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HomeMy WebLinkAboutCC Lot 97 Truss Seals16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Carter Components (Pittsboro, IN). March 1,2022 Garcia, Juan Pages or sheets covered by this seal: I50511385 thru I50511426 My license renewal date for the state of Indiana is July 31, 2022. 21060018-G EPCON RT OPTIONS-D2 Portico SR,CP,SP 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. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C08 Truss Type Common Girder Qty 1 Ply 2 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511385 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 15:50:40 2022 Page 1 ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-67bj6EjDojPrD?lF18qK20nAiaYccFvpCKjDQ5zfEzD Scale = 1:39.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 10x12 MT18HS 4x8 10x12 MT18HS 8x10 4x8 8x10 4x8 8x10 HUS26 HUS26 HUS26 HUS26 HUS26 LUS26 LUS26 3-11-83-11-8 7-7-83-8-0 11-3-83-8-0 15-3-03-11-8 3-11-8 3-11-8 7-7-8 3-8-0 11-3-8 3-8-0 15-3-0 3-11-8 1-1-136-2-131-1-138.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [5:Edge,0-8-2], [7:0-3-8,0-4-8], [8:0-5-0,0-4-8], [9:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.61 0.37 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 180 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=-99(LC 25) Max Grav 10=6490(LC 1), 6=5783(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6540/0, 2-3=-4812/0, 3-4=-4814/0, 4-5=-5605/0, 1-10=-4755/0, 5-6=-4125/0 BOT CHORD 10-11=0/747, 11-12=0/747, 9-12=0/747, 9-13=0/5374, 13-14=0/5374, 8-14=0/5374, 8-15=0/4599, 15-16=0/4599, 7-16=0/4599, 7-17=0/453, 6-17=0/453 WEBS 3-8=0/5036, 4-8=-874/0, 4-7=0/858, 2-8=-1929/0, 2-9=0/2100, 1-9=0/4740, 5-7=0/4247 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-10-4 from the left end to 8-10-4 to connect truss(es) to back face of bottom chord. 9) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-10-4 from the left end to 12-10-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1327 lb down and 13 lb up at 15-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C08 Truss Type Common Girder Qty 1 Ply 2 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511385 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 15:50:40 2022 Page 2 ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-67bj6EjDojPrD?lF18qK20nAiaYccFvpCKjDQ5zfEzD LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 6=-1280(B) 11=-1607(B) 12=-1606(B) 13=-1604(B) 14=-1605(B) 15=-1606(B) 16=-928(B) 17=-841(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C07 Truss Type Common Supported Gable Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511386 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:20 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-Rhb_clVy6XDycLaie4DCyxRmZaR2HjerJeB78YzfHP9 Scale = 1:39.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 4x5 3x6 3x8 3x8 0-11-00-11-0 17-1-016-2-0 8-6-8 8-6-8 17-1-0 8-6-8 0-6-86-2-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-3-0. (lb) - Max Horz 17=94(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 15, 17, 12, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 14, 15, 12, 11 except 13=275(LC 1), 17=287(LC 25), 10=287(LC 26) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 8-6-8, Corner(3R) 8-6-8 to 11-6-8, Exterior(2N) 11-6-8 to 17-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 17, 12, 11, 10. 