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HomeMy WebLinkAboutT21637932.J40443_Final_10-20-2020, deferred submittal6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: J40443 - King Patio & Carport Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 10 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: Gale Construction Project Name: King Patio & Carport Model: Custom Subdivision: Address: 7273 S Indian River Drive State: FloridaCity: Ft. Pierce Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: October 20,2020 Velez, Joaquin The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin 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 T21637932 A01 Date 10/20/202T21637933A0210/20/203T21637934A03G10/20/204T21637935V610/20/205T21637936V1010/20/206T21637937V1410/20/207T21637938ZCJ110/20/208T21637939ZCJ310/20/209T21637940ZEJ510/20/2010T21637941ZHJ710/20/20 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 J40443 Truss A01 Truss Type COMMON Qty 12 Ply 1 King Patio & Carport Job Reference (optional) T21637932 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:46 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-SdbH2JAYcH5vZjOikM_nDQpkeMMO2PuD5Yr73ayRVu7 Scale = 1:34.0 1 2 3 4 5 6 1x4 1x4 3x6 5x5 4x6 3x6 8-0-0 8-0-0 16-0-0 8-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 16-0-0 8-0-0 18-0-0 2-0-0 0-6-83-10-80-6-85.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-8], [5:0-2-4,0-0-8], [6:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.91 0.66 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.17 -0.03 (loc) 6-11 6-14 2 l/defl >715 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 67 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing. REACTIONS. (size)2=0-8-0, 4=0-8-0 Max Horz 2=150(LC 7) Max Uplift 2=-1064(LC 8), 4=-1064(LC 8) Max Grav 2=864(LC 1), 4=864(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1055/1239, 3-4=-1055/1239 BOT CHORD 2-6=-903/871, 4-6=-903/871 WEBS 3-6=-380/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1064, 4=1064. October 20,2020 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 J40443 Truss A02 Truss Type HIP Qty 2 Ply 1 King Patio & Carport Job Reference (optional) T21637933 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:47 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-wp9fFeAANaDmAtzuI3V0ldLxXmlgntBNKCagb1yRVu6 Scale = 1:34.6 1 2 3 4 5 6 9 8 7 1x4 4x8 4x6 1x4 3x4 3x6 1x4 3x4 3x6 7-0-0 7-0-0 9-0-0 2-0-0 16-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 9-0-0 2-0-0 16-0-0 7-0-0 18-0-0 2-0-0 0-6-83-5-80-6-83-5-85.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-8], [3:0-5-4,0-2-0], [6:0-2-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.77 0.47 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.13 -0.02 (loc) 9-17 9-17 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 75 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. REACTIONS. (size)5=0-8-0, 2=0-8-0 Max Horz 2=135(LC 7) Max Uplift 5=-1064(LC 8), 2=-1064(LC 8) Max Grav 5=864(LC 1), 2=864(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/1274, 3-4=-909/1283, 4-5=-1083/1274 BOT CHORD 2-9=-948/905, 8-9=-957/909, 5-8=-949/905 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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) 5=1064, 2=1064. October 20,2020 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 J40443 Truss A03G Truss Type HIP GIRDER Qty 2 Ply 1 King Patio & Carport Job Reference (optional) T21637934 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:48 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-O0j1T_Bo8uLdo0Y4sn0FIru5aA0zWJlWYsKD7TyRVu5 Scale = 1:34.6 1 2 3 4 5 6 7 11 10 9 8 20 21 22 23 24 25 1x4 5x8 5x8 1x4 3x4 3x6 1x4 3x8 1x4 1x4 3x6 5-0-0 5-0-0 8-0-0 3-0-0 11-0-0 3-0-0 16-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 8-0-0 3-0-0 11-0-0 3-0-0 16-0-0 5-0-0 18-0-0 2-0-0 0-6-82-7-80-6-82-7-85.