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HomeMy WebLinkAboutTRUSS T26352041.J43412_Permit_Eng6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J43412 - Gonzalez Res Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 15 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 55.0 psf Site Information: Lot/Block: . Customer Info: Mel-Ry Construction Project Name: Gonzalez Res Model: . Subdivision: . Address: 151 Nettles , . State: FLCity: PSL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: December 23,2021 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, 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 T26352041 FG01 Date 12/23/212T26352042FG0212/23/213T26352043FG0312/23/214T26352044FL0112/23/215T26352045FL0212/23/216T26352046FL0312/23/217T26352047FL0412/23/218T26352048FL0512/23/219T26352049FL0612/23/2110T26352050FL0712/23/2111T26352051FL0812/23/2112T26352052FL0912/23/2113T26352053FL1012/23/2114T26352054FL1112/23/2115T26352055FL1212/23/21 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 J43412 Truss FG01 Truss Type FLOOR GIRDER Qty 1 Ply 2 Gonzalez Res Job Reference (optional) T26352041 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:47 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-SczzEMWUgv7Gm99CRQSWbWNbbHfwTG4dmC8OAMy6flQ Scale = 1:20.7 1 2 3 4 5 6 7 12 11 10 9 8131415161718 3x8 3x8 4x8 4x8 4x12 1x4 4x4 6x8 1x4 4x4 1x4 4x12 Special Special Special Special Special Special 12-10-2 12-10-2 1-9-8 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-3-12,0-1-8], [7:0-3-12,0-1-8], [8:0-4-0,0-1-2], [9:0-2-12,0-2-0], [10:0-4-0,0-4-4], [11:0-5-12,0-2-0], [12:0-4-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 53.3 13.3 0.0 6.7 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 0.95 0.74 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.28 0.03 (loc) 10 10 8 l/defl >708 >521 n/a L/d 360 240 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 1-12,7-8: 2x8 SP No.3, 1-11,7-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=Mechanical, 8=Mechanical Max Grav 12=3354(LC 1), 8=3655(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2750/0, 7-8=-2712/0, 1-2=-6467/0, 2-3=-6467/0, 3-4=-11100/0, 4-5=-11100/0, 5-6=-6425/0, 6-7=-6425/0 BOT CHORD 11-12=0/760, 10-11=0/9331, 9-10=0/9308, 8-9=0/806 WEBS 1-11=0/6207, 3-11=-3195/0, 3-10=0/1973, 5-10=0/1999, 5-9=-3216/0, 7-9=0/6112 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 869 lb down at 1-10-12, 869 lb down at 3-9-0, 869 lb down at 5-9-0, 869 lb down at 7-9-0, and 869 lb down at 9-9-0, and 869 lb down at 11-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 8-12=-13, 1-7=-133 Concentrated Loads (lb) Vert: 13=-869(F) 14=-869(F) 15=-869(F) 16=-869(F) 17=-869(F) 18=-869(F) "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. December 23,2021 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 J43412 Truss FG02 Truss Type Floor Girder Qty 1 Ply 2 Gonzalez Res Job Reference (optional) T26352042 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:48 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-woXLSiX6RDF7OJkO?7zl7jvnShxBCmhm_suxioy6flP Scale = 1:33.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 4x4 4x10 M18SHS 5x12 2x4 4x8 3x8 6x16 2x4 3x4 1x4 1x4 3x4 3x6 3x4 3x4 4x10 1x4 Special 3-5-8 3-5-8 6-3-2 2-9-10 20-2-0 13-10-14 2-6-10 2-6-0 1-6-6 2-0-0 3-0-10 3-0-10 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-5-0,0-2-4], [7:0-1-12,0-1-8], [11:0-2-4,0-2-0], [16:0-6-2,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.87 0.99 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.74 0.08 (loc) 13-15 13-15 10 l/defl >433 >317 n/a L/d 360 240 n/a PLATES MT20 M18SHS Weight: 199 lb FT = 20% GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-5: 2x4 