 2=361(LC 12) Max Uplift 2=-136(LC 12), 7=-234(LC 12) Max Grav 2=730(LC 1), 7=644(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-818/15 BOT CHORD 2-8=-241/646, 7-8=-243/643 WEBS 3-8=0/312, 3-7=-730/273 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 14-0-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=136, 7=234. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19 Truss Type Monopitch Qty 3 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288444 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:07 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-hNCrd2h5NkFEcK7ZDgb8_dpR5A1s76rpLQxmgzyEcnE Scale = 1:27.5 1 2 3 4 6 5 10 11 12 13 2x4 3x4 3x4 2x4 6x8 6-6-10 6-6-10 12-7-0 6-0-6 -1-6-0 1-6-0 6-6-10 6-6-10 12-7-0 6-0-6 0-3-154-6-44.00 12 Plate Offsets (X,Y)-- [2:0-1-10,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 0.56 0.48 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 0.13 -0.02 (loc) 6-9 6-9 5 l/defl >919 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-0 Max Horz 2=201(LC 12) Max Uplift 2=-361(LC 12), 5=-330(LC 12) Max Grav 2=671(LC 1), 5=553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1016/1215 BOT CHORD 2-6=-1339/929, 5-6=-1339/929 WEBS 3-6=-526/287, 3-5=-970/1395 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 12-5-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=361, 5=330. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19B Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288445 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:08 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-9amDrOij81N5DUimmO6NWrLf8aP1skWya4gJCPyEcnD Scale = 1:12.3 1 7 8 2 3 2x4 4-8-14 4-8-14 4-8-14 4-8-14 0-3-151-10-141-6-111-10-144.00 12 Plate Offsets (X,Y)-- [1:0-0-6,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-MP 0.35 0.35 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 -0.00 (loc) 3-6 3-6 2 l/defl >999 >955 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 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 4-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 1=64(LC 12) Max Uplift 1=-38(LC 12), 2=-63(LC 12) Max Grav 1=210(LC 1), 2=141(LC 1), 3=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=130mph (3-second gust) Vasd=101mph; 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 3-0-0, Interior(1) 3-0-0 to 4-8-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19C Truss Type MONOPITCH GIRDER Qty 1 Ply 3 Duval - Goldwasser Res-Floor Job Reference (optional) T29288446 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:09 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-dmKc2kjLvLVyreHyK5dc32uoX_evb3T6pkQtkryEcnC Scale = 1:27.5 1 2 3 4 5 8 7 6 2x4 3x8 3x4 2x4 3x4 6x8 6x8 4-7-11 4-7-11 8-5-9 3-9-15 12-7-0 4-1-7 -1-6-0 1-6-0 4-7-11 4-7-11 8-5-9 3-9-15 12-7-0 4-1-7 0-3-154-6-44.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-1-0], [6:Edge,0-4-4] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.82 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.13 0.03 (loc) 7-8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 224 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 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-0 Max Horz 2=863(LC 8) Max Uplift 2=-1546(LC 8), 6=-2490(LC 8) Max Grav 2=4163(LC 16), 6=5495(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9775/3622, 3-4=-7203/2923, 4-5=-369/180, 5-6=-774/253 BOT CHORD 2-8=-4043/9354, 7-8=-4043/9354, 6-7=-3134/6667 WEBS 3-8=-127/290, 3-7=-2884/975, 4-7=-394/1048, 4-6=-8041/3788 NOTES- 1) na 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 5-6 2x4 - 2 rows staggered at 0-4-0 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. 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=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1546, 6=2490. 9) Girder carries tie-in span(s): 18-0-0 from 0-0-0 to 12-7-0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3950 lb down and 2166 lb up at 8-9-0 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-5=-424(F=-354), 2-6=-20 Continued on page 2 ALL CONCENTRATED LOADSMUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19C Truss Type MONOPITCH GIRDER Qty 1 Ply 3 Duval - Goldwasser Res-Floor Job Reference (optional) T29288446 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:10 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-6yu_G4k_ffdpTos8up8rcGRzHO_8KVjF1O9QHIyEcnB LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-3950(F) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19D Truss Type Jack-Open Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288447 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-a9SMTQkcQylg5xRLSWf48TzAjoSU34GOG2vzpkyEcnA Scale = 1:12.3 1 2 8 9 3 4 2x4 4-8-14 4-8-14 -1-6-0 1-6-0 4-8-14 4-8-14 0-3-151-10-141-6-111-10-144.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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-MP 0.33 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 -0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 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=95(LC 12) Max Uplift 3=-57(LC 12), 2=-130(LC 12) Max Grav 3=133(LC 1), 2=332(LC 1), 4=86(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 4-8-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=130. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19F Truss Type Roof Special Girder Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288448 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:12 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-2L?kgllEBGtXi50X?EAJhhWFkBjMoMoYVieXLAyEcn9 Scale = 1:29.6 1 2 3 4 5 8 7 6 11 2x4 ST1.5x8 STP 4x12 4x6 3x8 8x10 5x8 6x8 4-7-11 4-7-11 8-5-9 3-9-15 12-7-0 4-1-7 -1-6-0 1-6-0 4-7-11 4-7-11 8-5-9 3-9-15 12-7-0 4-1-7 0-3-154-6-44.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-7], [6:Edge,0-3-12], [7:0-5-0,0-5-12], [8:0-6-4,0-1-8] 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 0.76 0.52 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.23 0.04 (loc) 7-8 7-8 6 l/defl >999 >645 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 4-7: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing. WEBS 1 Row at midpt 3-7, 4-6 REACTIONS. (size)2=0-3-8, 6=0-3-0 Max Horz 2=202(LC 21) Max Uplift 2=-821(LC 8), 6=-726(LC 8) Max Grav 2=2373(LC 1), 6=2087(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6190/2039, 3-4=-3167/1031 BOT CHORD 2-8=-2054/5832, 7-8=-2054/5832, 6-7=-1058/2985 WEBS 3-8=-617/1844, 3-7=-3037/1063, 4-7=-898/2671, 4-6=-3589/1271 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=821, 6=726. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1662 lb down and 616 lb up at 4-9-10, and 1577 lb down and 608 lb up at 7-5-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 8=-1662(F) 11=-1577(F) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19K Truss Type Flat Girder Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288449 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-WXZ6u5msya?OKFbjZxhYDu3WRb9uX_lhkMO4tcyEcn8 Scale = 1:12.412 4 3 5 6 7 8 3x6 ST1.5x8 STP 3x6 6x8 6x8 3-0-0 3-0-0 3-0-0 3-0-0 1-10-14LOADING (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 0.31 0.18 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: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-6-0, 3=Mechanical Max Uplift 4=-603(LC 4), 3=-596(LC 4) Max Grav 4=1744(LC 1), 3=1682(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1657/634, 2-3=-1619/621 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=603, 3=596. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1465 lb down and 547 lb up at 0-1-12, 1465 lb down and 547 lb up at 2-10-4, and 90 lb down and 86 lb up at 0-7-4, and 75 lb down and 80 lb up at 1-11-4 on top chord, and 61 lb down at 0-7-4, and 48 lb down at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 2=-1465(F) 1=-1465(F) 5=-90(B) 6=-66(B) 7=-55(B) 8=-42(B) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19L Truss Type Flat Girder Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288450 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:14 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-_j7V5RnUjt7FyPAw7fDnm6bh3?WsGR?ry07dQ3yEcn7 Scale = 1:16.912 4 35 3x8 ST1.5x8 STP 3x6 6x8 6x8 3-0-0 3-0-0 3-0-0 3-0-0 2-9-6Plate Offsets (X,Y)-- [3:Edge,0-4-0] 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 0.32 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-6-0, 3=Mechanical Max Uplift 4=-583(LC 4), 3=-588(LC 4) Max Grav 4=1606(LC 1), 3=1597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1560/606, 2-3=-1560/606 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=583, 3=588. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1465 lb down and 547 lb up at 0-1-12, and 1465 lb down and 547 lb up at 2-10-4 on top chord, and 58 lb down at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 2=-1465(F) 1=-1465(F) 5=-29(F) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss EJ19M Truss Type Jack-Closed Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288451 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:15 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-SwhtJnn6UBF5ZZl6hMk0JJ8ndPpj?t2_BgtByVyEcn6 Scale = 1:30.5 1 2 4 3 5 6 2x4 ST1.5x8 STP 2x4 2x4 3x6 5-1-2 5-1-2 5-1-2 5-1-2 2-9-144-6-42-6-34.00 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 0.59 0.29 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 3-4 3-4 l/defl >999 >903 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 3=0-3-0, 1=Mechanical Max Horz 1=66(LC 12) Max Uplift 3=-61(LC 12), 1=-63(LC 12) Max Grav 4=96(LC 3), 3=216(LC 1), 1=168(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-3=-170/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 1. 8) na 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FG1 Truss Type FLOOR Qty 1 Ply 2 Duval - Goldwasser Res-Floor Job Reference (optional) T29288452 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:16 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-w6FFW7okFVNyBjKIE3FFrXgybp0gk6U8QKckUxyEcn5 Scale = 1:25.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 5x12 ST1.5x8 STP 5x12 4x12 4x12 3x8 3x8 2x4 2x4 3x8 3x8 4x12 4x12 5x12 5x12 4x6 4x6 2-2-3 2-2-3 4-2-10 2-0-7 6-3-1 2-0-7 8-3-7 2-0-7 10-3-14 2-0-7 12-4-5 2-0-7 14-6-8 2-2-3 2-2-3 2-2-3 4-2-10 2-0-7 6-3-1 2-0-7 8-3-7 2-0-7 10-3-14 2-0-7 12-4-5 2-0-7 14-6-8 2-2-3 1-5-141-5-14Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [3:0-3-8,0-1-8], [6:0-3-8,0-1-8], [7:0-3-8,0-2-0], [10:0-3-8,0-2-8], [11:0-3-8,0-2-0], [12:0-3-8,0-1-8], [13:0-3-8,0-1-8], [14:0-3-8,0-2-0], [15:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.64 0.88 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.39 0.05 (loc) 12-13 12-13 9 l/defl >599 >436 n/a L/d 360 240 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.1 *Except* 1-16,8-9: 2x4 SP No.2, 2-15,3-14,4-13,5-12,6-11,7-10: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-6-0, 9=0-4-0 Max Grav 16=6172(LC 1), 9=6172(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-5722/0, 1-2=-9679/0, 2-3=-16264/0, 3-4=-19506/0, 4-5=-19506/0, 5-6=-19506/0, 6-7=-16264/0, 7-8=-9679/0, 8-9=-5722/0 BOT CHORD 15-16=0/670, 14-15=0/9679, 13-14=0/16264, 12-13=0/19506, 11-12=0/16264, 10-11=0/9679, 9-10=0/670 WEBS 1-15=0/10098, 2-15=-4905/0, 2-14=0/7383, 3-14=-3322/0, 3-13=0/3795, 4-13=-1693/0, 5-12=-1693/0, 6-12=0/3795, 6-11=-3322/0, 7-11=0/7383, 7-10=-4905/0, 8-10=0/10098 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-15 2x4 - 1 row at 0-7-0 oc, member 7-10 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Bearing at joint(s) 16, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Girder carries tie-in span(s): 29-10-0 from 0-0-0 to 14-6-8 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-856(F=-756), 9-16=-10 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FG2 Truss Type FLOOR Qty 1 Ply 2 Duval - Goldwasser Res-Floor Job Reference (optional) T29288453 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:17 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-tVN?xpq?n6egQ0ThMUHjwymIicj0C1qQte6rZryEcn3 Scale = 1:24.