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1770 Maritime Oak ACC21-0018 Truss Drawings RevisionDESCRIPTION ACCOUNT QTY PAID PermitTRAK $105.00 ACC21-0018 Address: 1770 MARITIME OAK DR APN: 169505 1830 $105.00 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING FRAMING ROUGH 09/07/2021 RBE $55.00 BUILDING FRAMING ROUGH 09/07/2021 RBE 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R17249 $105.00 Printed: Tuesday, September 21, 2021 11:00 AM Date Paid: Tuesday, September 21, 2021 Paid By: SOUTHERN CONCEPTS CONTRACTING Pay Method: CREDIT CARD 515178037 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17249 T0 1 T0 2 HJ 0 1 H J 01 E J 0 1 E J 0 1 C J 0 1 CJ 0 1 E J 0 1 E J 0 1 C J 0 1 CJ 0 1 T0 1 T0 2HJ01HJ01 E J 0 1 E J 0 1 C J 0 1 CJ 0 1 E J 0 1 E J 0 1 C J 0 1 CJ 0 1 1 2 - 0 3 - 0 0 12-03-00 12 - 0 3 - 0 0 12 - 0 3 - 0 0 4 - 0 0 - 0 0 4 - 0 0 - 0 0 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2565013 - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 130 mph Roof Load: 32.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 5 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: Southern Concepts Project Name: 2565013 Model: Cabana Subdivision: . Address: Maritime Oaks Dr., . 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: May 22,2021 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource-Jacksonville. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 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 T24042331 CJ01 Date 5/22/212 T24042332 EJ01 5/22/213 T24042333 HJ01 5/22/214 T24042334 T01 5/22/215 T24042335 T02 5/22/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2565013 Truss CJ01 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) T24042331 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 15:08:48 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:AuCl3?PjF7o2GXqskt3QONzEzt7-lPjcgbu3VmeZMaiqSBkrqxmKB?GdpMw6jGs5RLzEuyj Scale: 1"=1' 1 2 8 3 4 4x4 ST1.5x8 STP -2-0-0 2-0-0 2-0-0 2-0-0 0- 4 - 3 1- 4 - 3 1- 0 - 1 0- 1 1 - 8 0- 4 - 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 7 7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-29(LC 12), 2=-175(LC 12), 4=-11(LC 1) Max Grav 3=18(LC 19), 2=233(LC 1), 4=24(LC 16) 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=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 1-11-14 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=175. May 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2565013 Truss EJ01 Truss Type Jack-Partial Qty 8 Ply 1 Job Reference (optional) T24042332 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 15:08:48 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:AuCl3?PjF7o2GXqskt3QONzEzt7-lPjcgbu3VmeZMaiqSBkrqxmKB?EIpMw6jGs5RLzEuyj Scale = 1:17.0 1 2 8 9 3 4 3x4 ST1.5x8 STP -2-0-0 2-0-0 4-0-0 4-0-0 0- 4 - 3 2- 4 - 3 1- 6 - 1 1- 1 1 - 8 0- 1 0 - 2 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.51 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.00 (loc) 4-7 4-7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=177(LC 12) Max Uplift 3=-100(LC 12), 2=-179(LC 12), 4=-2(LC 12) Max Grav 3=77(LC 1), 2=267(LC 1), 4=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 3-11-4 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=179. May 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2565013 Truss HJ01 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T24042333 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 15:08:51 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:AuCl3?PjF7o2GXqskt3QONzEzt7-A_OkIdwxoh18D1QP7JIYSaOpeCGU0icYPE5l2gzEuyg Scale = 1:16.6 1 2 3 6 10 4 11 5 3x4 3x4 2x4 NAILED NAILED NAILED NAILED -2-9-15 2-9-15 2-11-9 2-11-9 5-6-6 2-6-13 0- 4 - 3 2- 3 - 1 0 1- 5 - 9 0- 9 - 1 3 0- 1 0 - 1 4.24 12 2.12 12 Plate Offsets (X,Y)-- [2:0-2-1,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.69 0.24 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.00 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-9-5, 5=Mechanical Max Horz 2=204(LC 4) Max Uplift 4=-96(LC 4), 2=-376(LC 4), 5=-23(LC 8) Max Grav 4=81(LC 19), 2=371(LC 1), 5=118(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/139 BOT CHORD 2-6=-197/385 WEBS 3-6=-375/192 NOTES- 1) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=101mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=376. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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: 1-4=-54, 5-7=-10 May 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2565013 Truss T01 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T24042334 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 15:08:52 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:AuCl3?PjF7o2GXqskt3QONzEzt7-eAy6VzxZZ?9?rB?bh0pn?nw?3cX9l8LieuqJa6zEuyf Scale = 1:27.3 1 2 3 4 5 6 8 7 15 16 4x8 ST1.5x8 STP ST1.5x8 STP 4x4 3x4 4x6 4x8 3x4 Special Special Special Special Special Special 4-1-8 4-1-8 8-1-8 4-0-0 12-3-0 4-1-8 -2-0-0 2-0-0 4-0-0 4-0-0 8-3-0 4-3-0 12-3-0 4-0-0 14-3-0 2-0-0 0- 4 - 3 2- 4 - 3 0- 4 - 3 0- 1 0 - 8 1- 5 - 1 1 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-2-7,0-0-9], [3:0-5-8,0-2-0], [5:0-2-3,0-0-9], [7:0-4-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.59 0.53 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.12 -0.08 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing. REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=-82(LC 9) Max Uplift 2=-537(LC 8), 5=-537(LC 9) Max Grav 2=614(LC 1), 5=614(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1339/1205, 3-4=-1179/1103, 4-5=-1337/1188 BOT CHORD 2-8=-1044/1187, 7-8=-1044/1201, 5-7=-1018/1174 WEBS 3-8=-250/442, 4-7=-248/446 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=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=537, 5=537. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 179 lb up at 4-0-0, and 83 lb down and 165 lb up at 6-0-12, and 75 lb down and 179 lb up at 8-3-0 on top chord, and 160 lb down and 48 lb up at 4-1-8, and 48 lb down and 23 lb up at 6-0-12, and 160 lb down and 48 lb up at 8-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 8-9=-10, 7-8=-10, 7-12=-10 Continued on page 2 May 22,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2565013 Truss T01 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T24042334 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 15:08:52 2021 Page 2 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:AuCl3?PjF7o2GXqskt3QONzEzt7-eAy6VzxZZ?9?rB?bh0pn?nw?3cX9l8LieuqJa6zEuyf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-28(F) 4=-28(F) 8=-50(F) 7=-50(F) 15=-46(F) 16=-19(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2565013 Truss T02 Truss Type Scissor Qty 2 Ply 1 Job Reference (optional) T24042335 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 15:08:53 2021 Page 1 Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, ID:AuCl3?PjF7o2GXqskt3QONzEzt7-6MWVjJyBKJHsTLanFkK0X?TBx0wIUbgrsYas6ZzEuye Scale = 1:26.9 1 2 3 4 5 6 13 14 15 16 3x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x4 4x6 6-1-8 6-1-8 12-3-0 6-1-8 -2-0-0 2-0-0 6-1-8 6-1-8 12-3-0 6-1-8 14-3-0 2-0-0 0- 4 - 3 3- 4 - 1 5 0- 4 - 3 1- 4 - 8 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.51 0.28 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.07 0.03 (loc) 6-9 6-12 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. REACTIONS. (size) 2=0-7-10, 4=0-7-10 Max Horz 2=-110(LC 13) Max Uplift 2=-337(LC 12), 4=-337(LC 13) Max Grav 2=504(LC 1), 4=504(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-834/631, 3-4=-834/612 BOT CHORD 2-6=-345/708, 4-6=-349/708 WEBS 3-6=-159/418 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=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-13 to 0-11-3, Interior(1) 0-11-3 to 6-1-8, Exterior(2R) 6-1-8 to 9-1-8, Interior(1) 9-1-8 to 14-3-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=337, 4=337. May 22,2021 P R O D U C T C O D E A P P R O V A L S LATERAL BRACING LOCATIO N Indicates locatio n w h e r e b e a r i n g s (supports) occur . I c o n s v a r y b u t reaction section i n d i c a t e s j o i n t number where b e a r i n g s o c c u r . Min size shown i s f o r c r u s h i n g o n l y . Indicated by sym b o l s h o w n a n d / o r by text in the bra c i n g s e c t i o n o f t h e output. Use T or I b r a c i n g if indicated.The first dimen s i o n i s t h e p l a t e width measure d p e r p e n d i c u l a r to slots. Secon d d i m e n s i o n i s the length paral l e l t o s l o t s . Center plate on j o i n t u n l e s s x , y offsets are indic a t e d . Dimensions are i n f t - i n - s i x t e e n t h s . Apply plates to b o t h s i d e s o f t r u s s and fully embed t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 edge of truss.fro m o u t s i d e "16/1 -0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S BEARING 4 x 4 PLATE SIZE This symbol indi c a t e s t h e required directio n o f s l o t s i n connector plate s . "16/1For 4 x 2 orient a t i o n , l o c a t e plates 0- 1"4/3 PLATE LOCATION AND ORIE N T A T I O N Symbols N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s *Plate location details available in M i T e k 2 0 / 2 0 software or upon request.Industry Standards:ANSI/TPI1: National Design Specific a t i o n f o r M e t a l Plate Connected Wood T r u s s C o n s t r u c t i o n . DSB-89: Design Standard for Bra c i n g . BCSI: Building Component Saf e t y I n f o r m a t i o n , Guide to Good Practice f o r H a n d l i n g , Installing & Bracing of M e t a l P l a t e Connected Wood Trusse s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s