SP No.1 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 1-17,9-10,2-16: 2x8 SP No.3, 3-16: 2x6 SP No.3, 9-11: 2x4 SP No.2 1-16: 2x6 SP SS BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)17=Mechanical, 10=Mechanical Max Grav 17=4468(LC 1), 10=1693(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-4066/0, 9-10=-1587/0, 1-2=-11886/0, 2-3=-11886/0, 3-4=-12193/0, 4-6=-9252/0, 6-7=-9252/0, 7-8=-4790/0, 8-9=-4790/0 BOT CHORD 16-17=0/479, 15-16=0/12193, 13-15=0/11091, 12-13=0/9252, 11-12=0/9252, 10-11=0/303 WEBS 6-13=0/824, 7-12=0/559, 3-16=-325/406, 3-15=-254/0, 4-15=0/1462, 4-13=-2475/0, 9-11=0/4681, 7-11=-4705/0, 1-16=0/12012 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 14 = 20%, joint 5 = 20% 6) Refer to girder(s) for truss to truss connections. 7) Girder carries tie-in span(s): 6-6-0 from 0-0-0 to 3-4-0 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3645 lb down at 3-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-17=-126(F=-116), 10-16=-10, 1-9=-100 Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. December 23,2021 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 J43412 Truss FG02 Truss Type Floor Girder Qty 1 Ply 2 Gonzalez Res Job Reference (optional) T26352042 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:48 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-woXLSiX6RDF7OJkO?7zl7jvnShxBCmhm_suxioy6flP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-3645(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 J43412 Truss FG03 Truss Type Floor Girder Qty 1 Ply 2 Gonzalez Res Job Reference (optional) T26352043 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:49 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-O_4jf2XkCWO_0TJbYrU_gxS1f5N4xBvwDWdUEFy6flO Scale = 1:33.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 3x4 4x10 3x4 4x6 3x4 6x18 2x4 2x4 4x12 5x8 3x8 3x8 1x4 3x4 3x8 1x4 Special 3-5-8 3-5-8 9-2-0 5-8-8 20-2-0 11-0-0 2-6-10 2-6-0 2-4-10 2-1-0 1-4-01-4-0Plate Offsets (X,Y)-- [1:0-4-4,0-1-12], [3:0-2-0,0-2-0], [4:0-4-4,0-1-12], [9:0-2-4,0-2-0], [15:0-2-8,0-1-8], [16:0-4-14,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.63 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.12 -0.01 (loc) 15-16 15-16 10 l/defl >999 >855 n/a L/d 360 240 n/a PLATES MT20 Weight: 206 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17,9-10,2-16: 2x8 SP No.3, 4-13,3-16: 2x6 SP No.3 1-16: 2x6 SP No.2, 4-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)17=Mechanical, 10=Mechanical, 13=0-8-0 Max Uplift 10=-70(LC 3) Max Grav 17=2663(LC 3), 10=334(LC 4), 13=2954(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2351/0, 9-10=-316/74, 1-2=-6680/0, 2-3=-6680/0, 3-4=-2564/0, 4-5=0/1509, 5-7=0/1509, 7-8=-536/283, 8-9=-536/283 BOT CHORD 16-17=0/333, 15-16=0/2564, 13-15=-2543/0, 12-13=-2543/0, 11-12=-811/163 WEBS 4-13=-2790/0, 1-16=0/6683, 3-16=0/4565, 3-15=-1795/0, 4-15=0/5065, 9-11=-298/503, 8-11=-277/0, 7-11=0/568, 7-12=-1225/0, 4-12=0/1547 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 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 floor live loads have been considered for this design. 4) The Fabrication Tolerance at joint 14 = 20%, joint 6 = 20% 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 10. 7) Girder carries tie-in span(s): 6-6-0 from 0-0-0 to 3-5-8 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. 9) CAUTION, Do not erect truss backwards. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3344 lb down at 3-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-17=-126(F=-116), 10-16=-10, 1-9=-100 Continued on page 2 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. December 23,2021 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 J43412 Truss FG03 Truss Type Floor Girder Qty 1 Ply 2 Gonzalez Res Job Reference (optional) T26352043 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:49 2021 Page 2 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-O_4jf2XkCWO_0TJbYrU_gxS1f5N4xBvwDWdUEFy6flO LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 16=-3344(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 J43412 Truss FL01 Truss Type Floor Qty 2 Ply 1 Gonzalez Res Job Reference (optional) T26352044 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:50 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-sBe5tOYMzqWrddun6Y?DD8?9WVrUgqU3SAN2mhy6flN Scale = 1:6.9 1 2 3 4 5 7 6 3x3 3x6 3x6 3x3 3x3 6x6 0-6-8 0-6-8 3-1-7 2-6-15 3-4-15 0-3-8 2-0-15 0-6-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.71 0.05 0.00 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: 23 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 5=0-3-0 Max Grav 1=159(LC 1), 5=164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2021 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 J43412 Truss FL02 Truss Type Floor Qty 2 Ply 1 Gonzalez Res Job Reference (optional) T26352045 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:50 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-sBe5tOYMzqWrddun6Y?DD8?FhVpugnV3SAN2mhy6flN Scale = 1:13.0 1 2 3 4 5 6 7 8 12 11 10 9 3x3 3x3 3x3 3x3 3x6 6x6 1x4 3x3 1x4 3x6 6x6 0-6-8 0-6-8 6-3-15 5-9-7 6-7-7 0-3-8 1-3-2 0-6-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.38 0.15 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 12 12 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 42 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)1=0-3-0, 8=0-3-0 Max Grav 1=335(LC 1), 8=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-421/0, 4-5=-421/0, 5-6=-327/0, 6-8=-330/0 BOT CHORD 10-11=0/436 WEBS 2-11=0/537, 4-11=-297/0, 8-10=0/417 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2021 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 J43412 Truss FL03 Truss Type Floor Qty 2 Ply 1 Gonzalez Res Job Reference (optional) T26352046 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:51 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-KNCT4kZ_k8eiFmTzgGWSlMXJzu6dP8VChq6bJ7y6flM Scale = 1:17.0 1 2 3 4 5 6 7 8 12 11 10 9 3x3 3x3 3x3 3x3 3x8 6x6 1x4 3x3 1x4 3x6 6x6 0-6-8 0-6-8 9-9-8 9-3-0 10-1-0 0-3-8 2-1-8 0-6-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.79 0.37 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 -0.01 (loc) 11 10-11 8 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 57 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) *Except* 1-8: 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 8=0-3-0 Max Grav 1=525(LC 1), 8=532(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-992/0, 4-5=-992/0, 5-6=-816/0, 6-8=-820/0 BOT CHORD 10-11=0/1065 WEBS 2-11=0/1107, 4-11=-414/0, 5-10=-284/0, 8-10=0/911 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2021 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 J43412 Truss FL04 Truss Type Floor Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352047 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:51 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-KNCT4kZ_k8eiFmTzgGWSlMXQUu5iP7hChq6bJ7y6flM Scale = 1:23.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 3x3 3x3 3x3 3x3 3x6 6x6 3x8 6x6 1x4 3x4 1x4 3x8 3x6 0-6-8 0-6-8 2-6-9 2-0-1 13-3-1 10-8-8 13-6-9 0-3-8 1-7-9 2-7-0 2-6-0 0-6-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.38 0.43 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.09 -0.01 (loc) 11-12 11-12 9 l/defl >999 >999 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, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (size)1=0-3-0, 13=0-8-0, 9=0-3-0 Max Uplift 1=-122(LC 4) Max Grav 1=11(LC 3), 13=994(LC 1), 9=545(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=0/412, 4-5=-805/0, 5-6=-805/0, 6-7=-940/0, 7-9=-945/0 BOT CHORD 12-13=-412/0, 11-12=0/1136 WEBS 4-13=-717/0, 2-13=-482/0, 9-11=0/1022, 7-11=-264/0, 6-12=-405/0, 5-12=-279/0, 4-12=0/1217 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 1. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. December 23,2021 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 J43412 Truss FL05 Truss Type Floor Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352048 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:52 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-oZmsH4adVRmZtw29Ez1hIZ4YrITN8a1MvUs8ray6flL Scale = 1:29.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 3x3 3x3 3x3 3x3 3x3 3x10 3x6 6x6 1x4 3x6 6x6 1x4 3x4 3x8 1x4 0-6-8 0-6-8 6-0-2 5-5-10 16-8-10 10-8-8 17-0-2 0-3-8 2-6-0 2-5-10 2-7-0 0-6-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.53 0.27 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.01 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 92 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.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=0-3-0, 14=0-8-0, 10=0-3-0 Max Uplift 1=-38(LC 4) Max Grav 1=201(LC 3), 14=1217(LC 1), 10=512(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-596/162, 6-7=-596/162, 7-8=-870/0, 8-10=-874/0 BOT CHORD 14-15=-901/0, 13-14=-898/0, 12-13=0/997 WEBS 5-14=-1186/0, 4-15=-361/0, 5-15=0/918, 10-12=0/945, 8-12=-267/0, 7-13=-544/0, 6-13=-275/0, 5-13=0/1340 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 1. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. December 23,2021 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 J43412 Truss FL06 Truss Type Floor Qty 3 Ply 1 Gonzalez Res Job Reference (optional) T26352049 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:53 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-GlKEVQbFGluQU4dMngYwqncinioTt2MV88biN0y6flK Scale = 1:34.6 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 3x3 3x3 3x6 FP3x3 3x3 3x10 3x3 3x6 6x6 1x4 3x4 3x8 6x6 1x4 3x4 3x6 1x4 3x6 1x4 0-3-8 0-3-8 6-6-0 6-2-8 19-10-8 13-4-8 20-2-0 0-3-8 2-6-0 0-8-8 0-1-8 0-3-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.58 0.35 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.11 -0.01 (loc) 15-16 15-16 13 l/defl >999 >999 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) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. REACTIONS. (size)17=0-8-0, 1=0-3-0, 13=0-3-0 Max Uplift 1=-117(LC 4) Max Grav 17=1400(LC 1), 1=264(LC 3), 13=618(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-321/330, 3-4=-316/330, 4-5=0/1157, 5-6=0/1133, 6-7=0/1094, 7-8=-1275/0, 8-9=-1275/0, 9-11=-1099/0, 11-13=-1103/0 BOT CHORD 17-18=-839/0, 16-17=0/439, 15-16=0/1459 WEBS 1-18=-359/344, 3-18=-300/0, 4-18=0/778, 4-17=-697/0, 13-15=0/1195, 11-15=-257/0, 9-15=-398/0, 8-16=-255/0, 7-16=0/940, 7-17=-1611/0, 6-17=-330/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 1. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. December 23,2021 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 J43412 Truss FL07 Truss Type Floor Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352050 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:53 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-GlKEVQbFGluQU4dMngYwqnclfipht1SV88biN0y6flK Scale = 1:34.