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 5x12 ST1.5x8 STP 5x12 5x8 5x8 3x8 3x8 2x4 2x4 3x8 3x8 5x8 5x8 5x12 5x12 5x8 5x8 2-1-5 2-1-5 4-0-14 1-11-9 6-0-7 1-11-9 8-0-1 1-11-9 9-11-10 1-11-9 11-11-3 1-11-9 14-0-8 2-1-5 2-1-5 2-1-5 4-0-14 1-11-9 6-0-7 1-11-9 8-0-1 1-11-9 9-11-10 1-11-9 11-11-3 1-11-9 14-0-8 2-1-5 1-5-141-5-14Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [3:0-3-8,0-1-8], [6:0-3-8,0-1-8], [7:0-3-8,0-2-8], [9:0-4-8,0-2-8], [10:0-3-8,0-2-8], [11:0-3-8,0-2-8], [12:0-3-8,0-1-8], [13:0-3-8,0-1-8], [14:0-3-8,0-2-8], [15:0-3-8,0-2-8], [16:0-4-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.82 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.34 0.05 (loc) 12-13 12-13 9 l/defl >658 >478 n/a L/d 360 240 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.1 *Except* 1-16,8-9: 2x4 SP No.2, 2-15,3-14,4-13,5-12,6-11,7-10: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)16=0-6-0, 9=Mechanical Max Grav 16=5995(LC 1), 9=5995(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-5556/0, 1-2=-9064/0, 2-3=-15234/0, 3-4=-18270/0, 4-5=-18270/0, 5-6=-18270/0, 6-7=-15234/0, 7-8=-9064/0, 8-9=-5556/0 BOT CHORD 15-16=0/629, 14-15=0/9064, 13-14=0/15234, 12-13=0/18270, 11-12=0/15234, 10-11=0/9064, 9-10=0/629 WEBS 1-15=0/9526, 2-15=-4761/0, 2-14=0/6968, 3-14=-3225/0, 3-13=0/3580, 4-13=-1645/0, 5-12=-1645/0, 6-12=0/3580, 6-11=-3225/0, 7-11=0/6968, 7-10=-4761/0, 8-10=0/9526 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 2-15 2x4 - 1 row at 0-7-0 oc, member 7-10 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide metal plate or equivalent at bearing(s) 9 to support reaction shown. 7) Girder carries tie-in span(s): 29-10-0 from 0-0-0 to 14-0-8 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=-862(F=-762), 9-16=-10 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FG3 Truss Type FLAT SUPPORTED GABLE Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288454 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:19 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-LhxO89rdYQmX2A2twCoyT9IYN0A4xcXa6IrO5GyEcn2 Scale = 1:27.9 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 6x8 2x4 2x4 4x4 2x4 3x8 7x8 2x4 2x4 2x4 3x8 16-6-4 16-6-4 16-6-4 16-6-4 1-5-14Plate Offsets (X,Y)-- [16:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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-S 0.28 0.26 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 16-6-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 19=-594(LC 17), 11=-527(LC 20), 18=-260(LC 18), 17=-312(LC 17), 16=-789(LC 20), 15=-804(LC 17), 14=-323(LC 18), 13=-236(LC 20), 12=-332(LC 20) Max Grav All reactions 250 lb or less at joint(s) except 19=730(LC 22), 11=709(LC 21), 18=1045(LC 13), 17=999(LC 13), 16=1163(LC 21), 15=1176(LC 22), 14=1028(LC 13), 13=947(LC 13), 12=1228(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-698/691, 2-3=-960/959, 3-4=-1189/1186, 4-5=-414/412, 5-6=-1150/1148, 6-8=-879/878, 8-9=-793/792, 9-10=-911/897 BOT CHORD 18-19=-844/843, 17-18=-681/680, 16-17=-597/598, 15-16=-411/414, 14-15=-672/672, 13-14=-769/769, 12-13=-858/860, 11-12=-875/877 WEBS 3-17=-608/632, 6-14=-634/660, 8-13=-542/565, 2-19=-931/937, 9-11=-905/912, 2-17=-982/984, 3-16=-1154/1157, 9-13=-991/990, 8-14=-998/998, 6-15=-1196/1199 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) All plates are 3x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 19, 527 lb uplift at joint 11, 260 lb uplift at joint 18, 312 lb uplift at joint 17, 789 lb uplift at joint 16, 804 lb uplift at joint 15, 323 lb uplift at joint 14, 236 lb uplift at joint 13 and 332 lb uplift at joint 12. 12) This truss has been designed for a total drag load of 6400 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-6-4 for 387.4 plf. 13) Girder carries tie-in span(s): 14-0-0 from 0-0-0 to 16-6-4 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FG3 Truss Type FLAT SUPPORTED GABLE Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288454 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:20 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-ptUmMVrFJjuOgKd3TvJB0Nrj7QWJg3njLybydjyEcn1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-110, 11-19=-388(F=-368) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FG4 Truss Type FLAT SUPPORTED GABLE Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288455 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:21 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-H428Zqst410FHUCG1drQYaOtLqr6PQTtZcKV99yEcn0 Scale = 1:23.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 6x8 6x8 3x10 3x8 3x10 3x8 14-2-8 14-2-8 14-2-8 14-2-8 1-5-14Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [7:0-3-8,0-1-8], [9:Edge,0-4-8], [16:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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-S 0.38 0.35 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. REACTIONS.All bearings 14-2-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14, 13, 12, 11 except 16=-1205(LC 25), 9=-1102(LC 28), 15=-1251(LC 26), 10=-1151(LC 27) Max Grav All reactions 250 lb or less at joint(s) except 16=1218(LC 30), 9=1116(LC 29), 15=1289(LC 29), 14=258(LC 1), 13=260(LC 1), 12=262(LC 1), 11=253(LC 1), 10=1192(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-454/457, 2-3=-1433/1439, 3-4=-870/876, 4-5=-307/313, 5-6=-833/839, 6-7=-1396/1402, 7-8=-515/519 BOT CHORD 15-16=-1962/1955, 14-15=-1440/1381, 13-14=-859/870, 12-13=-313/307, 11-12=-821/833, 10-11=-1402/1345, 9-10=-1983/1976 WEBS 2-15=-1234/1332, 7-10=-1140/1244, 2-16=-2191/2195, 7-9=-2157/2161 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 13, 12, 11 except (jt=lb) 16=1205, 9=1102, 15=1251, 10=1151. 12) This truss has been designed for a total drag load of 4000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-2-8 for 281.5 plf. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FG5 Truss Type Flat Supported Gable Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288456 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:23 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-DSAu_Wu7ceGzXnMe92tud?TAMda5tLX91wpcE1yEcn_ Scale = 1:24.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 3x10 3x8 3x10 6x8 6x8 3x8 14-6-0 14-6-0 14-6-0 14-6-0 1-5-14Plate Offsets (X,Y)-- [10:0-3-8,0-3-12], [15:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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-S 0.54 0.19 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 70 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 14-6-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14, 13, 12, 11 except 16=-1147(LC 25), 9=-926(LC 28), 15=-1204(LC 26), 10=-988(LC 27) Max Grav All reactions 250 lb or less at joint(s) 11 except 16=1160(LC 30), 9=943(LC 29), 15=1241(LC 29), 14=258(LC 1), 13=260(LC 1), 12=264(LC 1), 10=1033(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1122/1156, 1-2=-1853/1853, 2-3=-1368/1367, 3-4=-844/843, 4-5=-320/319, 5-6=-730/729, 6-7=-1254/1253, 7-8=-1871/1870, 8-9=-911/957 BOT CHORD 15-16=-426/423, 14-15=-1367/1315, 13-14=-843/844, 12-13=-319/320, 11-12=-729/730, 10-11=-1253/1201, 9-10=-567/560 WEBS 7-10=-264/241, 8-10=-2007/2014, 1-15=-2088/2093 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 13, 12, 11 except (jt=lb) 16=1147, 9=926, 15=1204, 10=988. 12) This truss has been designed for a total drag load of 3800 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 14-6-0 for 262.1 plf. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FG6 Truss Type Flat Supported Gable Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288457 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:25 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-9rIfPCvO7GWhm5W1GSvMjQYW1RAhLFHSUEIjHwyEcmy Scale = 1:29.0 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 7x8 3x4 7x8 3x10 4x8 7x8 3x10 4x8 17-6-0 17-6-0 17-6-0 17-6-0 1-5-14Plate Offsets (X,Y)-- [2:0-3-8,0-2-0], [10:0-3-8,0-2-0], [12:Edge,0-4-12], [18:0-4-0,0-4-8], [21:Edge,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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-S 0.53 0.50 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 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* 2-21,10-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-11 oc bracing. REACTIONS.All bearings 17-6-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 19, 18, 17, 16, 15, 14 except 21=-1879(LC 25), 12=-1527(LC 28), 20=-1928(LC 26), 13=-1574(LC 27) Max Grav All reactions 250 lb or less at joint(s) 14 except 21=1892(LC 30), 12=1544(LC 29), 20=1966(LC 29), 19=258(LC 1), 18=260(LC 1), 17=261(LC 1), 16=256(LC 1), 15=274(LC 1), 13=1613(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-566/568, 2-3=-2405/2410, 3-4=-1685/1690, 4-5=-965/969, 5-6=-486/490, 6-8=-1206/1210, 8-9=-1919/1918, 9-10=-2286/2290, 10-11=-753/758 BOT CHORD 20-21=-3077/3073, 19-20=-2410/2402, 18-19=-1617/1685, 17-18=-969/964, 16-17=-490/486, 15-16=-1210/1206, 14-15=-1858/1926, 13-14=-2290/2286, 12-13=-3138/3134 WEBS 2-20=-1889/1972, 10-13=-1523/1605, 2-21=-3456/3458, 10-12=-3351/3351 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 18, 17, 16, 15, 14 except (jt=lb) 21=1879, 12=1527, 20=1928, 13=1574. 12) This truss has been designed for a total drag load of 6300 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 17-6-0 for 360.0 plf. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT1 Truss Type Floor Supported Gable Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288458 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:27 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-6EPPquxeftmO?PfPOtxqorezZEzppKklyYnpMpyEcmw Scale: 1/2"=1' 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 3x4 3x4 6-4-0 6-4-0 7-4-0 1-0-0 8-4-0 1-0-0 14-8-0 6-4-0 0-1-8 0-1-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-8-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT1B Truss Type Floor Supported Gable Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288459 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:40 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-DkiKZK5obtPY3P9ve6gtpbgBEUPoMCygx3R0JYyEcmj Scale = 1:22.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 3x4 6-4-0 6-4-0 7-4-0 1-0-0 8-4-0 1-0-0 14-2-8 5-10-8 0-1-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 66 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-2-8. (lb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT2 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288460 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:41 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-hwGimg6QMAXPhYk6CpC6MoDEcubA5VtpAjAZs?yEcmi Scale = 1:24.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 1.5x3 1.5x3 3x6 3x6 3x4 1.5x3 3x4 1.5x3 3x10 1.5x3 3x4 3x10 1.5x3 3x4 6-2-12 6-2-12 6-4-4 0-1-8 7-4-4 1-0-0 8-4-4 1-0-0 8-5-12 0-1-8 14-6-8 6-0-12 2-6-0 0-10-4 2-0-0 0-9-12 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.65 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-6-0, 9=0-4-0 Max Grav 14=783(LC 1), 9=789(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-773/0, 8-9=-778/0, 1-2=-1311/0, 2-3=-1311/0, 3-4=-2026/0, 4-5=-2033/0, 5-6=-2025/0, 6-7=-1288/0, 7-8=-1288/0 BOT CHORD 12-13=0/1926, 11-12=0/2033, 10-11=0/1917 WEBS 4-12=-308/29, 5-11=-327/23, 1-13=0/1440, 2-13=-304/0, 3-13=-698/0, 3-12=-54/441, 8-10=0/1454, 7-10=-305/0, 6-10=-715/0, 6-11=-43/462 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT2B Truss Type Floor Qty 8 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288461 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:44 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-6VxqOi8If5v_Y0Thtylp_RrkG5d1IssFshPDSJyEcmf Scale = 1:23.