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-8], [3:0-6-4,0-2-12], [5:0-6-4,0-2-12], [7:0-2-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.81 0.78 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.14 -0.07 (loc) 8-10 8-10 6 l/defl >890 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 80 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-5-14 oc bracing. REACTIONS. (size)6=0-8-0, 2=0-8-0 Max Horz 2=106(LC 7) Max Uplift 6=-1621(LC 8), 2=-1621(LC 8) Max Grav 6=1198(LC 30), 2=1198(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2040/2670, 3-4=-2160/2983, 4-5=-2160/2983, 5-6=-2041/2670 BOT CHORD 2-11=-2274/1850, 10-11=-2296/1861, 8-10=-2303/1801, 6-8=-2281/1790 WEBS 3-11=-354/262, 3-10=-601/462, 4-10=-412/438, 5-10=-601/462, 5-8=-354/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=1621, 2=1621. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down and 239 lb up at 5-0-0, 179 lb down and 233 lb up at 7-0-12, and 179 lb down and 233 lb up at 8-11-4, and 179 lb down and 239 lb up at 11-0-0 on top chord, and 363 lb down and 276 lb up at 5-0-0, 50 lb down and 73 lb up at 7-0-12, and 50 lb down and 73 lb up at 8-11-4, and 363 lb down and 276 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 14-17=-20 Continued on page 2 October 20,2020 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 J40443 Truss A03G Truss Type HIP GIRDER Qty 2 Ply 1 King Patio & Carport Job Reference (optional) T21637934 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:48 2020 Page 2 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-O0j1T_Bo8uLdo0Y4sn0FIru5aA0zWJlWYsKD7TyRVu5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-71(B) 5=-71(B) 11=-143(B) 8=-143(B) 21=-71(B) 22=-71(B) 24=-32(B) 25=-32(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 J40443 Truss V6 Truss Type VALLEY Qty 2 Ply 1 King Patio & Carport Job Reference (optional) T21637935 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:50 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-LOqnugD3gVbL1KiTzC2jNGzbrzpl_F_p0ApKCMyRVu3 Scale = 1:10.6 1 2 3 2x4 3x4 2x4 5-8-0 5-8-0 5-9-0 0-1-0 2-10-8 2-10-8 5-9-0 2-10-8 0-0-41-2-60-0-45.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 0% 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 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-0, 3=5-7-0 Max Horz 1=-32(LC 6) Max Uplift 1=-142(LC 8), 3=-142(LC 8) Max Grav 1=210(LC 13), 3=210(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=142, 3=142. 7) na October 20,2020 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 J40443 Truss V10 Truss Type VALLEY Qty 2 Ply 1 King Patio & Carport Job Reference (optional) T21637936 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:49 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-sCGPgKCQvCTUQA7HQUXUq2QMaZUxFnTgnW3ngvyRVu4 Scale = 1:17.6 1 2 3 4 2x4 4x4 2x4 1x4 0-1-0 0-1-0 4-10-8 4-9-8 9-9-0 4-10-8 4-10-8 4-10-8 9-9-0 4-10-8 0-0-42-0-60-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.29 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-7-0, 3=9-7-0, 4=9-7-0 Max Horz 1=62(LC 7) Max Uplift 1=-138(LC 8), 3=-138(LC 8), 4=-282(LC 8) Max Grav 1=192(LC 13), 3=200(LC 14), 4=447(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-319/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=138, 3=138, 4=282. 7) na October 20,2020 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 J40443 Truss V14 Truss Type VALLEY Qty 2 Ply 1 King Patio & Carport Job Reference (optional) T21637937 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:49 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-sCGPgKCQvCTUQA7HQUXUq2QNmZV6FnAgnW3ngvyRVu4 Scale = 1:21.9 1 2 3 4 5 8 7 63x4 4x4 3x4 1x4 1x4 1x4 1x4 1x4 0-1-0 0-1-0 2-9-8 2-8-8 10-11-8 8-2-0 13-9-0 2-9-8 2-9-8 2-9-8 6-10-8 4-1-0 10-11-8 4-1-0 13-9-0 2-9-8 0-0-42-10-60-0-45.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.21 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-7-0. (lb) - Max Horz 1=-92(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-173(LC 8), 8=-317(LC 8), 6=-317(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=357(LC 13), 8=431(LC 13), 6=431(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-270/198, 2-8=-365/340, 4-6=-365/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) Plates checked for a plus or minus 0 degree rotation about its center. 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) 1, 5 except (jt=lb) 7=173, 8=317, 6=317. 