8) N/A 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A01 Truss Type GABLE l l Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511387 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:21 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-gKXhDZnx0PnJ1HaMhBfM3VVc0oGzy18AlzOWaTzfHQ4 Scale = 1:78.7 1 2 3 4 5 6 7 8 9 10 11 12 13 30 29 28 27 26 25 24 23 22 21 20 19 18 16 15 14 32 31 33 54 55 56 57 58 59 60 17 61 62 3x6 5x6 3x6 3x8 3x5 4x5 3x5 3x5 5x8 3x5 3x10 3x5 4x5 3x5 3x5 3x5 3x5 3x6 3x8 5x10 3x8 5x6 2-8-0 0-11-0 0-11-0 7-2-0 6-3-0 14-2-4 7-0-4 20-0-8 5-10-4 21-4-8 1-4-0 22-8-8 1-4-0 23-3-0 0-6-8 28-6-12 5-3-12 30-0-12 1-6-0 35-7-0 5-6-4 41-10-0 6-3-0 42-9-0 0-11-0 7-2-0 7-2-0 14-2-4 7-0-4 20-0-8 5-10-4 21-4-8 1-4-0 22-8-8 1-4-0 28-6-12 5-10-4 35-7-0 7-0-4 42-9-0 7-2-0 0-6-810-0-00-6-80-3-810-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-3-12,0-2-0], [18:0-3-8,0-1-8], [24:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.49 0.31 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 18-20 18-20 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 297 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-25,22-23,21-22,20-21. WEBS 1 Row at midpt 3-25, 5-25, 5-22, 8-32, 11-18, 7-20, 6-22 JOINTS 1 Brace at Jt(s): 31, 32 REACTIONS.All bearings 22-4-0 except (jt=length) 14=0-3-8, 17=0-3-8. (lb) - Max Horz 30=-156(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 25, 22, 20, 21, 17 except 28=-138(LC 3) Max Grav All reactions 250 lb or less at joint(s) 21, 23, 26, 27, 17 except 29=484(LC 25), 25=369(LC 1), 22=487(LC 1), 20=818(LC 1), 20=818(LC 1), 14=674(LC 26), 30=345(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-308/72, 11-12=-639/84 BOT CHORD 17-18=0/444, 15-17=-13/449 WEBS 3-29=-314/72, 20-32=-462/5, 8-32=-435/5, 11-18=-318/130, 12-14=-543/91, 20-33=-282/64, 7-33=-283/64, 6-22=-272/67 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4, Exterior(2R) 14-2-4 to 18-5-3, Interior(1) 18-5-3 to 28-6-12, Exterior(2R) 28-6-12 to 32-9-11, Interior(1) 32-9-11 to 42-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 22, 20, 21, 17 except (jt=lb) 28=138. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A02 Truss Type Piggyback Base Qty 2 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511388 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:23 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-cjeReFoBX011Hbjkpchq8wau0cvVQkYSCHtceMzfHQ2 Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 14 13 12 2425 26 27 28 29 30 15 3x6 5x8 3x6 3x6 4x5 3x10 5x8 3x10 4x5 2x4 2x4 3x6 2x4 5x10 0-11-0 0-11-0 7-2-0 6-3-0 14-2-4 7-0-4 20-0-8 5-10-4 21-4-8 1-4-0 22-8-8 1-4-0 23-4-4 0-7-12 28-6-12 5-2-8 30-0-12 1-6-0 35-7-0 5-6-4 41-10-0 6-3-0 42-9-0 0-11-0 7-2-0 7-2-0 14-2-4 7-0-4 20-0-8 5-10-4 21-4-8 1-4-0 22-8-8 1-4-0 28-6-12 5-10-4 35-7-0 7-0-4 42-9-0 7-2-0 0-6-810-0-00-6-80-3-810-0-08.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-1-12], [16:0-3-8,0-1-8], [24:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.43 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.02 (loc) 19-21 19-21 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 5-19, 7-16, 7-24, 9-16 JOINTS 1 Brace at Jt(s): 24 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 23=-154(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 12 Max Grav All reactions 250 lb or less at joint(s) except 23=925(LC 25), 12=626(LC 26), 18=1537(LC 1), 15=385(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1030/11, 3-5=-668/60, 9-10=-578/51 BOT CHORD 22-23=-130/271, 21-22=-27/782, 19-21=-24/444, 15-16=0/406, 13-15=0/414 WEBS 3-21=-431/98, 5-21=0/473, 5-19=-616/43, 2-23=-800/64, 10-12=-476/92, 7-24=-451/57, 9-16=-424/98, 2-22=0/623, 6-19=0/524, 18-24=-1400/4, 6-24=-1048/4 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4, Exterior(2R) 14-2-4 to 18-5-3, Interior(1) 18-5-3 to 28-6-12, Exterior(2R) 28-6-12 to 32-9-11, Interior(1) 32-9-11 to 42-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A03 Truss Type Attic Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511389 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:28 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-zgSKhzsKMYgKNMcibAH?rzHlZdXI58ACMYbNJZzfHPz Scale = 1:76.