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 3x4 1.5x3 3x6 3x4 1.5x3 3x4 1.5x3 3x10 1.5x3 3x4 3x10 3x8 1.5x3 3x4 6-2-11 6-2-11 6-4-3 0-1-8 7-4-3 1-0-0 8-4-3 1-0-0 8-5-11 0-1-8 14-2-8 5-8-13 2-6-0 0-10-3 2-0-0 0-4-5 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.64 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-6-0, 9=Mechanical Max Grav 14=761(LC 1), 9=768(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-752/0, 8-9=-755/0, 1-2=-1269/0, 2-3=-1269/0, 3-4=-1915/0, 4-5=-1921/0, 5-6=-1912/0, 6-7=-1267/0, 7-8=-1267/0 BOT CHORD 12-13=0/1842, 11-12=0/1921, 10-11=0/1852 WEBS 4-12=-275/47, 5-11=-489/98, 1-13=0/1394, 2-13=-303/0, 3-13=-650/0, 3-12=-76/394, 8-10=0/1423, 7-10=-306/0, 6-10=-665/0, 6-11=-114/581 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT3 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288462 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:45 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-ahVDc29xQP1rAA1tRfG2WeNqCVtl1HLP4L8m?myEcme Scale = 1:27.4 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 1.5x3 1.5x3 4x6 4x6 3x4 1.5x3 3x4 1.5x3 4x8 1.5x3 3x4 4x12 1.5x3 3x4 6-2-11 6-2-11 6-4-3 0-1-8 7-4-3 1-0-0 8-4-3 1-0-0 8-5-11 0-1-8 16-2-4 7-8-9 2-6-0 0-10-3 2-0-0 2-5-9 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.99 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.37 0.04 (loc) 10-11 10-11 9 l/defl >741 >521 n/a L/d 360 240 n/a PLATES MT20 Weight: 84 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)14=0-6-0, 9=0-4-0 Max Grav 14=874(LC 1), 9=880(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-860/0, 8-9=-876/0, 1-2=-1482/0, 2-3=-1482/0, 3-4=-2510/0, 4-5=-2526/0, 5-6=-2526/0, 6-7=-1468/0, 7-8=-1468/0 BOT CHORD 12-13=0/2280, 11-12=0/2526, 10-11=0/2267 WEBS 4-12=-470/0, 1-13=0/1629, 2-13=-311/0, 3-13=-906/0, 3-12=0/678, 8-10=0/1657, 7-10=-283/0, 6-10=-906/0, 6-11=0/545 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT4 Truss Type Floor Girder Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288463 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:46 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-2t3bpN9ZBj9inKc3?NnH3sw5MvHKmj4YJ?uKXCyEcmd Scale = 1:10.21234 8 7 6 5 9 10 3x4 4x4 7x8 7x8 6x8 3x6 3x6 6x8 1-4-2 1-4-2 3-4-0 1-11-14 4-8-4 1-4-4 1-1-14 1-10-6 1-2-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-3-0,0-0-0], [4:0-3-0,Edge], [5:Edge,0-1-8], [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.71 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 32 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 4-6,1-7: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-4-0, 5=0-4-0 Max Grav 8=2131(LC 3), 5=2417(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2126/0, 4-5=-2398/0, 1-2=-1965/0, 2-3=-2100/0, 3-4=-1963/0 BOT CHORD 6-7=0/2100 WEBS 2-7=-2131/0, 3-6=-2142/0, 4-6=0/2899, 1-7=0/2914 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1384 lb down at 1-4-8, 688 lb down at 1-10-0, and 1387 lb down at 3-4-8, and 730 lb down at 3-10-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 2=-1345(F) 3=-1345(F) 9=-668(B) 10=-678(B) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT5 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288464 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:47 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-W4dz1jABy0HZPTBFZ4IWc3TETIfjVCbiYfdt3eyEcmc Scale = 1:23.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 3x4 1.5x3 3x6 3x4 1.5x3 3x4 1.5x3 3x10 1.5x3 3x4 3x10 3x8 1.5x3 3x4 6-2-11 6-2-11 6-4-3 0-1-8 7-4-4 1-0-0 8-4-4 1-0-0 8-5-12 0-1-8 14-2-8 5-8-12 2-6-0 0-10-3 2-0-0 0-4-4 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-3-0,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.64 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 77 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-6-0, 9=Mechanical Max Grav 14=761(LC 1), 9=768(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-752/0, 8-9=-755/0, 1-2=-1269/0, 2-3=-1269/0, 3-4=-1915/0, 4-5=-1921/0, 5-6=-1912/0, 6-7=-1267/0, 7-8=-1267/0 BOT CHORD 12-13=0/1842, 11-12=0/1921, 10-11=0/1852 WEBS 4-12=-274/47, 5-11=-493/100, 1-13=0/1394, 2-13=-303/0, 3-13=-650/0, 3-12=-76/393, 8-10=0/1423, 7-10=-306/0, 6-10=-665/0, 6-11=-115/585 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT6 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288465 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:48 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-_GBLE3BpjKPQ1dmS6oql8H?VFi5FEmNrnJNRb5yEcmb Scale = 1:11.7 1 2 3 4 8 7 6 5 1.5x3 3x4 3x4 3x6 3x4 1.5x3 3x4 1.5x3 1-11-8 1-11-8 2-1-0 0-1-8 3-1-0 1-0-0 4-1-0 1-0-0 4-2-8 0-1-8 6-2-0 1-11-8 1-10-0 2-0-0 1-8-8 1-6-01-6-0Plate Offsets (X,Y)-- [6:0-1-8,Edge], [7:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.23 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.02 0.00 (loc) 7 7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 34 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-4-0, 5=Mechanical Max Grav 8=329(LC 1), 5=329(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-320/0, 4-5=-323/0, 1-2=-326/0, 2-3=-342/0, 3-4=-326/0 BOT CHORD 6-7=0/342 WEBS 1-7=0/405, 4-6=0/411 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT7 Truss Type Floor Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288466 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:49 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-SSljRPCRUeXHenLegVL_hUYWa6JSz5x_?z6_8XyEcma Scale = 1:33.7 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 FP 4x6 3x4 3x6 FP3x4 4x8 4x8 3x4 3x6 4x6 3x6 3x4 3x6 9-2-0 9-2-0 10-2-0 1-0-0 11-2-0 1-0-0 14-3-8 3-1-8 14-5-0 0-1-8 20-4-0 5-11-0 2-6-0 1-2-0 2-0-0 0-3-0 0-8-0 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [8:0-3-0,Edge], [12:0-1-8,Edge], [16:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.75 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.41 0.03 (loc) 18-19 18-19 13 l/defl >562 >415 n/a L/d 360 240 n/a PLATES MT20 Weight: 109 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) *Except* 1-10: 2x4 SP No.1(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 13-20: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-2-0 except (jt=length) 22=0-4-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 13 except 22=848(LC 1), 14=622(LC 4), 15=643(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-838/0, 1-2=-1398/0, 2-3=-1398/0, 3-4=-2449/0, 4-5=-2449/0, 5-6=-2057/0, 6-7=-2057/0, 7-8=-2057/0, 8-9=-858/0 BOT CHORD 19-21=0/2147, 18-19=0/2057, 17-18=0/2057, 16-17=0/2057, 15-16=0/858, 14-15=0/812 WEBS 5-18=-312/0, 8-15=-762/0, 1-21=0/1579, 2-21=-295/0, 3-21=-850/0, 3-19=0/344, 4-19=-367/0, 5-19=0/594, 8-16=0/1573, 7-16=-451/0, 11-14=-304/0, 9-14=-740/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT8 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288467 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:50 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-xfI6flD3Fxg8GxwqECsDDi5joWcwiYx8EdsXgzyEcmZ Scale = 1:42.2 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 2x4 3x6 FP 3x8 SP 5x8 2x4 5x8 3x6 FP 1.5x3 3x4 3x4 1.5x3 5x12 1.5x3 3x8 4x12 3x4 5x12 1.5x3 4x6 4x12 1.5x3 1.5x3 3x4 3x6 FP 3x8 SP 10-7-12 10-7-12 11-7-12 1-0-0 12-7-12 1-0-0 12-9-4 0-1-8 25-1-12 12-4-8 2-6-0 2-6-4 2-0-0 1-10-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [17:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.86 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.66 -0.93 0.13 (loc) 16-17 16-17 13 l/defl >452 >324 n/a L/d 360 240 n/a PLATES MT20 Weight: 129 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) *Except* 1-7: 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.1(flat) *Except* 15-20: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 1-21,12-14: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)22=0-4-0, 13=0-4-0 Max Grav 22=1376(LC 1), 13=1376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1369/0, 12-13=-1366/0, 1-2=-2409/0, 2-3=-2409/0, 3-4=-5404/0, 4-5=-5404/0, 5-6=-6196/0, 6-8=-6196/0, 8-9=-5419/0, 9-10=-5431/0, 10-11=-2405/0, 11-12=-2405/0 BOT CHORD 19-21=0/4129, 18-19=0/6196, 17-18=0/6196, 16-17=0/6097, 14-16=0/4132 WEBS 6-17=-262/83, 1-21=0/2720, 2-21=-297/0, 3-21=-1952/0, 3-19=0/1439, 4-19=-326/52, 5-19=-1267/0, 12-14=0/2715, 11-14=-293/0, 10-14=-1960/0, 10-16=0/1466, 9-16=-262/0, 8-16=-765/0, 8-17=-346/659 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 20 = 11%, joint 15 = 11% 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT9 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288468 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:52 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-t1Qs4REKmZwrVF4DLduhJ7A28JJQAQ9RiwLelsyEcmX Scale = 1:45.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 3x6 3x6 FP 1.5x3 SP 5x8 3x6 FP 4x6 5x6 7x10 5x12 4x8 5x8 3x6 7x10 4x8 5x8 3x6 3x6 FP 1.5x3 SP 3x6 3x6 FP 11-10-8 11-10-8 12-0-0 0-1-8 13-0-0 1-0-0 14-0-0 1-0-0 14-1-8 0-1-8 26-5-8 12-4-0 2-6-0 1-3-0 2-0-0 1-10-0 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [14:0-1-8,Edge], [16:0-2-12,Edge], [18:0-1-8,Edge], [19:0-3-0,Edge], [20:0-3-0,Edge], [21:0-3-8,Edge], [23:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.79 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.64 -0.88 0.09 (loc) 19 19 15 l/defl >492 >358 n/a L/d 360 240 n/a PLATES MT20 Weight: 173 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) *Except* 4-11: 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 17-24,15-22: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) *Except* 1-23,14-16: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=Mechanical, 15=0-3-8 Max Grav 24=1445(LC 1), 15=1445(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1429/0, 14-15=-1428/0, 1-2=-2701/0, 2-3=-2701/0, 3-5=-6086/0, 5-6=-6073/0, 6-7=-7150/0, 7-8=-7162/0, 8-9=-7148/0, 9-10=-6055/0, 10-12=-6068/0, 12-13=-2641/0, 13-14=-2641/0 BOT CHORD 21-23=0/4619, 20-21=0/6939, 19-20=0/7162, 18-19=0/6914, 16-18=0/4582 WEBS 7-20=-309/0, 8-19=-255/0, 1-23=0/3006, 2-23=-295/0, 3-23=-2154/0, 3-21=0/1640, 5-21=-268/0, 6-21=-1067/0, 6-20=-194/746, 14-16=0/2953, 13-16=-290/0, 12-16=-2180/0, 12-18=0/1662, 10-18=-264/0, 9-18=-982/0, 9-19=-215/758 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11%, joint 17 = 11% 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT10 Truss Type Floor Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288469 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:29 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-2cXAFZyuBU06FipoVI_ItGjBa2TuH0V2PrGwRhyEcmu Scale = 1:45.5 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x6 3x6 FP 1.5x3 SP 5x8 5x8 3x8 FP 5x6 5x6 7x10 4x8 6x8 3x6 7x10 4x8 6x8 3x6 3x6 FP 3x6 SP 3x6 3x6 FP 1.5x3 SP 12-2-0 12-2-0 12-3-8 0-1-8 13-3-8 1-0-0 14-3-8 1-0-0 14-5-0 0-1-8 26-9-0 12-4-0 2-6-0 1-8-0 2-0-0 1-10-0 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [13:0-1-8,Edge], [15:0-2-12,Edge], [17:0-1-8,Edge], [18:0-3-0,Edge], [19:0-3-0,Edge], [21:0-3-8,Edge], [23:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.80 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.66 -0.90 0.09 (loc) 18-19 18-19 14 l/defl >486 >353 n/a L/d 360 240 n/a PLATES MT20 Weight: 173 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.1(flat) *Except* 22-24,14-16: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* 1-23,13-15: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)24=0-4-0, 14=0-3-8 Max Grav 24=1464(LC 1), 14=1464(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-1450/0, 13-14=-1449/0, 1-2=-2685/0, 2-3=-2685/0, 3-4=-6179/0, 4-5=-6166/0, 5-6=-7345/0, 6-7=-7359/0, 7-9=-7344/0, 9-10=-6169/0, 10-11=-6182/0, 11-12=-2683/0, 12-13=-2683/0 BOT CHORD 21-23=0/4657, 19-21=0/7076, 18-19=0/7359, 17-18=0/7073, 15-17=0/4658 WEBS 6-19=-278/0, 7-18=-265/0, 1-23=0/3001, 2-23=-290/0, 3-23=-2216/0, 3-21=0/1701, 4-21=-267/0, 5-21=-1055/0, 5-19=-188/799, 13-15=0/3000, 12-15=-290/0, 11-15=-2219/0, 11-17=0/1703, 10-17=-265/0, 9-17=-1028/0, 9-18=-198/802 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 22 = 11%, joint 20 = 11%, joint 16 = 11% 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT11 Truss Type Floor Qty 5 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288470 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:30 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-Wo5YSvzWyo8zssO_30VXPUGMaSpU0TfBeV0Uz7yEcmt Scale = 1:45.