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HomeMy WebLinkAboutDeferred Submittal, 1540 Truss Engineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J41251 - Vela Res Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 170 mph Roof Load: 55.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 7 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: Balfoort Contracting Project Name: Vela Res Model: Addition Subdivision: Harbour Ridge Address: 1540 NW Buttonbush Cir, - State: FLCity: Palm City Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: February 26,2021 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 East Coast Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T22993945 A01 Date 2/26/212T22993946A02G2/26/213T22993947ZCJ12/26/214T22993948ZCJ32/26/215T22993949ZCJ52/26/216T22993950ZEJ72/26/217T22993951ZHJ72/26/21 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 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 J41251 Truss A01 Truss Type Common Qty 3 Ply 1 Vela Res Job Reference (optional) T22993945 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:44 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-ADG3jwGcIvNRswGEebKtu0phvGkN3xCkMZxjlmzhdMv Scale = 1:28.8 1 2 3 4 5 10 9 8 7 63x4 4x6 3x4 3x4 4x6 4x6 3x8 2x4 3x8 2x4 2-0-0 2-0-0 2-4-0 0-4-0 6-5-13 4-1-13 8-9-0 2-3-3 11-0-3 2-3-3 15-2-0 4-1-13 15-6-0 0-4-0 17-6-0 2-0-0 6-5-13 6-5-13 8-9-0 2-3-3 11-0-3 2-3-3 17-6-0 6-5-13 0-3-133-11-130-3-135.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.57 0.19 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10,4-6: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)10=0-8-0, 6=0-8-0 Max Horz 10=112(LC 7) Max Uplift 10=-596(LC 8), 6=-475(LC 8) Max Grav 10=963(LC 1), 6=963(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/328, 3-4=-719/345 BOT CHORD 7-9=-180/588 WEBS 2-9=-220/579, 2-10=-927/600, 4-7=-135/579, 4-6=-927/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.0psf; h=15ft; B=21ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 10=596, 6=475. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. MWFRS PER EOR 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. February 26,2021 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 J41251 Truss A02G Truss Type Hip Girder Qty 2 Ply 1 Vela Res Job Reference (optional) T22993946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:45 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-ePqRxGGE3DVIU4rQCJr6QEMu7f3YoMBubDgGHCzhdMu Scale = 1:29.3 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 3x4 4x8 4x4 3x4 3x4 4x4 3x8 4x8 3x8 3x6 2x4 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 10-6-0 3-6-0 15-2-0 4-8-0 15-6-0 0-4-0 17-6-0 2-0-0 3-9-14 3-9-14 7-0-0 3-2-2 10-6-0 3-6-0 13-8-2 3-2-2 17-6-0 3-9-14 0-3-133-3-10-3-133-3-15.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.41 0.25 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 0.01 (loc) 8-10 8-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 85 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-11,5-7: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 7-7-5 oc bracing: 8-10. REACTIONS. (size)11=0-8-0, 7=0-8-0 Max Horz 11=90(LC 7) Max Uplift 11=-835(LC 8), 7=-712(LC 8) Max Grav 11=1186(LC 39), 7=1183(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1286/788, 3-4=-1126/790, 4-5=-1287/802 BOT CHORD 8-10=-602/1160 WEBS 2-10=-732/1181, 4-8=-250/205, 5-8=-716/1181, 2-11=-1084/809, 5-7=-1079/737 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.0psf; h=15ft; B=21ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 11=835, 7=712. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 283 lb up at 7-0-0, and 150 lb down and 157 lb up at 8-9-0, and 227 lb down and 283 lb up at 10-6-0 on top chord, and 302 lb down and 189 lb up at 7-0-0, and 42 lb down at 8-9-0, and 302 lb down and 189 lb up at 10-5-4 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-90, 4-6=-90, 12-15=-20 Continued on page 2 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. February 26,2021 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 J41251 Truss A02G Truss Type Hip Girder Qty 2 Ply 1 Vela Res Job Reference (optional) T22993946 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:45 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-ePqRxGGE3DVIU4rQCJr6QEMu7f3YoMBubDgGHCzhdMu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-100(F) 4=-100(F) 10=92(F) 8=92(F) 19=-69(F) 21=-10(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 J41251 Truss ZCJ1 Truss Type Jack-Open Qty 8 Ply 1 Vela Res Job Reference (optional) T22993947 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:46 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-7bOq8cHtqXd96DQcm0MLzRv8_3RHXuw1qtQqpezhdMt Scale = 1:6.4 1 2 3 2x3 0-11-4 0-11-4 0-11-4 0-11-4 0-7-140-3-40-8-120-4-50-4-50-8-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.08 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=114(LC 1), 3=115(LC 8) Max Uplift 3=-92(LC 8) Max Grav 3=103(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.0psf; h=15ft; B=21ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. This item has been electronically signed and sealed by 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. February 26,2021 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 J41251 Truss ZCJ3 Truss Type JACK-OPEN Qty 8 Ply 1 Vela Res Job Reference (optional) T22993948 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:46 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-7bOq8cHtqXd96DQcm0MLzRv2?3LoXto1qtQqpezhdMt Scale = 1:10.6 1 2 5 3 42x3 2x3 2x3 2-8-0 2-8-0 2-11-4 0-3-4 2-11-4 2-11-4 0-3-131-6-121-2-51-6-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-MP 0.46 0.51 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.03 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=84(LC 8) Max Uplift 3=-247(LC 1), 4=-279(LC 1), 5=-649(LC 8) Max Grav 3=176(LC 8), 4=212(LC 8), 5=844(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-445/337 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.0psf; h=15ft; B=21ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3=247, 4=279, 5=649.