8) na October 20,2020 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 J40443 Truss ZCJ1 Truss Type JACK-OPEN Qty 8 Ply 1 King Patio & Carport Job Reference (optional) T21637938 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:50 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-LOqnugD3gVbL1KiTzC2jNGzUmzsi_F_p0ApKCMyRVu3 Scale: 1.5"=1' 1 2 3 4 1x4 3x4 0-11-4 0-11-4 -2-0-0 2-0-0 0-11-4 0-11-4 0-6-80-11-35.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 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 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=112(LC 8) Max Uplift 3=-52(LC 1), 2=-391(LC 8), 4=-66(LC 1) Max Grav 3=66(LC 8), 2=346(LC 1), 4=93(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=391. October 20,2020 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 J40443 Truss ZCJ3 Truss Type JACK-OPEN Qty 8 Ply 1 King Patio & Carport Job Reference (optional) T21637939 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:51 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-pbOA50EhRpjCfUHfXvZyvTWfWNCvjiEyFpYtkoyRVu2 Scale = 1:12.2 1 2 3 4 1x4 3x4 0-7-52-11-4 2-11-4 -2-0-0 2-0-0 2-11-4 2-11-4 0-6-81-9-30-4-71-4-121-9-35.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.01 (loc) 4-8 4-8 3 4-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 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, 2=0-8-0, 4=Mechanical Max Horz 2=180(LC 8) Max Uplift 3=-88(LC 8), 2=-367(LC 8), 4=-55(LC 5) Max Grav 3=92(LC 13), 2=325(LC 1), 4=45(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=367. October 20,2020 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 J40443 Truss ZEJ5 Truss Type JACK-OPEN Qty 8 Ply 1 King Patio & Carport Job Reference (optional) T21637940 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:51 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-pbOA50EhRpjCfUHfXvZyvTWeSN7mjiEyFpYtkoyRVu2 Scale = 1:16.4 1 2 3 4 1x4 3x4 5-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 0-6-82-7-82-3-12-7-85.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.64 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.06 -0.02 (loc) 4-8 4-8 3 l/defl >587 >985 n/a L/d 240 240 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=253(LC 8) Max Uplift 3=-186(LC 8), 2=-440(LC 8), 4=-103(LC 5) Max Grav 3=184(LC 13), 2=396(LC 1), 4=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=186, 2=440, 4=103. October 20,2020 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 J40443 Truss ZHJ7 Truss Type DIAGONAL HIP GIRDER Qty 4 Ply 1 King Patio & Carport Job Reference (optional) T21637941 8.420 s Oct 9 2020 MiTek Industries, Inc. Tue Oct 20 13:22:52 2020 Page 1 East Coast Truss, Ft. Pierce, FL 34946 ID:ep1bJuV?BqXup_a6iSNbBwyVCfx-HnyYIMEJC7r2Hesr5c4BSh2rXnTQS7J6TTIRGEyRVu1 Scale = 1:19.6 1 2 3 4 5 7 6 8 12 13 14 15 2x4 3x6 3x4 3x6 1x4 1x4 3x4 0-7-5-0-3-0 0-3-0 4-1-5 4-1-5 7-0-1 2-10-12 7-0-2 0-0-1 -2-9-15 2-6-7 -0-3-8 0-3-8 4-1-5 4-1-5 7-0-2 2-10-13 0-3-103-2-100-7-52-7-53.54 12 Plate Offsets (X,Y)-- [3:0-0-0,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.56 0.43 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.14 0.02 (loc) 7-11 7-11 3 l/defl >625 >564 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 0% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 3=0-10-15, 7=Mechanical, 8=Mechanical Max Horz 3=471(LC 16), 8=641(LC 24) Max Uplift 5=-122(LC 24), 3=-695(LC 8), 7=-259(LC 8) Max Grav 5=116(LC 17), 3=755(LC 31), 7=281(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-626/547, 2-3=-634/565, 3-4=-461/330 BOT CHORD 3-7=-422/435, 1-8=-525/641 WEBS 4-7=-485/470 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=122, 3=695, 7=259. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 174 lb up at 1-4-15, 206 lb down and 174 lb up at 1-4-15, and 118 lb down and 137 lb up at 4-2-15, and 118 lb down and 137 lb up at 4-2-14 on top chord, and 95 lb down and 95 lb up at 1-4-15, 95 lb down and 95 lb up at 1-4-15, and 11 lb down and 65 lb up at 4-2-15, and 11 lb down and 65 lb up at 4-2-14 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 6-9=-20, 1-8=-20 Concentrated Loads (lb) Vert: 12=128(F=64, B=64) 14=104(F=52, B=52) 15=10(F=5, B=5) October 20,2020 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