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 17 16 15 26 29 27 28 36 37 38 39 40 41 18 3x6 5x8 6x8 3x8 3x5 8x10 3x5 4x8 4x8 8x10 3x10 3x5 4x5 3x6 3x5 5x8 3x5 3x5 4x5 3x8 8-0-08-1-140-11-0 0-11-0 1-0-12 0-1-12 6-9-4 5-8-8 12-7-8 5-10-4 20-11-0 8-3-8 23-4-4 2-5-4 28-6-12 5-2-8 30-0-12 1-6-0 35-2-6 5-1-10 41-8-4 6-5-14 41-10-0 0-1-12 42-9-0 0-11-0 1-0-121-0-12 6-9-45-8-8 12-7-85-10-4 12-7-110-0-3 13-3-14 0-8-3 14-2-4 0-10-6 17-7-83-5-4 20-11-03-3-8 28-6-127-7-12 35-2-66-7-10 41-8-46-5-14 42-9-01-0-12 0-6-810-0-00-6-80-7-010-0-08.00 12 Plate Offsets (X,Y)-- [7:0-6-4,0-2-4], [10:0-5-8,0-1-12], [19:0-3-8,0-1-8], [22:0-4-12,Edge], [23:0-4-12,Edge], [24:0-3-8,0-2-0], [29:0-2-13,0-0-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.78 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.16 -0.32 0.05 -0.08 (loc) 23-24 23-24 15 22-23 l/defl >999 >842 n/a 1194 L/d 240 180 n/a 360 PLATES MT20 Weight: 244 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-23: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except 2-0-0 oc purlins (4-3-14 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 22-26, 10-29, 12-19 JOINTS 1 Brace at Jt(s): 26, 28, 29 REACTIONS.All bearings 0-3-8. (lb) - Max Horz 25=-139(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 21=-149(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 15=1292(LC 26), 25=1623(LC 26), 21=752(LC 33), 18=259(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2069/0, 3-5=-1887/7, 5-6=-1466/46, 6-7=-505/38, 7-8=-709/92, 8-9=-709/92, 9-10=-1408/70, 10-12=-1426/76, 12-13=-1614/0 BOT CHORD 24-25=-121/271, 23-24=0/1750, 22-23=0/1552, 21-22=0/1132, 19-21=0/1132, 18-19=0/1293, 16-18=0/1284 WEBS 3-23=-284/53, 5-23=0/479, 9-29=-506/107, 22-29=-20/667, 10-29=-73/529, 12-19=-344/73, 6-27=-1255/125, 27-28=-1227/127, 7-28=-63/346, 9-28=-798/162, 13-15=-1145/102, 13-16=0/1081, 2-25=-1528/14, 2-24=0/1499, 21-29=-679/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 4-3-5, Interior(1) 4-3-5 to 14-2-4, Exterior(2R) 14-2-4 to 20-2-13, Interior(1) 20-2-13 to 28-6-12, Exterior(2R) 28-6-12 to 34-7-5, Interior(1) 34-7-5 to 42-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-27, 27-28, 26-28 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 22-23 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 21. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection.March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A04 Truss Type Attic Qty 6 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511390 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:33 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-JeFDkgwTB5IcT7UfOjtAY1?bveETmM6xVqI8_nzfHPu Scale = 1:78.9 1 2 3 4 56 7 9 12 13 14 15 16 17 8 10 11 26 25 24 23 22 21 20 19 18 2734 35 36 37 38 39 3x6 5x8 5x8 3x8 3x5 8x10 3x5 4x6 2x4 8x10 4x8 3x6 4x5 3x5 3x5 3x6 4x5 2x4 2x4 3x5 2x4 5x6 2x4 4x8 2x4 2x4 3x8 8-0-08-1-140-11-0 0-11-0 1-0-12 0-1-12 6-9-4 5-8-8 12-7-8 5-10-4 20-11-0 8-3-8 23-4-4 2-5-4 28-6-12 5-2-8 35-2-6 6-7-10 41-8-4 6-5-14 41-10-0 0-1-12 42-9-0 0-11-0 1-0-121-0-12 6-9-45-8-8 12-7-85-10-4 12-7-110-0-3 13-1-4 0-5-9 14-2-4 1-1-0 17-7-83-5-4 20-11-03-3-8 28-6-127-7-12 35-2-66-7-10 41-8-46-5-14 42-9-01-0-12 0-6-810-0-00-6-810-0-08.00 12 Plate Offsets (X,Y)-- [6:0-1-3,Edge], [7:0-6-4,0-2-4], [23:0-4-12,Edge], [24:0-4-12,Edge], [27:0-2-9,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.75 0.78 