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 3x6 3x6 FP 1.5x3 SP 5x8 3x8 FP 5x6 4x6 7x10 4x8 5x8 3x6 7x10 5x12 4x8 5x8 3x6 3x6 FP 1.5x3 SP 3x6 12-2-0 12-2-0 12-3-8 0-1-8 13-3-8 1-0-0 14-3-8 1-0-0 14-5-0 0-1-8 26-7-0 12-2-0 2-6-0 1-8-0 2-0-0 1-6-8 1-6-00-1-81-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [13:0-3-0,Edge], [15:0-2-12,Edge], [17:0-1-8,Edge], [18:0-3-0,Edge], [19:0-3-0,Edge], [20:0-3-8,Edge], [22:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.78 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.64 -0.87 0.09 (loc) 18-19 18-19 14 l/defl >498 >362 n/a L/d 360 240 n/a PLATES MT20 Weight: 174 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 16-23,14-21: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) *Except* 1-22,13-15: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)23=0-4-0, 14=Mechanical Max Grav 23=1452(LC 1), 14=1452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1437/0, 13-14=-1437/0, 1-2=-2659/0, 2-3=-2659/0, 3-4=-6106/0, 4-5=-6093/0, 5-6=-7218/0, 6-7=-7232/0, 7-9=-7219/0, 9-10=-6120/0, 10-11=-6132/0, 11-12=-2716/0, 12-13=-2716/0 BOT CHORD 20-22=0/4608, 19-20=0/6972, 18-19=0/7232, 17-18=0/6987, 15-17=0/4649 WEBS 6-19=-272/0, 7-18=-280/0, 1-22=0/2973, 2-22=-290/0, 3-22=-2190/0, 3-20=0/1675, 4-20=-266/0, 5-20=-1023/0, 5-19=-199/770, 13-15=0/3023, 12-15=-295/0, 11-15=-2171/0, 11-17=0/1659, 10-17=-267/0, 9-17=-1032/0, 9-18=-202/758 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 21 = 11%, joint 16 = 11% 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT12 Truss Type Floor Supported Gable Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288471 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:31 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-_?fwgF_9j6GqU0zBdj0myhochsKIl69Ls9l1VayEcms Scale = 1:20.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 3x4 5-4-0 5-4-0 6-4-0 1-0-0 7-4-0 1-0-0 12-8-0 5-4-0 0-1-8 1-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.04 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 60 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-8-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 22, 12, 13 except 21=307(LC 1), 20=290(LC 1), 19=294(LC 1), 18=293(LC 1), 17=293(LC 1), 16=294(LC 1), 15=290(LC 1), 14=306(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-21=-294/0, 3-20=-277/0, 4-19=-281/0, 5-18=-280/0, 6-17=-280/0, 7-16=-281/0, 8-15=-277/0, 9-14=-291/0 NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-22=-10, 1-11=-210(F=-110) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT13 Truss Type Floor Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288472 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:32 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-SBDItb?nUPOh6AYNAQX?VvLdFFXaUQdU5pVa10yEcmr Scale = 1:21.2 1 2 3 4 5 6 12 11 10 9 8 7 13 2x4 4x4 4x8 1.5x3 4x8 1.5x3 3x4 1.5x3 3x4 4x12 1.5x3 4x12 1.5x3 5-4-0 5-4-0 6-4-0 1-0-0 7-4-0 1-0-0 12-8-0 5-4-0 2-6-0 2-5-8 2-0-0 2-4-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.61 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.23 0.03 (loc) 10-11 10-11 7 l/defl >798 >662 n/a L/d 360 240 n/a PLATES MT20 Weight: 67 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 1-11,6-8: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-2-8, 7=0-6-0 Max Grav 12=1373(LC 1), 7=1360(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1359/0, 6-7=-1346/0, 1-2=-2178/0, 2-3=-2178/0, 3-4=-3078/0, 4-5=-2205/0, 5-6=-2205/0 BOT CHORD 10-11=0/3078, 9-10=0/3078, 8-9=0/3078 WEBS 1-11=0/2458, 2-11=-679/0, 3-11=-1226/0, 6-8=0/2420, 5-8=-665/0, 4-8=-1220/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-210(F=-110) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT14 Truss Type Floor Qty 6 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288473 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:33 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-wNng5x?PFjWYjK7Zk82E16uulfssDueeKTE8aSyEcmq Scale = 1:21.2 1 2 3 4 5 6 12 11 10 9 8 7 1.5x3 1.5x3 3x6 3x6 1.5x3 3x4 1.5x3 3x4 3x8 1.5x3 3x8 1.5x3 5-4-0 5-4-0 6-4-0 1-0-0 7-4-0 1-0-0 12-6-0 5-2-0 2-6-0 2-5-8 2-0-0 2-3-8 1-6-01-6-0Plate Offsets (X,Y)-- [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.67 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.14 0.02 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 65 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-2-8, 7=0-4-0 Max Grav 12=681(LC 1), 7=681(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-669/0, 6-7=-668/0, 1-2=-1080/0, 2-3=-1080/0, 3-4=-1513/0, 4-5=-1073/0, 5-6=-1073/0 BOT CHORD 10-11=0/1513, 9-10=0/1513, 8-9=0/1513 WEBS 1-11=0/1219, 2-11=-328/0, 3-11=-596/0, 6-8=0/1211, 5-8=-317/0, 4-8=-613/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT15 Truss Type Floor Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288474 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:34 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-PaL3IH0101fPLUimIraTaKQ1b3DeyKBnZ7_h6vyEcmp Scale = 1:24.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x4 3x4 1.5x3 3x6 1.5x3 3x6 3x4 1.5x3 3x4 1.5x3 3x10 1.5x3 3x4 3x10 1.5x3 3x4 6-2-8 6-2-8 6-4-0 0-1-8 7-4-0 1-0-0 8-4-0 1-0-0 8-5-8 0-1-8 14-8-0 6-2-8 2-6-0 0-10-0 2-0-0 0-10-0 0-1-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.64 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.03 (loc) 10-11 10-11 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 79 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-6-0, 9=0-6-0 Max Grav 14=787(LC 1), 9=787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-776/0, 8-9=-776/0, 1-2=-1317/0, 2-3=-1317/0, 3-4=-2044/0, 4-5=-2051/0, 5-6=-2044/0, 6-7=-1317/0, 7-8=-1317/0 BOT CHORD 12-13=0/1939, 11-12=0/2051, 10-11=0/1939 WEBS 4-12=-318/27, 5-11=-318/27, 1-13=0/1447, 2-13=-304/0, 3-13=-706/0, 3-12=-50/453, 8-10=0/1447, 7-10=-304/0, 6-10=-706/0, 6-11=-50/453 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT16 Truss Type Floor Qty 7 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288475 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:35 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-tmuRVd1fnKnGzdGysZ5i6XzC1TZthnYxnnjFeLyEcmo Scale = 1:24.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 1.5x3 1.5x3 3x6 3x6 3x4 1.5x3 3x4 1.5x3 3x10 1.5x3 3x4 3x10 1.5x3 3x4 6-2-8 6-2-8 6-4-0 0-1-8 7-4-0 1-0-0 8-4-0 1-0-0 8-5-8 0-1-8 14-4-8 5-11-0 2-6-0 0-10-0 2-0-0 0-8-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.64 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-6-0, 9=0-2-8 Max Grav 14=774(LC 1), 9=780(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-764/0, 8-9=-769/0, 1-2=-1293/0, 2-3=-1293/0, 3-4=-1979/0, 4-5=-1986/0, 5-6=-1978/0, 6-7=-1269/0, 7-8=-1269/0 BOT CHORD 12-13=0/1891, 11-12=0/1986, 10-11=0/1885 WEBS 4-12=-299/37, 5-11=-359/38, 1-13=0/1421, 2-13=-304/0, 3-13=-678/0, 3-12=-64/424, 8-10=0/1433, 7-10=-304/0, 6-10=-699/0, 6-11=-57/478 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT17 Truss Type Floor Qty 3 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288476 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:36 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-LySpjz2HYev7anr8PGcxflWNntv6QEo40RToAnyEcmn Scale = 1:24.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 3x4 1.5x3 1.5x3 3x6 3x6 3x4 1.5x3 3x4 1.5x3 3x10 1.5x3 3x4 3x10 1.5x3 3x4 6-2-8 6-2-8 6-4-0 0-1-8 7-4-0 1-0-0 8-4-0 1-0-0 8-5-8 0-1-8 14-4-8 5-11-0 2-6-0 0-10-0 2-0-0 0-8-0 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.62 0.64 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.17 0.03 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 76 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)14=0-6-0, 9=0-2-8 Max Grav 14=774(LC 1), 9=780(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-764/0, 8-9=-769/0, 1-2=-1293/0, 2-3=-1293/0, 3-4=-1979/0, 4-5=-1986/0, 5-6=-1978/0, 6-7=-1269/0, 7-8=-1269/0 BOT CHORD 12-13=0/1891, 11-12=0/1986, 10-11=0/1885 WEBS 4-12=-299/37, 5-11=-359/38, 1-13=0/1421, 2-13=-304/0, 3-13=-678/0, 3-12=-64/424, 8-10=0/1433, 7-10=-304/0, 6-10=-699/0, 6-11=-57/478 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT18 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288477 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:37 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-p90BwJ2vIy1_CxQKz_7ACy2WbGAD9hQDF5CLjDyEcmm Scale = 1:23.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 3x4 3x4 1.5x3 3x6 3x4 1.5x3 1.5x3 3x6 3x10 1.5x3 3x4 3x10 3x8 1.5x3 6-6-8 6-6-8 6-8-0 0-1-8 7-8-0 1-0-0 8-8-0 1-0-0 14-0-8 5-4-8 2-6-0 1-2-0 2-0-0 2-4-8 0-1-8 1-6-01-6-0Plate Offsets (X,Y)-- [5:0-1-8,Edge], [7:0-3-0,Edge], [11:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.90 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.25 0.03 (loc) 11-12 11-12 8 l/defl >866 >663 n/a L/d 360 240 n/a PLATES MT20 Weight: 75 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-6-0, 8=Mechanical Max Grav 13=752(LC 1), 8=759(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-746/0, 7-8=-743/0, 1-2=-1256/0, 2-3=-1256/0, 3-4=-1852/0, 4-5=-1856/0, 5-6=-1231/0, 6-7=-1231/0 BOT CHORD 11-12=0/1801, 10-11=0/1856, 9-10=0/1850 WEBS 1-12=0/1380, 2-12=-300/0, 3-12=-618/0, 3-11=-100/336, 7-9=0/1383, 6-9=-307/8, 5-9=-802/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT19 Truss Type Floor Qty 7 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288478 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:38 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-HLaZ8e3Y3F9rq5?XXhePkAbeNgZEu5FNTlyvFgyEcml Scale = 1:20.5 1 2 3 4 5 6 12 11 10 9 8 7 3x4 2x4 3x10 4x8 1.5x3 3x6 1.5x3 3x4 4x12 1.5x3 4x12 1.5x3 1-0-80-9-62-9-0 2-9-0 5-3-8 2-6-8 6-3-8 1-0-0 7-3-8 1-0-0 9-11-8 2-8-0 12-7-0 2-7-8 2-6-0 2-3-8 2-0-0 2-5-0 0-1-8 1-0-8Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-7,Edge], [7:0-1-8,Edge], [8:0-4-0,Edge], [11:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 30.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.66 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.37 0.04 (loc) 10 10 7 l/defl >645 >407 n/a L/d 360 240 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 6-8: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)12=0-3-8, 7=0-3-0 Max Grav 12=1178(LC 1), 7=1178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1165/0, 6-7=-1157/0, 1-2=-3422/0, 2-3=-3566/0, 3-4=-4552/0, 4-5=-2938/0, 5-6=-2939/0 BOT CHORD 10-11=0/4549, 9-10=0/4549, 8-9=0/4549 WEBS 1-11=0/3534, 2-11=-576/0, 3-11=-1031/0, 6-8=0/3105, 5-8=-510/0, 4-8=-1696/0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT20 Truss Type Floor Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288479 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:42 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-A6p4z0627UfGJiJImXjLv0lKMHxAqvFyONw6ORyEcmh Scale = 1:20.5 1 2 3 4 5 6 12 11 10 9 8 7 3x4 2x4 3x10 4x8 1.5x3 3x6 1.5x3 3x4 4x12 1.5x3 4x12 1.5x3 1-0-80-9-62-9-0 2-9-0 5-3-8 2-6-8 6-3-8 1-0-0 7-3-8 1-0-0 9-11-8 2-8-0 12-7-0 2-7-8 2-6-0 2-3-8 2-0-0 2-5-0 0-1-8 1-0-8Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-7,Edge], [7:0-1-8,Edge], [8:0-4-0,Edge], [11:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 30.