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 3x3 3x3 3x6 FP3x3 3x3 3x3 4x10 3x6 6x6 1x4 3x4 4x6 1x4 3x6 6x6 1x4 3x4 3x8 1x4 0-3-8 0-3-8 9-2-0 8-10-8 19-10-8 10-8-8 20-2-0 0-3-8 2-6-0 0-9-0 2-7-0 0-3-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.40 0.27 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.01 (loc) 14-15 14-15 12 l/defl >999 >999 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) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=0-8-0, 1=0-3-0, 12=0-3-0 Max Grav 16=1288(LC 1), 1=415(LC 3), 12=507(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-657/0, 3-4=-653/0, 4-5=0/474, 5-6=0/474, 6-7=-559/60, 7-8=-559/60, 8-10=-857/0, 10-12=-862/0 BOT CHORD 17-18=-165/580, 16-17=-860/0, 15-16=-814/0, 14-15=0/974 WEBS 6-16=-1282/0, 1-18=0/709, 3-18=-273/0, 4-17=-830/0, 6-17=0/706, 12-14=0/932, 10-14=-267/0, 8-15=-521/0, 7-15=-270/0, 6-15=0/1315 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. December 23,2021 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 J43412 Truss FL08 Truss Type Floor Qty 2 Ply 1 Gonzalez Res Job Reference (optional) T26352051 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:54 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-lyucimbt130H6ECYLO49N_9wO69wbUifNoLFvSy6flJ Scale = 1:34.6 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 3x3 3x3 3x6 FP3x3 3x3 3x3 4x10 3x6 6x6 1x4 3x4 4x6 1x4 3x6 6x6 1x4 3x4 3x8 1x4 0-3-8 0-3-8 9-2-0 8-10-8 19-10-8 10-8-8 20-2-0 0-3-8 2-6-0 0-9-0 2-7-0 0-3-8 0-3-8 1-4-01-1-01-1-01-4-0LOADING (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-S 0.40 0.27 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.01 (loc) 14-15 14-15 12 l/defl >999 >999 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) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)16=0-8-0, 1=0-3-0, 12=0-3-0 Max Grav 16=1288(LC 1), 1=415(LC 3), 12=507(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-657/0, 3-4=-653/0, 4-5=0/474, 5-6=0/474, 6-7=-559/60, 7-8=-559/60, 8-10=-857/0, 10-12=-862/0 BOT CHORD 17-18=-165/580, 16-17=-860/0, 15-16=-814/0, 14-15=0/974 WEBS 6-16=-1282/0, 1-18=0/709, 3-18=-273/0, 4-17=-830/0, 6-17=0/706, 12-14=0/932, 10-14=-267/0, 8-15=-521/0, 7-15=-270/0, 6-15=0/1315 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. December 23,2021 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 J43412 Truss FL09 Truss Type Floor Qty 6 Ply 1 Gonzalez Res Job Reference (optional) T26352052 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:55 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-D8S_w5cVoM88kOnkv5bOwCi3gWPGKtsocS4pSuy6flI Scale = 1:28.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x3 3x3 3x3 3x3 1x4 3x3 1x4 4x10 4x8 1x4 3x4 3x12 6x8 1x4 3x4 7-3-8 7-3-8 8-3-8 1-0-0 9-3-8 1-0-0 16-3-8 7-0-0 16-7-0 0-3-8 2-6-0 1-9-8 2-0-0 1-6-0 0-3-8 1-4-01-1-01-4-0Plate Offsets (X,Y)-- [1:Edge,0-1-8], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.65 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.21 -0.29 0.01 (loc) 13-14 13-14 9 l/defl >897 >661 n/a L/d 360 240 n/a PLATES MT20 Weight: 86 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) *Except* 8-9: 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=Mechanical, 9=0-3-0 Max Grav 15=882(LC 1), 9=882(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-873/0, 1-2=-1701/0, 2-3=-1701/0, 3-4=-2899/0, 4-5=-2899/0, 5-6=-2899/0, 6-7=-1678/0, 7-9=-1683/0 BOT CHORD 13-14=0/2588, 12-13=0/2899, 11-12=0/2595 WEBS 4-13=-253/0, 5-12=-290/0, 1-14=0/1865, 2-14=-303/0, 3-14=-981/0, 3-13=0/619, 9-11=0/1824, 6-11=-1013/0, 6-12=0/629 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. December 23,2021 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 J43412 Truss FL10 Truss Type Floor Qty 5 Ply 1 Gonzalez Res Job Reference (optional) T26352053 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:55 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-D8S_w5cVoM88kOnkv5bOwCizMWNCKwRocS4pSuy6flI Scale = 1:35.2 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 3x6 3x6 3x6 FP3x3 3x3 3x6 3x4 4x6 1x4 5x10 6x8 1x4 3x6 6x6 1x4 5x10 6x8 1x4 