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.16 -0.31 0.05 -0.08 (loc) 24-25 24-25 18 23-24 l/defl >999 >862 n/a 1182 L/d 240 180 n/a 360 PLATES MT20 Weight: 242 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-24: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, except 2-0-0 oc purlins (4-2-13 max.): 7-13, 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-27, 11-23, 15-20 JOINTS 1 Brace at Jt(s): 11, 10, 27 REACTIONS. (size)26=0-3-8, 18=0-3-8, 22=0-3-8 Max Horz 26=-139(LC 12) Max Uplift 22=-73(LC 10) Max Grav 26=1576(LC 26), 18=1357(LC 2), 22=980(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2001/0, 3-5=-1812/52, 5-6=-1388/94, 6-7=-385/90, 7-9=-767/173, 9-12=-767/173, 12-13=-1293/123, 13-15=-1496/81, 15-16=-1719/0, 6-8=-1253/114, 8-10=-1257/117 BOT CHORD 25-26=-122/270, 24-25=0/1693, 23-24=0/1491, 22-23=0/1188, 20-22=0/1188, 19-20=0/1370 WEBS 3-24=-290/48, 5-24=0/485, 23-27=-93/509, 13-27=-373/286, 11-23=-60/254, 11-12=-59/257, 16-19=0/1184, 13-20=0/409, 15-20=-378/65, 2-25=0/1441, 2-26=-1483/42, 16-18=-1253/94, 12-27=-676/57, 7-10=-98/563, 10-12=-635/53, 22-27=-930/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 4-3-5, Interior(1) 4-3-5 to 14-2-4, Exterior(2R) 14-2-4 to 20-2-13, Interior(1) 20-2-13 to 28-6-12, Exterior(2R) 28-6-12 to 34-7-5, Interior(1) 34-7-5 to 42-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 12-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 23-24 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 22. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A05 Truss Type Attic Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511391 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:36 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-kDxMNiyLT0gBKbDE3rQt9fd7YrFizjPNBoXob5zfHPr Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 30 31 32 33 34 35 3x6 5x8 6x8 3x6 3x8 8x10 3x5 4x8 2x4 4x8 8x10 3x5 3x5 4x5 3x6 2x4 2x4 5x6 3x5 2x4 4x5 2x4 3x10 2x4 5x8 2x4 8-0-08-1-140-11-0 0-11-0 1-0-12 0-1-12 6-9-4 5-8-8 12-7-8 5-10-4 20-11-0 8-3-8 23-4-4 2-5-4 28-6-12 5-2-8 35-2-6 6-7-10 41-10-0 6-7-10 1-0-121-0-12 6-9-45-8-8 12-7-85-10-4 12-7-110-0-3 13-3-14 0-8-3 14-2-4 0-10-6 17-7-83-5-4 20-11-03-3-8 28-6-127-7-12 35-2-66-7-10 41-10-06-7-10 0-6-810-0-01-1-1310-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-6-4,0-2-4], [10:0-5-8,0-1-12], [13:0-3-0,0-1-8], [14:Edge,0-1-8], [19:0-4-12,Edge], [20:0-4-12,Edge], [21:0-3-8,0-2-0], [24:0-4-14,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 20.4/20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.66 0.81 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.16 -0.32 0.05 -0.08 (loc) 20-21 20-21 14 19-20 l/defl >999 >831 n/a 1188 L/d 240 180 n/a 360 PLATES MT20 Weight: 241 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-20: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-14 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 19-23, 10-24, 12-16 JOINTS 1 Brace at Jt(s): 23, 24, 26 REACTIONS. (size)14=Mechanical, 22=0-3-8, 18=0-3-8 Max Horz 22=149(LC 13) Max Uplift 18=-113(LC 10) Max Grav 14=1306(LC 26), 22=1623(LC 26), 18=916(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2069/0, 3-5=-1886/4, 5-6=-1465/44, 6-7=-507/37, 7-8=-713/90, 8-9=-713/90, 9-10=-1366/74, 10-12=-1536/58, 12-13=-1759/0, 13-14=-1243/0 BOT CHORD 21-22=-128/279, 20-21=0/1749, 19-20=0/1552, 18-19=0/1219, 16-18=0/1219, 15-16=0/1408 WEBS 3-20=-284/52, 5-20=0/479, 9-23=-63/250, 19-24=-65/555, 10-24=-303/357, 10-16=0/412, 12-16=-389/64, 6-25=-1252/122, 25-26=-1225/124, 2-22=-1502/55, 2-21=0/1489, 13-15=0/1276, 18-24=-871/124, 9-24=-636/81, 7-26=-62/347, 9-26=-801/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 4-2-3, Interior(1) 4-2-3 to 14-2-4, Exterior(2R) 14-2-4 to 20-1-4, Interior(1) 20-1-4 to 28-6-12, Exterior(2R) 28-6-12 to 34-5-12, Interior(1) 34-5-12 to 41-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC 1608.3.4. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-25, 25-26, 23-26 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 19-20 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 18. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection.March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A06 Truss Type Piggyback Base Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511392 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:38 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-gc26nN_c?dwvauNdBGTLF4iR1f0CRWsgf60vf_zfHPp Scale = 1:84.3 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 3x8 10x12 MT18HS 8x12 MT20HS 3x6 3x5 3x6 3x5 5x8 8x10 2x4 2x4 3x5 4x5 3x10 4x5 3x5 4x5 4x5 2x4 3x5 4x8 3x5 5x10 0-11-00-11-0 7-2-06-3-0 14-2-47-0-4 16-10-122-8-8 21-4-84-5-12 28-11-07-6-8 34-8-85-9-8 40-6-05-9-8 41-10-01-4-0 7-2-0 7-2-0 14-2-4 7-0-4 21-4-8 7-2-4 28-6-12 7-2-4 28-11-0 0-4-4 34-8-8 5-9-8 40-6-0 5-9-8 41-10-0 1-4-0 0-6-810-0-01-1-131-0-010-0-08.00 12 Plate Offsets (X,Y)-- [5:0-8-12,0-2-0], [7:0-0-4,0-4-0], [11:0-4-8,0-7-8], [17:0-2-12,0-2-8], [25:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.48 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.21 0.08 (loc) 18-19 18-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS MT18HS Weight: 225 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 8-17 WEBS 1 Row at midpt 3-22, 6-25 JOINTS 1 Brace at Jt(s): 25 REACTIONS. (size)13=Mechanical, 24=0-3-8, 20=0-4-15 Max Horz 24=152(LC 9) Max Grav 13=861(LC 26), 24=574(LC 25), 20=2009(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-521/29, 3-5=0/302, 5-6=0/670, 6-7=-532/97, 7-8=-540/105, 8-10=-753/76, 10-11=-1229/21, 11-12=-1530/20, 12-13=-811/0 BOT CHORD 22-23=-95/359, 16-17=0/950, 15-16=-41/1490 WEBS 3-23=0/273, 3-22=-508/91, 5-22=0/715, 22-25=-530/75, 6-25=-1318/0, 6-19=0/273, 10-17=-520/71, 10-16=0/313, 11-16=-545/106, 2-24=-477/71, 12-15=-16/1190, 6-17=-12/624, 20-25=-1941/0, 5-25=-1313/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-12, Exterior(2R) 14-2-12 to 18-5-11 , Interior(1) 18-5-11 to 28-6-12, Exterior(2R) 28-6-12 to 32-9-11, Interior(1) 32-9-11 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A07 Truss Type Piggyback Base Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511393 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:40 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-c_AsC30sXEAdpCX0IhVpKVns_SiGvWBz6QV0ktzfHPn Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 12 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 28 29 30 31 32 33 3x8 3x8 3x6 2x4 2x4 4x5 3x5 2x4 8x12 MT20HS 5x8 8x10 2x4 2x4 4x5 3x5 3x5 5x6 5x10 5x10 5x6 5x8 3x5 4x5 2x4 3x5 4x5 0-11-00-11-0 5-10-14-11-1 11-6-45-8-4 14-2-42-8-0 14-8-40-6-0 17-11-03-2-12 23-6-75-7-7 28-11-05-4-9 34-8-85-9-8 40-6-05-9-8 41-10-01-4-0 5-10-1 5-10-1 7-2-0 1-4-0 11-6-4 4-4-4 14-2-4 2-8-0 17-11-0 3-8-12 23-6-7 5-7-7 28-6-12 5-0-5 28-11-0 0-4-4 34-8-8 5-9-8 40-6-0 5-9-8 41-10-0 1-4-0 0-6-810-0-01-1-131-0-010-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-3-0,0-3-0], [5:0-3-8,0-1-12], [8:0-2-12,Edge], [11:0-4-8,0-7-8], [17:0-2-12,0-2-8], [20:0-6-0,0-2-8], [21:0-3-0,0-2-8], [23:0-1-8,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.51 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.13 0.09 (loc) 20-21 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 247 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,23-24,22-23,14-15. 