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.66 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.37 0.04 (loc) 10 10 7 l/defl >645 >407 n/a L/d 360 240 n/a PLATES MT20 Weight: 63 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 6-8: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)12=0-3-8, 7=1-3-0 Max Grav 12=1178(LC 1), 7=1178(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1165/0, 6-7=-1157/0, 1-2=-3422/0, 2-3=-3566/0, 3-4=-4552/0, 4-5=-2938/0, 5-6=-2939/0 BOT CHORD 10-11=0/4549, 9-10=0/4549, 8-9=0/4549 WEBS 1-11=0/3534, 2-11=-576/0, 3-11=-1031/0, 6-8=0/3105, 5-8=-510/0, 4-8=-1696/0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT21 Truss Type Floor Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288480 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:43 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-eJNSBM7guon7wsuUKEEaRDIWIhH8ZNx6d1fgwtyEcmg Scale = 1:19.4 1 2 3 4 5 6 12 11 10 9 8 7 3x4 1.5x3 3x10 1.5x3 3x6 1.5x3 3x4 4x12 1.5x3 4x12 5x6 1.5x3 1-0-80-9-611-10-0 2-9-0 2-9-0 5-3-8 2-6-8 6-3-8 1-0-0 7-3-8 1-0-0 9-11-8 2-8-0 11-10-0 1-10-8 12-7-0 0-9-0 2-6-0 2-3-8 2-0-0 2-5-0 1-9-0 0-1-8 0-9-61-0-5Plate Offsets (X,Y)-- [1:Edge,0-1-7], [3:0-1-8,Edge], [4:0-1-8,Edge], [6:0-1-7,Edge], [11:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 30.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.86 0.68 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.35 0.03 (loc) 10-11 10-11 7 l/defl >641 >404 n/a L/d 360 240 n/a PLATES MT20 Weight: 60 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* 6-8: 2x4 SP No.2(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)12=0-3-8, 7=0-3-0 Max Grav 12=1106(LC 1), 7=1106(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1096/0, 1-2=-3190/0, 2-3=-3340/0, 3-4=-4001/0, 4-5=-2082/0, 5-6=-2080/0 BOT CHORD 10-11=0/3998, 9-10=0/3998, 8-9=0/3998 WEBS 1-11=0/3295, 2-11=-594/0, 3-11=-693/0, 6-8=0/2302, 5-8=-408/0, 4-8=-2017/0, 6-7=-1085/0 NOTES- 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss FT22 Truss Type Floor Supported Gable Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288481 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:43 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-eJNSBM7guon7wsuUKEEaRDIiRhRWZZh6d1fgwtyEcmg Scale = 1:11.5 1 2 3 4 5 6 12 11 10 9 8 7 2-1-0 2-1-0 3-1-0 1-0-0 4-1-0 1-0-0 6-2-0 2-1-01-6-01-6-0LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.08 0.01 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-2-0. (lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 11, 10, 9, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T01 Truss Type HALF HIP GIRDER Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288482 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:55 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-Hc6?iSGC3UIQMioo1mSOwloZAXOLNmVtOuZILByEcmU Scale = 1:39.1 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 2x4 ST1.5x8 STP 3x6 4x6 3x6 8x10 WB 4x4 10x12 5x8 2x4 4x8 3x4 4x6 3x4 2x4 4x12 3x10 4x12 5x8 3x4 3-6-4 3-6-4 6-9-0 3-2-12 8-9-4 2-0-4 10-7-12 1-10-8 12-6-4 1-10-8 14-4-12 1-10-8 16-5-0 2-0-4 3-6-4 3-6-4 6-9-0 3-2-12 8-9-4 2-0-4 10-7-12 1-10-8 11-8-12 1-1-0 12-6-4 0-9-8 14-4-12 1-10-8 16-5-0 2-0-4 4-1-46-3-11-5-146-4-41-5-144.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-3-4], [9:0-3-8,0-1-8], [12:0-3-8,0-2-0], [18:0-6-0,0-5-12] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.59 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.39 0.03 0.18 (loc) 15 15 11 15 l/defl >999 >498 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 530 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-10: 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 6-15,10-12: 2x4 SP No.1, 9-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-4-0, 19=0-6-0 Max Horz 19=321(LC 8) Max Uplift 11=-1953(LC 5), 19=-1425(LC 4) Max Grav 11=9793(LC 2), 19=4756(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3098/917, 4-16=-336/298, 4-5=-22257/6730, 5-6=-22257/6730, 6-7=-25869/7439, 7-8=-22234/5432, 8-9=-22234/5432, 9-10=-14336/3104, 10-11=-7891/1729, 1-19=-4324/1272 BOT CHORD 18-19=-328/224, 16-18=-5659/18182, 15-16=-6002/19077, 14-15=-7439/25869, 13-14=-7025/25584, 12-13=-3104/14336, 11-12=-153/720 WEBS 2-18=-1334/4090, 2-4=-4319/1431, 4-18=-16155/4866, 4-15=-813/3588, 6-15=-4184/938, 6-14=-248/1702, 7-13=-6875/2383, 8-13=-144/283, 9-13=-2717/9220, 9-12=-4689/1462, 10-12=-3377/15576, 1-18=-1266/4359, 7-14=-936/1362 NOTES- 1) na 2) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) Provide adequate drainage to prevent water ponding. 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. Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T01 Truss Type HALF HIP GIRDER Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288482 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:55 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-Hc6?iSGC3UIQMioo1mSOwloZAXOLNmVtOuZILByEcmU NOTES- 10) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1953 lb uplift at joint 11 and 1425 lb uplift at joint 19. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4281 lb down and 1346 lb up at 11-9-0, and 311 lb down and 98 lb up at 9-9-0 on top chord, and 604 lb down and 221 lb up at 0-8-12, 600 lb down and 215 lb up at 2-8-12, 600 lb down and 203 lb up at 4-8-12, 600 lb down and 215 lb up at 6-8-12, 600 lb down and 227 lb up at 8-8-12, 600 lb down and 241 lb up at 10-8-12, 608 lb down and 254 lb up at 12-8-12, 5975 lb down at 13-5-8, and 739 lb down at 15-3-4, and 745 lb down at 15-11-4 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: 1-3=-70, 4-10=-70, 11-19=-20 Concentrated Loads (lb) Vert: 16=-600(B) 15=-600(B) 14=-600(B) 7=-3604 13=-608(B) 20=-262(F) 21=-604(B) 22=-600(B) 23=-600(B) 24=-1615(B) 25=-187(B) 26=-194(B) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T02 Truss Type ROOF TRUSS Qty 1 Ply 3 Duval - Goldwasser Res-Floor Job Reference (optional) T29288483 8.530 s Oct 7 2022 MiTek Industries, Inc. Mon Nov 28 16:47:55 2022 Page 1 ID:mZWdGdUFID?anyXlu7lXBByvavC-KFdzPyUmH1ojB89WEawIh9kxlQ5IXo0etHKnGWyEcDo Scale = 1:53.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 2930 31 32 33 34 35 36 37 4x8 ST1.5x8 STP 2x4 3x10 5x12 2x4 4x6 4x8 10x12 3x4 3x6 4x6 4x4 2x4 6x8 7x10 5x6 3x4 3x4 2x4 3x8 2x4 4x12 2x4 4x12 6x8 5-1-1 5-1-1 8-9-0 3-7-15 11-7-0 2-10-0 14-10-0 3-3-0 18-1-0 3-3-0 19-4-0 1-3-0 20-4-10 1-0-10 22-6-9 2-1-14 24-8-7 2-1-14 26-10-6 2-1-14 29-2-0 2-3-10 -1-6-01-6-0 5-1-15-1-1 8-9-03-7-15 11-7-02-10-0 14-10-03-3-0 18-1-03-3-0 20-4-102-3-10 22-6-92-1-14 24-8-72-1-14 26-10-62-1-14 29-2-02-3-10 0-3-156-3-21-5-146-4-41-5-144.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-0-2], [7:0-2-14,0-3-4], [9:0-4-4,0-3-4], [24:0-7-0,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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 0.88 0.49 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 -0.02 0.06 (loc) 18-19 18-19 24 19 l/defl >999 >637 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 616 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 9-14: 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E *Except* 15-23: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-24,7-24,7-9,9-20: 2x4 SP No.2, 7-22: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)15=2433/0-4-0, 2=1387/0-3-8, 24=18889/0-6-0 Max Horz 2=2819(LC 8) Max Uplift 15=-412(LC 5), 2=-2284(LC 12), 24=-5091(LC 5) Max Grav 15=4463(LC 12), 2=1847(LC 13), 24=21736(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1347/9031, 3-4=-1720/11107, 4-5=-3381/14832, 5-6=-3136/14311, 6-7=-3066/14794, 7-8=-659/498, 9-21=-165/3109, 8-9=-880/341, 9-10=-9087/1381, 10-11=-12001/1742, 11-29=-11881/1244, 29-30=-11881/1244, 12-30=-11881/1244, 12-13=-11881/1244, 13-14=-337/31 BOT CHORD 2-26=-8424/2322, 25-26=-8424/2322, 24-25=-10432/0, 23-24=-4164/0, 23-31=-4203/0, 22-31=-4203/0, 22-32=-676/4135, 21-32=-676/4135, 21-33=-1070/4474, 20-33=-1070/4474, 19-20=-1742/12001, 19-34=-1776/14402, 18-34=-1776/14402, 18-35=-1776/14402, 17-35=-1776/14402, 17-36=-720/7779, 16-36=-720/7779, 16-37=-720/7779, 15-37=-720/7779 WEBS 3-26=-321/850, 3-25=-4606/1472, 4-25=-366/907, 4-24=-7428/2767, 5-24=-2024/574, 7-24=-17183/2604, 7-22=-5/3031, 7-9=-1026/6682, 9-22=-8438/418, 10-20=-4312/586, 10-19=0/2201, 11-19=-2755/50, 11-18=-32/1952, 11-17=-2895/618, 13-17=-590/4740, 13-16=0/1698, 13-15=-8375/775, 9-20=-472/6258 NOTES- 1) na 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, Except member 6-8 2x4 - 2 rows staggered at 0-4-0 oc, member 8-21 2x4 - 2 rows staggered at 0-4-0 oc, member 9-14 2x4 - 2 rows staggered at 0-4-0 oc, member 14-15 2x4 - 2 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 ALL CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTEDTO EACH PLY OF THE TRUSS. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T02 Truss Type ROOF TRUSS Qty 1 Ply 3 Duval - Goldwasser Res-Floor Job Reference (optional) T29288483 8.530 s Oct 7 2022 MiTek Industries, Inc. Mon Nov 28 16:47:55 2022 Page 2 ID:mZWdGdUFID?anyXlu7lXBByvavC-KFdzPyUmH1ojB89WEawIh9kxlQ5IXo0etHKnGWyEcDo NOTES- 6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 7) Provide adequate drainage to prevent water ponding. 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) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide metal plate or equivalent at bearing(s) 24 to support reaction shown. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 15, 2284 lb uplift at joint 2 and 5091 lb uplift at joint 24. 13) Girder carries tie-in span(s): 18-0-0 from 0-0-0 to 23-1-0 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4160 lb down and 1760 lb up at 8-9-0 on top chord, and 1334 lb down at 16-5-8, 2020 lb down at 18-3-4, 1432 lb down at 19-3-12, 1432 lb down at 21-3-12, 1432 lb down at 23-3-12, 1432 lb down at 25-3-12, and 1432 lb down at 27-3-12 , and 368 lb down and 156 lb up at 14-5-7 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: 1-2=-110, 2-8=-621(F=-511), 9-29=-621(F=-511), 14-29=-110, 2-15=-20 Concentrated Loads (lb) Vert: 4=-3950(F) 20=-376(F) 31=-350(F) 32=-349(F) 33=-536(F) 34=-376(F) 35=-376(F) 36=-376(F) 37=-376(F) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T03 Truss Type ROOF TRUSS Qty 2 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288484 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:21 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-Wcgq9LbWxTakUiooYDvU_Et2A0FhTXyiMxsgGgyEcm4 Scale = 1:53.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 7x10 ST1.5x8 STP 3x4 2x4 7x10 2x4 4x4 3x4 2x4 7x8 4x6 2x4 4x12 3x4 4x8 3x10 6-6-13 6-6-13 11-7-0 5-0-3 18-1-0 6-6-0 21-9-15 3-8-15 25-5-1 3-7-3 29-2-0 3-8-15 -1-6-0 1-6-0 6-6-13 6-6-13 12-3-15 5-9-1 18-1-0 5-9-1 21-9-15 3-8-15 25-5-1 3-7-3 29-2-0 3-8-15 0-3-156-3-21-5-146-4-41-5-144.00 12 Plate Offsets (X,Y)-- [6:0-3-8,Edge], [11:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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 0.70 0.70 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.22 -0.02 0.14 (loc) 12 12 15 16-19 l/defl >999 >963 n/a >984 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS. (size)10=0-4-0, 2=0-3-8, 15=0-6-0 Max Horz 2=509(LC 12) Max Uplift 10=-183(LC 9), 2=-297(LC 22), 15=-897(LC 12) Max Grav 10=758(LC 1), 2=391(LC 21), 15=3335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-460/1527, 3-4=-1312/2469, 5-6=-551/427, 6-7=-1805/527, 7-8=-1805/527, 8-9=-1637/438, 9-10=-708/216 BOT CHORD 2-16=-1412/113, 15-16=-1418/119, 13-15=-59/388, 12-13=-237/566, 11-12=-438/1637 WEBS 3-16=-490/241, 3-15=-1204/1111, 4-15=-2395/1033, 4-6=-851/1963, 6-15=-2068/651, 6-12=-311/1406, 7-12=-420/159, 8-11=-453/181, 9-11=-434/1629 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=29ft; 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 29-0-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 10, 297 lb uplift at joint 2 and 897 lb uplift at joint 15. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 290 lb up at 17-11-4 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: 1-5=-110, 6-9=-110, 10-17=-20 Concentrated Loads (lb) Vert: 5=-300 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T04 Truss Type ROOF TRUSS Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288485 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:27 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-Lm25QPfHXJKuCdFxvU0uDV74EQIatFfaltJ?UKyEcm_ Scale = 1:50.7 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 5x12 ST1.5x8 STP 3x4 2x4 5x12 2x4 4x4 3x4 2x4 7x8 4x6 2x4 3x10 3x4 4x4 4x4 6-6-13 6-6-13 11-7-0 5-0-3 18-1-0 6-6-0 21-4-4 3-3-4 24-5-12 3-1-8 27-9-0 3-3-4 -1-6-0 1-6-0 6-6-13 6-6-13 12-3-15 5-9-1 18-1-0 5-9-1 21-4-4 3-3-4 24-5-12 3-1-8 27-9-0 3-3-4 0-3-156-3-21-5-146-4-41-5-144.