4x4 0-3-8 0-3-8 10-10-8 10-7-0 11-10-8 1-0-0 12-10-8 1-0-0 19-10-8 7-0-0 20-2-0 0-3-8 2-6-0 2-5-8 2-0-0 1-6-0 0-3-8 0-3-8 1-4-01-1-01-1-01-4-00-1-8Plate Offsets (X,Y)-- [1:0-3-0,Edge], [6:0-1-8,Edge], [12:0-3-0,Edge], [14:0-3-8,Edge], [15:0-3-0,Edge], [18:0-5-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.78 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.49 -0.09 (loc) 16-17 16-17 12 l/defl >646 >472 n/a L/d 360 240 n/a PLATES MT20 Weight: 131 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) *Except* 1-18,12-14: 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. REACTIONS. (size)1=0-3-0, 12=0-3-0 Max Grav 1=1063(LC 1), 12=1063(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2171/0, 3-4=-2166/0, 4-5=-4358/0, 5-6=-4358/0, 6-7=-4266/0, 7-8=-4266/0, 8-10=-2126/0, 10-12=-2131/0 BOT CHORD 17-18=0/3558, 16-17=0/4266, 15-16=0/4266, 14-15=0/3609 WEBS 6-16=-351/51, 1-18=0/2336, 4-18=-1525/0, 4-17=0/877, 5-17=-286/0, 6-17=-498/459, 12-14=0/2293, 8-14=-1624/0, 8-15=0/974 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2021 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 J43412 Truss FL11 Truss Type Floor Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352054 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:56 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-hK0M7Rd7ZgG?MYLxTp6dSPE9LvkS3L1yq6qM_Ly6flH Scale = 1:29.1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 3x3 3x3 4x10 6x8 3x6 4x6 3x6 3x6 3x6 3x6 3x6 4x6 3x6 4x12 6x8 0-3-8 0-3-8 16-8-11 16-5-3 17-3-3 0-6-8 1-11-2 0-3-8 0-6-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [1:0-3-0,Edge], [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.65 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.27 -0.03 (loc) 13-14 13-14 10 l/defl >999 >754 n/a L/d 360 240 n/a PLATES MT20 Weight: 113 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1(flat) BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) *Except* 9-12: 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)10=0-3-0, 1=0-3-0 Max Grav 10=920(LC 1), 1=926(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1529/0, 2-3=-1529/0, 3-4=-3171/0, 4-5=-3171/0, 5-6=-3305/0, 6-7=-3305/0, 7-8=-2035/0, 8-9=-2035/0 BOT CHORD 14-15=0/2493, 13-14=0/3371, 12-13=0/2714 WEBS 1-15=0/1739, 3-15=-1112/0, 3-14=0/782, 6-13=-261/0, 7-13=0/681, 7-12=-784/0, 8-12=-679/0, 9-12=0/2314 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2021 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 J43412 Truss FL12 Truss Type Floor Qty 1 Ply 1 Gonzalez Res Job Reference (optional) T26352055 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Dec 21 18:19:57 2021 Page 1 East Coast Truss, Ft. Pierce, FL - 34946, ID:H76I34ii1mM7XmdjgfH7LKy6zT_-9XZlLnelK_Oszhw70Wds?dnIdJ5noox53mZvWny6flG Scale = 1:23.2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 3x3 3x3 3x3 3x3 3x8 6x6 1x4 3x3 3x6 1x4 3x3 1x4 4x10 6x8 0-3-8 0-3-8 13-3-2 12-11-10 13-9-10 0-6-8 2-0-3 0-3-8 0-6-8 1-4-01-1-01-1-01-4-0Plate Offsets (X,Y)-- [9:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 10.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.58 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.17 -0.02 (loc) 12-13 12-13 10 l/defl >999 >935 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) *Except* 1-10: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-0, 1=0-3-0 Max Grav 10=730(LC 1), 1=736(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1155/0, 3-4=-1151/0, 4-5=-2070/0, 5-6=-2070/0, 6-7=-1465/0, 7-9=-1465/0 BOT CHORD 13-14=0/1788, 12-13=0/1898 WEBS 1-14=0/1297, 4-14=-737/0, 4-13=0/326, 6-12=-501/0, 7-12=-476/0, 9-12=0/1651 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. December 23,2021 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