1 Row at midpt 6-21 WEBS 1 Row at midpt 4-23, 5-23, 7-21, 8-20 REACTIONS.All bearings 0-4-15 except (jt=length) 13=Mechanical, 27=0-3-8. (lb) - Max Horz 27=153(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 24, 27 Max Grav All reactions 250 lb or less at joint(s) except 13=948(LC 26), 24=376(LC 25), 23=1900(LC 1), 27=277(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-118/269, 3-4=0/584, 4-5=0/604, 7-8=-491/44, 8-10=-907/0, 10-11=-1390/0, 11-12=-1674/0, 12-13=-894/0 BOT CHORD 23-24=-409/119, 6-21=-315/66, 20-21=-7/493, 7-20=0/432, 8-17=0/453, 16-17=0/1088, 15-16=0/1603 WEBS 4-23=-255/52, 5-23=-1455/0, 21-23=-468/143, 5-21=0/1107, 7-21=-900/0, 8-20=-347/35, 10-17=-548/77, 10-16=0/312, 11-16=-518/99, 3-24=-418/71, 17-20=0/632, 12-15=0/1297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4, Exterior(2R) 14-2-4 to 18-5-3, Interior(1) 18-5-3 to 28-9-4, Exterior(2R) 28-9-4 to 33-0-3, Interior(1) 33-0-3 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 27. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A08 Truss Type Piggyback Base Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511394 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:44 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-VlQN2R3NbTh3IpqnXXalULySr4?GrL7Y12TDtezfHPj Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 3x8 6x8 3x8 3x8 2x4 4x5 2x4 2x4 8x12 5x10 8x12 2x4 4x8 6x10 6x10 5x10 4x5 5x6 4x6 0-11-00-11-0 7-2-06-3-0 14-2-47-0-4 15-11-01-8-12 23-6-77-7-7 28-11-05-4-9 34-8-85-9-8 40-6-05-9-8 41-10-01-4-0 7-2-0 7-2-0 14-2-4 7-0-4 15-11-0 1-8-12 23-6-7 7-7-7 28-6-12 5-0-5 28-11-0 0-4-4 34-8-8 5-9-8 40-6-0 5-9-8 41-10-0 1-4-0 0-6-810-0-01-1-131-0-010-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-5-8,0-1-12], [8:0-4-7,Edge], [11:0-7-12,0-0-8], [13:Edge,0-1-8], [17:0-4-0,0-2-12], [20:0-4-0,0-2-12], [21:0-6-12,0-3-8], [24:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.76 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.45 0.22 (loc) 20-21 20-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-14 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-21, 7-20 WEBS 1 Row at midpt 3-23, 5-23 REACTIONS. (size)13=Mechanical, 25=0-3-8 Max Horz 25=152(LC 9) Max Grav 13=1626(LC 1), 25=1712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2183/0, 3-5=-1948/12, 5-6=-1770/26, 6-7=-1909/0, 7-8=-1899/0, 8-10=-2131/0, 10-11=-2613/0, 11-12=-2859/0, 12-13=-1546/0 BOT CHORD 24-25=-126/300, 23-24=-3/1741, 6-21=-598/171, 20-21=0/1784, 7-20=-430/94, 8-17=0/467, 16-17=0/2127, 15-16=0/2627 WEBS 3-23=-325/101, 5-23=-556/8, 21-23=0/1735, 5-21=0/1394, 6-20=-71/298, 8-20=-74/586, 10-17=-582/75, 10-16=0/315, 11-16=-505/101, 2-25=-1553/33, 2-24=0/1554, 17-20=0/1621, 12-15=0/2202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4, Exterior(2R) 14-2-4 to 18-5-3, Interior(1) 18-5-3 to 28-8-14, Exterior(2R) 28-8-14 to 32-11-13, Interior(1) 32-11-13 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A09 Truss Type Piggyback Base Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511395 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:46 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-R8X8T74d74xmX7_9fxcDZm1pZteJJFcrVMyKxWzfHPh Scale = 1:77.5 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 4x8 3x8 10x12 MT18HS 2x4 2x4 8x12 5x10 8x12 2x4 6x8 10x12 5x10 4x5 5x6 4x6 0-11-00-11-0 7-2-06-3-0 14-1-66-11-5 23-6-79-5-2 28-11-05-4-9 34-8-85-9-8 40-6-05-9-8 41-10-01-4-0 7-2-0 7-2-0 14-1-6 6-11-5 14-2-4 0-0-14 18-10-6 4-8-2 23-6-7 4-8-2 28-6-12 5-0-5 28-11-0 0-4-4 34-8-8 5-9-8 40-6-0 5-9-8 41-10-0 1-4-0 0-6-810-0-01-1-131-0-010-0-08.