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-3-4], [6:0-5-4,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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 0.66 0.67 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 -0.02 0.14 (loc) 12-13 12-13 15 16-19 l/defl >999 >999 n/a >974 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing. WEBS 1 Row at midpt 6-15 REACTIONS. (size)10=0-4-0, 2=0-3-8, 15=0-6-0 Max Horz 2=509(LC 12) Max Uplift 10=-177(LC 9), 2=-213(LC 22), 15=-858(LC 12) Max Grav 10=692(LC 1), 2=429(LC 21), 15=3131(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/1278, 3-4=-1242/2201, 5-6=-551/427, 6-7=-1535/475, 7-8=-1535/475, 8-9=-1320/370, 9-10=-648/203 BOT CHORD 2-16=-1168/64, 15-16=-1174/70, 13-15=-102/533, 12-13=-275/688, 11-12=-370/1320 WEBS 3-16=-489/240, 3-15=-1198/1109, 4-15=-2197/981, 4-6=-789/1728, 6-15=-2015/642, 6-12=-228/1001, 7-12=-369/143, 8-12=-121/258, 8-11=-426/173, 9-11=-375/1338 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=28ft; 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 27-7-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 10, 213 lb uplift at joint 2 and 858 lb uplift at joint 15. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 290 lb up at 17-11-4 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: 1-5=-110, 6-9=-110, 10-17=-20 Concentrated Loads (lb) Vert: 5=-300 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T010 Truss Type Roof Special Girder Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288486 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:56 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-lpgNvoHqqnQH_sN_aTzdTzLpAxpe6Qp0cYJsudyEcmT Scale = 1:28.0 1 2 3 4 5 6 9 8 7 13 4x4 ST1.5x8 STP 5x6 2x4 3x4 3x6 2x4 4x12 4x4 3-3-14 3-3-14 7-1-11 3-9-12 13-0-0 5-10-5 -1-6-0 1-6-0 3-3-14 3-3-14 6-6-0 3-2-2 7-1-11 0-7-11 13-0-0 5-10-5 0-6-83-8-104-0-123-8-106.50 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.00 (loc) 7-8 7-8 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-0-0 except (jt=length) 2=0-6-0. (lb) - Max Horz 2=181(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 9 except 8=-175(LC 9) Max Grav All reactions 250 lb or less at joint(s) 7 except 2=274(LC 21), 9=264(LC 21), 8=552(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-374/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 6-6-0, Exterior(2E) 6-6-0 to 7-1-11, Interior(1) 7-1-11 to 12-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 9 except (jt=lb) 8=175. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T011 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288487 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:57 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-D?Dl78ISb5Y8c0yA8BUs0AtxuK50rieArC2PQ3yEcmS Scale = 1:28.4 1 2 3 4 6 5 10 11 12 13 3x4 ST1.5x8 STP 4x4 2x4 6x8 3x4 6-11-14 6-11-14 14-0-8 7-0-10 -1-6-0 1-6-0 6-11-14 6-11-14 14-0-8 7-0-10 0-6-84-3-156.50 12 Plate Offsets (X,Y)-- [3:0-5-12,0-2-4] 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 0.72 0.51 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.12 0.01 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-6-0, 5=Mechanical Max Horz 2=206(LC 12) Max Uplift 2=-205(LC 12), 5=-206(LC 9) Max Grav 2=736(LC 1), 5=620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-800/161 BOT CHORD 2-6=-217/600, 5-6=-215/606 WEBS 3-6=0/319, 3-5=-658/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 6-11-14, Exterior(2R) 6-11-14 to 11-2-13, Interior(1) 11-2-13 to 13-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=205, 5=206. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T012 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288488 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:58 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-iBn7KUJ4MPg?DAXNiu?5YOQA_kQpaIOJ4soyyWyEcmR Scale = 1:31.5 1 2 3 4 5 7 6 11 12 13 4x6 ST1.5x8 STP 2x4 4x4 2x4 3x8 4x4 8-2-10 8-2-10 14-0-8 5-9-14 -1-6-0 1-6-0 4-2-4 4-2-4 8-2-10 4-0-7 14-0-8 5-9-14 0-6-84-11-156.50 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-14] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.54 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.01 (loc) 7-10 7-10 6 l/defl >999 >911 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-6-0 Max Horz 2=234(LC 12) Max Uplift 6=-195(LC 9), 2=-196(LC 12) Max Grav 6=620(LC 1), 2=736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/218, 3-4=-606/133, 4-5=-469/163, 5-6=-575/228 BOT CHORD 2-7=-338/729 WEBS 3-7=-308/195, 5-7=-205/589 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 8-2-10, Exterior(2R) 8-2-10 to 12-5-9, Interior(1) 12-5-9 to 13-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=195, 2=196. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T013 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288489 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:10:59 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-AOLVYqKj7iosrK6ZGbWK5byOp8knJlTTJWXWUyyEcmQ Scale = 1:35.2 1 2 3 4 5 7 6 11 12 13 4x4 ST1.5x8 STP 2x4 4x6 2x4 3x8 3x4 9-5-7 9-5-7 14-0-8 4-7-1 -1-6-0 1-6-0 4-9-10 4-9-10 9-5-7 4-7-13 14-0-8 4-7-1 0-6-85-7-156.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] 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 0.31 0.68 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.01 (loc) 7-10 7-10 2 l/defl >986 >495 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-6-0 Max Horz 2=261(LC 12) Max Uplift 6=-183(LC 12), 2=-186(LC 12) Max Grav 6=620(LC 1), 2=736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/192, 3-4=-515/93, 4-5=-372/132, 5-6=-601/232 BOT CHORD 2-7=-336/713 WEBS 3-7=-392/229, 5-7=-204/583 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 9-5-7, Exterior(2E) 9-5-7 to 13-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=183, 2=186. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T014 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288490 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:00 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-eavulAKLu0wjTThlpJ1ZdpVWGY1z2AvcXAH31OyEcmP Scale = 1:39.1 1 2 3 4 5 7 6 11 12 13 4x4 ST1.5x8 STP 2x4 4x6 2x4 3x8 3x4 10-8-3 10-8-3 14-0-8 3-4-5 -1-6-0 1-6-0 5-5-0 5-5-0 10-8-3 5-3-3 14-0-8 3-4-5 0-6-86-3-156.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12] 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 0.88 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.54 0.02 (loc) 7-10 7-10 2 l/defl >617 >308 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 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)6=Mechanical, 2=0-6-0 Max Horz 2=288(LC 12) Max Uplift 6=-195(LC 12), 2=-175(LC 12) Max Grav 6=620(LC 1), 2=736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-837/161, 3-4=-426/48, 4-5=-280/97, 5-6=-643/230 BOT CHORD 2-7=-327/689 WEBS 3-7=-465/258, 5-7=-210/615 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 10-8-3, Exterior(2E) 10-8-3 to 13-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=195, 2=175. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T015 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288491 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:01 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-6mTGzWLzfK2a4dGyN0ZoA02gAyVAnaolmq0dZqyEcmO Scale = 1:41.1 1 2 3 4 5 8 7 6 12 13 2x4 ST1.5x8 STP 3x4 3x6 2x4 3x4 4x8 3x4 6-0-6 6-0-6 11-10-15 5-10-9 14-0-8 2-1-9 -1-6-0 1-6-0 6-0-6 6-0-6 11-10-15 5-10-9 14-0-8 2-1-9 0-6-86-11-156.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [4:0-5-4,0-2-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.37 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-6-0, 6=Mechanical Max Horz 2=316(LC 12) Max Uplift 2=-162(LC 12), 6=-207(LC 12) Max Grav 2=736(LC 1), 6=620(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-868/84, 3-4=-301/12 BOT CHORD 2-8=-282/700, 7-8=-282/700 WEBS 3-8=0/255, 3-7=-615/244, 4-7=-65/427, 4-6=-620/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 11-10-15, Exterior(2E) 11-10-15 to 13-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=162, 6=207. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T016 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288492 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:02 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-ay1eAsMbQdARinr8xk41iEaqCLorW4nv?UmA5HyEcmN Scale = 1:44.7 1 2 3 4 5 7 6 11 12 4x6 ST1.5x8 STP 2x4 3x4 5x6 2x4 4x8 6-7-12 6-7-12 14-0-8 7-4-12 -1-6-0 1-6-0 6-7-12 6-7-12 13-1-12 6-5-15 14-0-8 0-10-12 0-6-87-7-156.50 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-8], [3:0-3-0,0-3-0], [4:0-3-0,0-1-14] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.56 0.53 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. (size)2=0-6-0, 6=Mechanical Max Horz 2=343(LC 12) Max Uplift 2=-148(LC 12), 6=-221(LC 12) Max Grav 2=736(LC 1), 6=627(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-845/39 BOT CHORD 2-7=-256/673, 6-7=-257/670 WEBS 3-7=0/318, 3-6=-717/263, 4-6=-335/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 13-1-12, Exterior(2E) 13-1-12 to 13-10-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=148, 6=221. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T017 Truss Type Common Girder Qty 1 Ply 3 Duval - Goldwasser Res-Floor Job Reference (optional) T29288493 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:04 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-WL9ObXNryFQ8x5_X296VofgHh9XR_3mCSoFHA9yEcmL Scale = 1:31.6 1 2 3 4 5 6 9 8 7 16 17 18 19 3x4 ST1.5x8 STP ST1.5x8 STP 3x4 8x12 4x4 3x6 2x4 3x6 2x4 3-11-14 3-11-14 7-10-0 3-10-2 11-8-2 3-10-2 15-8-0 3-11-14 -1-6-0 1-6-0 3-11-14 3-11-14 7-10-0 3-10-2 11-8-2 3-10-2 15-8-0 3-11-14 0-6-84-9-70-6-86.50 12 Plate Offsets (X,Y)-- [6:0-0-12,0-0-0] 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-MS 0.11 0.27 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 0.02 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 288 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* 4-8: 2x8 SP 2400F 2.0E 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)6=0-6-0, 2=0-6-0 Max Horz 2=128(LC 11) Max Uplift 6=-487(LC 12), 2=-573(LC 12) Max Grav 6=2100(LC 1), 2=2215(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3734/1209, 3-4=-3634/1235, 4-5=-3634/1241, 5-6=-3759/1223 BOT CHORD 2-9=-1008/3220, 8-9=-1008/3220, 7-8=-1012/3244, 6-7=-1012/3244 WEBS 4-8=-1030/3120 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=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 7-10-0, Exterior(2R) 7-10-0 to 10-10-0, Interior(1) 10-10-0 to 15-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=487, 2=573. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2800 lb down and 942 lb up at 7-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of thisdocument are not considered signed and sealed and the signature must be verified on any electronic copies. November 29,2022 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 3128249 Truss T017 Truss Type Common Girder Qty 1 Ply 3 Duval - Goldwasser Res-Floor Job Reference (optional) T29288493 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:04 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-WL9ObXNryFQ8x5_X296VofgHh9XR_3mCSoFHA9yEcmL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 10-13=-20 Concentrated Loads (lb) Vert: 8=-2800(F) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T018 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288494 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:05 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-_XinotOTiYY?ZFZjcsdkKsCFhZoqjS8LhS_qicyEcmK Scale = 1:33.8 1 2 3 4 5 8 7 6 12 13 14 4x12 ST1.5x8 STP ST1.5x8 STP 2x4 4x6 3x4 4x6 2x4 3x4 7-10-0 7-10-0 13-2-14 5-4-14 15-8-0 2-5-2 -1-6-0 1-6-0 7-10-0 7-10-0 13-2-14 5-4-14 15-8-0 2-5-2 0-6-81-10-44-9-71-10-46.