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. February 26,2021 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 J41251 Truss ZCJ5 Truss Type JACK-OPEN Qty 8 Ply 1 Vela Res Job Reference (optional) T22993949 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:47 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-boyCLyIVbql0jN?pJktaVfRCRThjGLIB2X9NM5zhdMs Scale = 1:14.7 1 2 5 3 4 2x3 2x3 2x3 2-0-0 2-0-0 2-4-0 0-4-0 4-11-4 2-7-4 4-11-4 4-11-4 0-3-132-4-120-4-72-0-52-4-125.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.55 0.47 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.05 (loc) 4-5 4-5 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.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=142(LC 8) Max Uplift 3=-53(LC 8), 4=-26(LC 1), 5=-350(LC 8) Max Grav 3=63(LC 13), 4=31(LC 8), 5=516(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-350/263 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.0psf; h=15ft; B=21ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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, 4 except (jt=lb) 5=350. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. February 26,2021 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 J41251 Truss ZEJ7 Truss Type JACK-OPEN Qty 6 Ply 1 Vela Res Job Reference (optional) T22993950 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:47 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-boyCLyIVbql0jN?pJktaVfR9nTj7GKyB2X9NM5zhdMs Scale = 1:21.1 1 2 5 3 4 2x3 2x3 2x3 2-0-0 2-0-0 2-1-12 0-1-12 7-0-0 4-10-4 7-0-0 7-0-0 0-3-133-3-12-10-103-3-15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-AS 0.72 0.38 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=202(LC 8) Max Uplift 3=-141(LC 8), 5=-353(LC 8) Max Grav 3=159(LC 13), 4=69(LC 3), 5=576(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-469/364 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.0psf; h=15ft; B=21ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 3=141, 5=353. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 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. February 26,2021 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 J41251 Truss ZHJ7 Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 Vela Res Job Reference (optional) T22993951 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:49 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-XA4ymeKl7S?kzh8BR9v2b4WR6HHykC_UWreUQzzhdMq Scale = 1:21.3 1 2 3 8 7 6 12 13 4 14 15 16 5 2x4 2x4 2x3 3x6 2x3 3x4 3x4 2-8-9 2-8-9 3-2-4 0-5-10 6-5-1 3-2-14 9-10-1 3-5-0 5-2-9 5-2-9 6-5-1 1-2-9 9-10-1 3-5-0 0-3-103-2-132-10-123-2-133.54 12 Plate Offsets (X,Y)-- [1:Edge,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.33 1.33 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.99 0.80 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 0.05 -0.01 (loc) 7-8 7-8 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 8=0-11-5 Max Horz 8=201(LC 8) Max Uplift 4=-91(LC 8), 5=-174(LC 17), 8=-918(LC 8) Max Grav 4=158(LC 17), 5=256(LC 26), 8=1187(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-490/858, 2-3=-665/545 BOT CHORD 1-8=-802/514, 7-8=-802/312, 6-7=-394/437 WEBS 2-8=-833/568, 3-6=-516/465, 3-7=-428/217, 2-7=-472/749 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.3psf; BCDL=3.0psf; h=15ft; B=21ft; L=18ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 4 except (jt=lb) 5=174, 8=918. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 262 lb down and 374 lb up at 4-2-15, 262 lb down and 374 lb up at 4-2-15, and 132 lb down and 60 lb up at 7-0-14, and 132 lb down and 60 lb up at 7-0-14 on top chord, and 74 lb down and 106 lb up at 1-4-15, 74 lb down and 106 lb up at 1-4-15, 211 lb down and 308 lb up at 4-2-15, 211 lb down and 308 lb up at 4-2-15, and 23 lb down and 55 lb up at 7-0-14, and 23 lb down and 55 lb up at 7-0-14 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 5-9=-20 Continued on page 2 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. February 26,2021 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 J41251 Truss ZHJ7 Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 Vela Res Job Reference (optional) T22993951 8.430 s Feb 12 2021 MiTek Industries, Inc. Thu Feb 25 10:26:49 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:UNRttWDPkiO1zMjK_HDy8NzkDfw-XA4ymeKl7S?kzh8BR9v2b4WR6HHykC_UWreUQzzhdMq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=308(F=154, B=154) 14=-149(F=-74, B=-74) 15=312(F=156, B=156) 16=58(F=29, B=29) 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