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [5:0-9-8,0-2-8], [8:0-4-7,Edge], [11:0-7-12,0-0-8], [13:Edge,0-1-8], [17:0-3-12,0-2-12], [20:0-4-4,0-3-0], [21:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.92 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.70 0.20 (loc) 20-21 20-21 13 l/defl >999 >692 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 243 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 5-8,8-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-10 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 20-21 6-0-0 oc bracing: 18-19,14-15. 1 Row at midpt 7-20 WEBS 1 Row at midpt 6-21, 6-20 REACTIONS. (size)13=Mechanical, 24=0-3-8 Max Horz 24=152(LC 9) Max Grav 13=1625(LC 1), 24=1710(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2186/0, 3-5=-2127/4, 5-6=-1669/32, 6-7=-1893/0, 7-8=-1888/0, 8-10=-2130/0, 10-11=-2610/0, 11-12=-2859/0, 12-13=-1548/0 BOT CHORD 23-24=-130/290, 5-21=0/804, 20-21=0/1859, 7-20=-309/69, 8-17=0/464, 16-17=0/2126, 15-16=0/2616 WEBS 3-23=-348/66, 21-23=-0/1645, 6-21=-498/103, 8-20=-68/555, 10-17=-582/75, 10-16=0/313, 11-16=-495/100, 17-20=0/1658, 12-15=0/2203, 2-24=-1553/30, 2-23=0/1571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-0-1, Exterior(2R) 14-0-1 to 18-2-15, Interior(1) 18-2-15 to 28-8-14, Exterior(2R) 28-8-14 to 32-11-13, Interior(1) 32-11-13 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x5 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511396 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:48 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-NXfuuo6tfiBUnR8YmMehfB6CEhL?n9T8ygRR0PzfHPf Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 4x8 4x8 3x8 3x5 8x12 2x4 4x5 3x5 5x10 5x10 8x12 2x4 3x5 3x5 6x8 5x10 5x10 3x5 4x5 5x6 3x5 4x6 0-11-00-11-0 7-2-06-3-0 14-1-66-11-5 22-0-37-10-14 28-11-06-10-13 34-8-85-9-8 40-6-05-9-8 41-10-01-4-0 7-2-0 7-2-0 14-2-4 7-0-4 22-0-3 7-9-15 28-6-12 6-6-9 28-11-0 0-4-4 34-8-8 5-9-8 40-6-0 5-9-8 41-10-0 1-4-0 0-6-810-0-01-1-131-0-010-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,Edge], [7:0-4-0,0-2-12], [8:0-4-0,Edge], [10:0-7-12,0-0-8], [12:Edge,0-1-8], [16:0-3-12,0-2-12], [19:0-3-12,0-2-12], [20:0-7-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.77 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.46 0.20 (loc) 19-20 19-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 231 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 1-4,8-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-3 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-19 REACTIONS. (size)12=Mechanical, 23=0-3-8 Max Horz 23=151(LC 9) Max Grav 12=1624(LC 1), 23=1711(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2177/0, 3-5=-2161/4, 5-6=-1951/0, 6-7=-1944/0, 7-9=-2141/0, 9-10=-2619/0, 10-11=-2872/0, 11-12=-1542/0 BOT CHORD 22-23=-128/317, 5-20=0/496, 19-20=0/1705, 6-19=-479/113, 7-16=0/468, 15-16=0/2108, 14-15=0/2673 WEBS 3-22=-355/63, 20-22=0/1698, 5-19=-88/494, 7-19=-83/550, 9-16=-515/71, 9-15=0/318, 10-15=-569/104, 16-19=0/1650, 11-14=0/2219, 2-23=-1565/31, 2-22=0/1519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4, Exterior(2R) 14-2-4 to 18-5-3, Interior(1) 18-5-3 to 28-6-12, Exterior(2R) 28-6-12 to 32-9-11, Interior(1) 32-9-11 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A11 Truss Type Piggyback Base Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511397 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:50 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-KvneJU77AJRC0kIxung9kcCZVU1YF3_RPzwY4IzfHPd Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 4x8 5x10 3x6 3x8 6x10 2x4 4x5 4x5 8x12 2x4 5x10 5x8 4x5 4x5 5x6 4x6 12x16 6x8 0-11-00-11-0 7-2-06-3-0 14-1-66-11-5 20-0-35-10-13 28-11-08-10-13 34-8-85-9-8 40-6-05-9-8 41-10-01-4-0 7-2-0 7-2-0 14-2-4 7-0-4 20-0-3 5-9-15 