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0] 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 0.93 0.58 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.20 0.03 (loc) 8-11 8-11 2 l/defl >999 >917 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-6-0, 6=0-6-0 Max Horz 2=112(LC 11) Max Uplift 2=-242(LC 12), 6=-162(LC 12) Max Grav 2=809(LC 1), 6=693(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-897/250, 3-4=-841/272 BOT CHORD 2-8=-170/671, 7-8=-262/887, 6-7=-256/890 WEBS 3-8=0/365, 4-8=-292/114, 4-6=-1055/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 7-10-0, Exterior(2R) 7-10-0 to 10-10-0, Interior(1) 10-10-0 to 15-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=242, 6=162. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T019 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288495 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:06 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-TkG90DP6TshsBO8vAZ8zt4lSQz92St8Vw6kOE2yEcmJ Scale: 3/8"=1' 1 2 3 4 5 8 7 6 12 13 14 15 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 4x6 2x4 4x6 3x8 3x4 6-0-15 6-0-15 12-0-2 5-11-3 15-8-0 3-7-14 -1-6-0 1-6-0 7-10-0 7-10-0 12-0-2 4-2-2 15-8-0 3-7-14 0-6-82-6-44-9-72-6-46.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12] 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 0.80 0.52 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.10 0.02 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-6-0, 2=0-6-0 Max Horz 2=132(LC 12) Max Uplift 6=-165(LC 12), 2=-239(LC 12) Max Grav 6=693(LC 1), 2=809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-943/242, 3-4=-1047/341, 4-5=-829/232, 5-6=-658/208 BOT CHORD 2-8=-192/708, 7-8=-199/635 WEBS 3-8=0/300, 3-7=-94/415, 4-7=-707/283, 5-7=-265/964 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 7-10-0, Exterior(2R) 7-10-0 to 10-10-0, Interior(1) 10-10-0 to 15-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=165, 2=239. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T020 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288496 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:09 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-tJyHeFR_mn3R2stUriigViN_HA4kfEoxc4y2rNyEcmG Scale: 3/8"=1' 1 2 3 4 5 7 6 11 12 13 4x4 ST1.5x8 STP ST1.5x8 STP 2x4 4x4 4x6 3x8 3x4 10-9-6 10-9-6 15-8-0 4-10-10 -1-6-0 1-6-0 7-10-0 7-10-0 10-9-6 2-11-6 15-8-0 4-10-10 0-6-83-2-44-9-73-2-46.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4] 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 0.96 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.69 0.04 (loc) 7-10 7-10 2 l/defl >605 >271 n/a L/d 240 180 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)6=0-6-0, 2=0-6-0 Max Horz 2=160(LC 12) Max Uplift 6=-170(LC 12), 2=-234(LC 12) Max Grav 6=693(LC 1), 2=809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-832/239, 3-4=-1027/308, 4-5=-850/231, 5-6=-695/223 BOT CHORD 2-7=-218/621 WEBS 3-7=-48/512, 4-7=-685/250, 5-7=-258/981 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 7-10-0, Exterior(2E) 7-10-0 to 10-9-6, Interior(1) 10-9-6 to 15-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=170, 2=234. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T021 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288497 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:11 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-ph423xTEIOJ9HA1tz7k8a7SGf_on78xE3OR9wFyEcmE Scale: 3/8"=1' 1 2 3 4 5 7 6 11 12 13 14 4x6 ST1.5x8 STP ST1.5x8 STP 2x4 4x4 4x6 3x8 3x6 9-6-9 9-6-9 15-8-0 6-1-7 -1-6-0 1-6-0 7-10-0 7-10-0 9-6-9 1-8-9 15-8-0 6-1-7 0-6-83-10-44-9-73-10-46.50 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 0.96 0.80 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.45 0.03 (loc) 7-10 7-10 2 l/defl >968 >414 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-6-0, 2=0-6-0 Max Horz 2=187(LC 12) Max Uplift 6=-192(LC 9), 2=-228(LC 12) Max Grav 6=693(LC 1), 2=809(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-857/223, 3-4=-897/283, 4-5=-772/236, 5-6=-664/242 BOT CHORD 2-7=-236/640 WEBS 3-7=-77/477, 4-7=-630/233, 5-7=-262/869 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 7-10-0, Exterior(2E) 7-10-0 to 9-6-9, Interior(1) 9-6-9 to 15-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=192, 2=228. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T022 Truss Type ROOF SPECIAL STRUCTU Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288498 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:13 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-l4BoUcUVq0ZtXTAF4YmcfYYfInUGbxLXXiwF_8yEcmC Scale = 1:67.9 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 5x6 ST1.5x8 STP 3x4 3x4 6x8 2x4 4x4 4x6 3x6 3x10 2x4 5x8 6x8 5x8 2x4 4x8 2x4 4x8 2x4 4x8 2x4 3x6 7-4-13 7-4-13 15-2-0 7-9-3 15-5-2 0-3-2 23-2-0 7-8-14 26-0-8 2-10-8 28-11-0 2-10-8 31-9-8 2-10-8 34-8-0 2-10-8 37-10-0 3-2-0 -1-6-0 1-6-0 3-9-5 3-9-5 7-4-13 3-7-8 15-5-2 8-0-6 23-2-0 7-8-14 26-0-8 2-10-8 28-11-0 2-10-8 31-9-8 2-10-8 34-8-0 2-10-8 37-10-0 3-2-0 0-6-81-0-84-6-101-0-84-6-106.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [4:0-3-0,0-2-6], [7:0-2-0,Edge], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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 0.82 0.80 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.05 0.05 (loc) 20-22 20-22 14 20-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-6: 2x4 SP M 31, 7-12: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. WEBS 1 Row at midpt 5-22, 5-7 REACTIONS.All bearings 22-8-0 except (jt=length) 2=0-6-0. (lb) - Max Horz 2=389(LC 33) Max Uplift All uplift 100 lb or less at joint(s) except 18=-107(LC 25), 13=-203(LC 28), 2=-989(LC 33), 20=-1029(LC 33), 17=-389(LC 28), 16=-198(LC 27), 15=-188(LC 28), 14=-135(LC 27) Max Grav All reactions 250 lb or less at joint(s) except 18=627(LC 46), 13=255(LC 29), 2=1276(LC 30), 20=1679(LC 1), 20=1679(LC 1), 17=510(LC 46), 16=449(LC 46), 15=462(LC 46), 14=510(LC 46) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2253/1674, 3-4=-1451/983, 4-5=-1500/1126, 5-6=-1239/1233, 7-18=-513/152, 6-7=-723/639, 7-8=-618/639, 8-9=-1067/1088, 10-11=-666/667, 11-12=-477/448 BOT CHORD 2-22=-1553/2121, 20-22=-1569/1558, 18-20=-1658/1674, 17-18=-1002/942, 16-17=-982/907, 15-16=-498/496, 14-15=-847/858, 13-14=-583/671 WEBS 3-22=-334/271, 4-22=-177/254, 5-22=-685/1075, 5-20=-1541/1103, 5-7=-2076/2076, 7-17=-1497/1536, 8-17=-449/145, 9-17=-482/464, 9-16=-387/221, 9-15=-878/880, 10-15=-394/114, 11-15=-520/507, 11-14=-446/160, 11-13=-640/657 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-3-6, Interior(1) 2-3-6 to 7-4-13, Exterior(2R) 7-4-13 to 11-2-3, Interior(1) 11-2-3 to 37-8-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) The Fabrication Tolerance at joint 4 = 16% 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 107 lb uplift at joint 18, 203 lb uplift at joint 13, 989 lb uplift at joint 2, 1029 lb uplift at joint 20, 389 lb uplift at joint 17, 198 lb uplift at joint 16, 188 lb uplift at joint 15 and 135 lb uplift at joint 14.Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T022 Truss Type ROOF SPECIAL STRUCTU Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288498 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:13 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-l4BoUcUVq0ZtXTAF4YmcfYYfInUGbxLXXiwF_8yEcmC NOTES- 9) This truss has been designed for a total drag load of 5900 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0, 15-6-0 to 37-10-0 for 252.9 plf. 10) 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: 1-4=-110, 4-6=-110, 7-12=-140(F=-30), 13-23=-20 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T023 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288499 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:14 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-EGlAhyV7bJhk8dlSeFHrCm4npBsqKVsglMgpWayEcmB Scale = 1:33.3 1 2 3 4 5 7 6 11 12 13 4x6 ST1.5x8 STP 2x4 4x4 5x8 2x4 3x6 8-6-15 8-6-15 16-2-8 7-7-9 -1-6-0 1-6-0 4-4-6 4-4-6 8-6-15 4-2-9 16-2-8 7-7-9 0-6-85-2-46.50 12 Plate Offsets (X,Y)-- [4:0-3-4,0-2-0], [7:0-4-0,0-3-0] 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 0.97 0.65 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.19 0.01 (loc) 7-10 7-10 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. REACTIONS. (size)6=0-4-0, 2=0-6-0 Max Horz 2=242(LC 12) Max Uplift 6=-233(LC 9), 2=-220(LC 12) Max Grav 6=718(LC 1), 2=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1066/242, 3-4=-784/164, 4-5=-631/193, 5-6=-653/260 BOT CHORD 2-7=-359/873 WEBS 3-7=-297/186, 5-7=-219/712 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 8-6-15, Exterior(2R) 8-6-15 to 12-9-14, Interior(1) 12-9-14 to 16-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 233 lb uplift at joint 6 and 220 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T024 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288500 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:15 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-iTJYvIWlMdpbmnKeCyp4kzd1cbBN3zrp_?PM30yEcmA Scale = 1:36.7 1 2 3 4 5 7 6 11 12 13 14 15 4x6 ST1.5x8 STP 2x4 4x6 5x8 2x4 4x4 9-9-12 9-9-12 16-2-8 6-4-12 -1-6-0 1-6-0 4-11-12 4-11-12 9-9-12 4-9-15 16-2-8 6-4-12 0-6-85-10-46.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [4:0-3-0,0-1-14], [7:0-3-12,0-3-0] 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 0.64 0.76 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.37 0.01 (loc) 7-10 7-10 2 l/defl >999 >519 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-14 oc bracing. REACTIONS. (size)6=0-4-0, 2=0-6-0 Max Horz 2=269(LC 12) Max Uplift 6=-222(LC 9), 2=-211(LC 12) Max Grav 6=718(LC 1), 2=833(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1043/218, 3-4=-690/128, 4-5=-529/166, 5-6=-673/240 BOT CHORD 2-7=-355/858 WEBS 3-7=-390/215, 5-7=-215/687 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 9-9-12, Exterior(2R) 9-9-12 to 14-0-10, Interior(1) 14-0-10 to 16-0-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 6 and 211 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T026 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288501 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:17 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-erRJK_X?uE3I?5U0JNrYpOiRMOydXrc6RJuT7vyEcm8 Scale = 1:41.0 1 2 3 4 5 6 7 11 10 9 8 15 2x4 ST1.5x8 STP 2x4 2x4 2x4 3x4 3x6 2x4 4x8 4x12 3x8 5-7-2 5-7-2 11-0-8 5-5-6 14-0-8 3-0-0 14-6-8 0-6-0 -1-6-0 1-6-0 5-7-2 5-7-2 11-0-8 5-5-6 14-0-8 3-0-0 14-6-8 0-6-0 0-6-81-5-146-6-41-5-146-6-46.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [4:0-5-4,0-2-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.37 0.32 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.01 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. REACTIONS. (size)8=0-4-0, 2=0-6-0 Max Horz 2=510(LC 12) Max Uplift 8=-256(LC 12), 2=-125(LC 12) Max Grav 8=660(LC 17), 2=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-925/45, 3-4=-416/0, 6-9=-321/92, 7-8=-382/250 BOT CHORD 2-11=-497/855, 10-11=-497/855 WEBS 3-10=-570/276, 4-10=0/393, 4-6=-570/233, 6-10=-258/225 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 11-0-8, Exterior(2E) 11-0-8 to 13-10-12, Interior(1) 13-10-12 to 14-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 8 and 125 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T027 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288502 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:18 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-61?hXKYdfYB9dE3Dt5MnMcFaQoHsGF2Ggze0fLyEcm7 Scale = 1:45.4 1 2 3 4 5 6 7 11 10 9 8 15 2x4 ST1.5x8 STP 2x4 2x4 2x4 3x4 3x6 2x4 4x8 4x12 3x8 6-2-9 6-2-9 12-3-4 6-0-12 14-0-8 1-9-4 14-6-8 0-6-0 -1-6-0 1-6-0 6-2-9 6-2-9 12-3-4 6-0-12 14-0-8 1-9-4 14-6-8 0-6-0 0-6-81-5-147-2-41-5-147-2-46.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-12], [4:0-5-8,0-2-0] 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 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.39 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 10-11 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. REACTIONS. (size)8=0-4-0, 2=0-6-0 Max Horz 2=557(LC 12) Max Uplift 8=-280(LC 12), 2=-100(LC 12) Max Grav 8=680(LC 17), 2=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-903/0, 3-4=-320/27, 6-9=-383/68, 7-8=-396/287 BOT CHORD 2-11=-487/829, 10-11=-487/829 WEBS 3-11=0/261, 3-10=-650/313, 4-10=0/475, 4-6=-670/225, 6-10=-265/227 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 12-3-4, Exterior(2E) 12-3-4 to 13-10-12, Interior(1) 13-10-12 to 14-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 8 and 100 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T028 Truss Type Roof Special Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288503 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:19 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-aEZ3kgZGPsJ0FOePRot0vpngrCbN?dUPvdNaCoyEcm6 Scale = 1:49.4 1 2 3 4 5 6 7 10 9 8 14 5x6 ST1.5x8 STP 3x4 3x4 4x4 4x4 2x4 2x4 3x4 2x4 6-9-15 6-9-15 13-6-1 6-8-2 14-0-8 0-6-7 14-6-8 0-6-0 -1-6-01-6-0 6-9-156-9-15 13-6-16-8-2 14-0-80-6-7 14-6-8 0-6-0 0-6-81-5-147-10-41-5-147-10-46.50 12 Plate Offsets (X,Y)-- [2:0-0-13,0-1-8], [3:0-3-0,0-3-4], [4:0-2-0,0-2-7], [6:0-2-0,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 0.82 0.56 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.02 (loc) 9-10 9-10 8 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. REACTIONS. (size)8=0-4-0, 2=0-6-0 Max Horz 2=612(LC 12) Max Uplift 8=-307(LC 12), 2=-73(LC 12) Max Grav 8=701(LC 17), 2=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-889/0, 6-9=-115/282, 7-8=-533/345 BOT CHORD 2-10=-476/807, 9-10=-477/804 WEBS 3-10=0/327, 3-9=-758/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 13-6-1, Exterior(2E) 13-6-1 to 13-10-12, Interior(1) 13-10-12 to 14-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 8 and 73 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T029 Truss Type Half Hip Qty 1 Ply 1 Duval - Goldwasser Res-Floor Job Reference (optional) T29288504 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:20 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-2Q6Ry0auA9RtsYDb_WOFR1Kt0cyuk7eY8H77kEyEcm5 Scale = 1:49.4 1 2 3 4 5 6 9 8 7 13 145x6 ST1.5x8 STP 2x4 3x4 2x4 2x4 4x4 4x4 4x12 7-1-2 7-1-2 14-0-8 6-11-6 14-6-8 0-6-0 -1-6-0 1-6-0 7-1-2 7-1-2 14-0-8 6-11-6 14-6-8 0-6-0 0-6-87-11-141-5-148-1-121-5-146.50 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-4] 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 0.66 0.48 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 9-12 9-12 2 l/defl >999 >999 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 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. REACTIONS. (size)7=0-4-0, 2=0-6-0 Max Horz 2=638(LC 12) Max Uplift 7=-317(LC 12), 2=-63(LC 12) Max Grav 7=708(LC 17), 2=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-865/0, 6-7=-505/267 BOT CHORD 2-9=-389/773, 8-9=0/306 WEBS 3-9=0/268, 3-5=-713/238, 5-9=-479/569 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; 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 14-4-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 7 and 63 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T030 Truss Type ROOF TRUSS Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288505 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:23 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-T?oaa1cmT4qSj0xAgeyy3fyLXps9xQx?qFLnLZyEcm2 Scale = 1:41.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2930 3x4 3x6 4x4 3x8 4x8 6x8 3x4 5x12 3x8 3x8 3x8 3x8 3x8 3x8 3x8 5x8 4x6 3-9-8 3-9-8 7-3-8 3-6-0 9-2-10 1-11-2 11-1-12 1-11-2 13-0-13 1-11-2 14-11-15 1-11-2 16-11-1 1-11-2 18-10-3 1-11-2 20-9-4 1-11-2 22-8-6 1-11-2 24-11-0 2-2-10 3-9-8 3-9-8 7-3-8 3-6-0 9-2-10 1-11-2 11-1-12 1-11-2 13-0-13 1-11-2 14-11-15 1-11-2 16-11-1 1-11-2 18-10-3 1-11-2 20-9-4 1-11-2 22-8-6 1-11-2 24-11-0 2-2-10 5-9-41-1-81-1-85-9-4Plate Offsets (X,Y)-- [9:0-2-0,Edge], [16:0-1-8,0-2-12], [27:0-1-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 15.0 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 0.84 0.96 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.74 -1.04 0.09 0.39 (loc) 22-23 22-23 15 22-23 l/defl >401 >283 n/a >750 L/d 360 240 n/a 240 PLATES MT20 Weight: 601 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 15-18: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)28=0-4-0, 15=Mechanical Max Horz 28=237(LC 12) Max Uplift 28=-378(LC 8), 15=-439(LC 9) Max Grav 28=2282(LC 1), 15=2433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2317/853, 1-2=-1362/486, 4-25=-314/229, 4-5=-15442/6384, 5-6=-16597/6612, 6-7=-16597/6612, 7-8=-16223/6340, 8-10=-16223/6340, 10-11=-12460/4814, 11-12=-12460/4814, 12-13=-5273/2021, 13-14=-5273/2021, 14-15=-2288/891 BOT CHORD 27-28=-258/229, 25-27=-5846/14441, 24-25=-6538/16132, 23-24=-6538/16132, 22-23=-6807/17269, 21-22=-6807/17269, 20-21=-5871/15116, 19-20=-5871/15116, 17-19=-3647/9475, 16-17=-3647/9475, 15-16=-111/291 WEBS 1-27=-888/2486, 2-27=-442/1116, 2-4=-2079/910, 4-27=-13370/5218, 5-25=-780/170, 5-24=-167/510, 5-23=-118/507, 7-23=-733/214, 7-21=-1141/509, 10-21=-511/1205, 10-19=-2895/1153, 11-19=-257/127, 12-19=-1272/3252, 12-16=-4578/1771, 13-16=-274/138, 14-16=-2059/5371 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 24-9-4 zone;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 2x4 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. 9) Refer to girder(s) for truss to truss connections. Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T030 Truss Type ROOF TRUSS Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288505 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:24 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-xBMyoNdOEOyJL9WNDLTBctVWHDCOgtB82v5Lt?yEcm1 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 28 and 439 lb uplift at joint 15. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-150, 4-14=-180(F=-30), 15-28=-20 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T031 Truss Type ROOF TRUSS Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288506 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:25 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-POwK?je0?h4AzJ5Zn3_Q841jgdZrPK9IHZquPRyEcm0 Scale = 1:41.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 2930 3x4 4x6 4x4 6x8 4x8 6x8 3x4 5x12 4x8 4x8 4x8 4x8 4x8 4x8 4x8 6x8 4x6 3-9-8 3-9-8 7-3-8 3-6-0 9-2-10 1-11-2 11-1-12 1-11-2 13-0-13 1-11-2 14-11-15 1-11-2 16-11-1 1-11-2 18-10-3 1-11-2 20-9-4 1-11-2 22-8-6 1-11-2 24-11-0 2-2-10 3-9-8 3-9-8 7-3-8 3-6-0 9-2-10 1-11-2 11-1-12 1-11-2 13-0-13 1-11-2 14-11-15 1-11-2 16-11-1 1-11-2 18-10-3 1-11-2 20-9-4 1-11-2 22-8-6 1-11-2 24-11-0 2-2-10 5-1-41-1-01-1-05-1-4Plate Offsets (X,Y)-- [9:0-2-0,Edge], [27:0-1-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 60.0 15.0 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 0.73 0.88 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.81 -1.14 0.09 0.43 (loc) 22-23 22-23 15 22-23 l/defl >366 >258 n/a >691 L/d 360 240 n/a 240 PLATES MT20 Weight: 579 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except* 15-18: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-28,3-25: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)28=0-4-0, 15=Mechanical Max Horz 28=207(LC 12) Max Uplift 28=-380(LC 8), 15=-434(LC 9) Max Grav 28=2282(LC 1), 15=2433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2330/865, 1-2=-1557/560, 4-25=-413/253, 4-5=-16298/6573, 5-6=-17374/6807, 6-7=-17374/6807, 7-8=-16984/6555, 8-10=-16984/6555, 10-11=-13035/4986, 11-12=-13035/4986, 12-13=-5485/2085, 13-14=-5485/2085, 14-15=-2261/874 BOT CHORD 25-27=-5929/14939, 24-25=-6730/16944, 23-24=-6730/16944, 22-23=-7038/18114, 21-22=-7038/18114, 20-21=-6091/15857, 19-20=-6091/15857, 17-19=-3799/9962, 16-17=-3799/9962, 15-16=-131/344 WEBS 1-27=-938/2605, 2-27=-393/1055, 2-4=-2094/884, 4-27=-13647/5247, 5-25=-730/173, 5-24=-180/547, 5-23=-131/465, 7-23=-801/250, 7-22=-68/262, 7-21=-1222/522, 10-21=-502/1219, 10-19=-3051/1195, 12-19=-1283/3322, 12-16=-4841/1853, 14-16=-2092/5503 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-1-12 to 24-9-4 zone;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 2x4 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. 9) Refer to girder(s) for truss to truss connections.Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T031 Truss Type ROOF TRUSS Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288506 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:25 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-POwK?je0?h4AzJ5Zn3_Q841jgdZrPK9IHZquPRyEcm0 NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 380 lb uplift at joint 28 and 434 lb uplift at joint 15. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-150, 4-14=-180(F=-30), 15-28=-20 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T052 Truss Type ROOF TRUSS Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288507 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:28 2022 Page 1 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-pzbTdlgvIcSlqnq8SBY7mjfE1qbMci9kzX3Y?myEclz Scale = 1:45.7 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 2x4 4x4 2x4 4x6 2x4 4x6 10x12 3x4 6x8 4x8 2x4 4x8 2x4 4x8 2x4 6x8 7x8 6x8 2x4 6x8 4-7-8 4-7-8 8-11-8 4-4-0 11-10-3 2-10-11 14-8-13 2-10-11 17-7-8 2-10-11 20-6-3 2-10-11 23-4-13 2-10-11 26-7-0 3-2-3 4-7-8 4-7-8 8-11-8 4-4-0 11-10-3 2-10-11 14-8-13 2-10-11 17-7-8 2-10-11 20-6-3 2-10-11 23-4-13 2-10-11 26-7-0 3-2-3 6-4-41-5-141-5-146-4-4Plate Offsets (X,Y)-- [4:0-5-8,0-2-12], [8:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 15.0 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 0.73 0.89 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.86 0.06 0.32 (loc) 17-18 17-18 11 17-18 l/defl >595 >366 n/a >987 L/d 360 240 n/a 240 PLATES MT20 Weight: 811 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 19-20: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-20,3-18,4-19: 2x4 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 10-0-0 oc bracing. REACTIONS. (size)20=0-4-0, 11=Mechanical Max Horz 20=255(LC 8) Max Uplift 20=-896(LC 4), 11=-555(LC 5) Max Grav 20=3968(LC 1), 11=2442(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4073/946, 1-2=-2709/604, 4-18=-1372/401, 3-4=-518/146, 4-5=-22819/5140, 5-6=-17519/3838, 6-7=-17519/3838, 7-8=-10892/2439, 8-9=-10892/2439, 9-10=-427/98, 10-11=-281/85 BOT CHORD 19-20=-256/226, 18-19=-4979/22136, 17-18=-4541/20810, 16-17=-4541/20810, 15-16=-3376/15208, 13-15=-3376/15208, 12-13=-1400/6194, 11-12=-1400/6194 WEBS 1-19=-995/4458, 2-19=-330/1585, 2-4=-3920/926, 4-19=-19795/4368, 5-18=-667/2311, 5-17=-308/1559, 5-16=-3628/1002, 7-16=-662/2498, 7-15=-19/283, 7-13=-4583/994, 9-13=-1104/4988, 9-11=-6091/1375 NOTES- 1) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 896 lb uplift at joint 20 and 555 lb uplift at joint 11.Continued on page 2 This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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 3128249 Truss T052 Truss Type ROOF TRUSS Qty 1 Ply 4 Duval - Goldwasser Res-Floor Job Reference (optional) T29288507 8.530 s Aug 11 2022 MiTek Industries, Inc. Mon Nov 28 15:11:28 2022 Page 2 Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ID:mZWdGdUFID?anyXlu7lXBByvavC-pzbTdlgvIcSlqnq8SBY7mjfE1qbMci9kzX3Y?myEclz NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1535 lb down and 358 lb up at 8-10-0 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=-287(F=-177), 4-10=-110, 11-20=-20 Concentrated Loads (lb) Vert: 18=-1458(F) This item has been electronically signed and sealed by Lee, Julius, 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 29,2022 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