24-3-7 4-3-5 28-6-12 4-3-5 28-11-0 0-4-4 34-8-8 5-9-8 40-6-0 5-9-8 41-10-0 1-4-0 0-6-810-0-01-1-131-0-010-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,Edge], [5:0-4-8,0-2-0], [8:0-4-0,0-1-9], [11:0-7-12,0-0-8], [13:Edge,0-1-8], [18:Edge,0-3-8], [20:0-3-12,0-2-12], [21:0-5-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.50 0.77 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.50 0.20 (loc) 18-19 18-19 13 l/defl >999 >977 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-8: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-11 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 6-20 WEBS 1 Row at midpt 7-17 REACTIONS. (size)13=Mechanical, 24=0-3-8 Max Horz 24=151(LC 9) Max Grav 13=1626(LC 1), 24=1712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2178/0, 3-5=-2160/0, 5-6=-1931/0, 6-7=-1918/0, 7-8=-1688/0, 8-10=-2135/0, 10-11=-2627/0, 11-12=-2869/0, 12-13=-1545/0 BOT CHORD 23-24=-129/317, 5-21=0/452, 20-21=0/1714, 6-20=-299/88, 8-17=0/805, 16-17=0/2117, 15-16=0/2658 WEBS 3-23=-351/49, 21-23=0/1670, 10-17=-543/73, 10-16=0/321, 11-16=-543/101, 2-24=-1567/0, 2-23=0/1517, 17-20=0/1750, 12-15=0/2214, 7-17=-491/99, 5-20=-83/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-11-10, Exterior(2R) 13-11-10 to 18-2-8, Interior(1) 18-2-8 to 28-8-14, Exterior(2R) 28-8-14 to 32-11-13, Interior(1) 32-11-13 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x5 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A12 Truss Type Piggyback Base Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511398 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:53 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-kUSnxWA0TEpntC0VZwEsMFq?Wi7eSRCt6x8ChczfHPa Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 3x8 5x8 3x6 3x8 3x6 3x5 4x8 3x5 5x8 2x4 3x10 3x5 3x5 4x8 6x8 3x6 3x5 3x5 4x6 0-11-00-11-0 7-2-06-3-0 14-2-47-0-4 21-4-87-2-4 28-6-127-2-4 35-0-106-5-14 41-10-06-9-6 7-2-0 7-2-0 14-2-4 7-0-4 21-4-8 7-2-4 28-6-12 7-2-4 35-0-10 6-5-14 41-10-0 6-9-6 0-6-810-0-01-1-1310-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [7:0-5-8,0-1-12], [10:0-3-0,0-1-8], [11:Edge,0-1-8], [12:0-3-8,0-2-0], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.77 0.55 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.24 0.08 (loc) 15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-15, 9-13 REACTIONS. (size)11=Mechanical, 19=0-3-8 Max Horz 19=152(LC 9) Max Grav 11=1624(LC 1), 19=1711(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2181/0, 3-5=-1946/11, 5-6=-1739/0, 6-7=-1739/0, 7-9=-1939/16, 9-10=-2193/0, 10-11=-1557/0 BOT CHORD 18-19=-126/301, 17-18=-3/1738, 15-17=0/1509, 13-15=0/1508, 12-13=0/1743 WEBS 3-17=-324/102, 5-17=0/404, 5-15=-81/503, 6-15=-486/113, 7-15=-79/503, 7-13=0/409, 9-13=-342/98, 10-12=0/1565, 2-19=-1554/34, 2-18=0/1547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4, Exterior(2R) 14-2-4 to 18-5-3, Interior(1) 18-5-3 to 28-6-12, Exterior(2R) 28-6-12 to 32-9-11, Interior(1) 32-9-11 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss A14 Truss Type GABLE l Gable l Gable COMMON l l Gable l Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511399 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:56 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-838wZXCum9BMkfl4E2nZztSZwv9ufk_JovNsIxzfHPX Scale = 1:73.9 1 2 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 17 16 15 14 13 12 25 26 27 48 49 50 51 52 53 18 3x8 5x8 5x8 3x6 3x5 3x5 4x5 3x5 8x10 5x8 3x5 3x5 4x5 3x8 3x5 5x6 3x6 3x8 3x8 0-11-00-11-0 7-2-06-3-0 14-2-47-0-4 21-4-87-2-4 28-0-136-8-5 28-6-120-5-15 35-0-106-5-14 41-10-06-9-6 7-2-0 7-2-0 14-2-4 7-0-4 21-4-8 7-2-4 28-6-12 7-2-4 35-0-10 6-5-14 41-10-0 6-9-6 0-6-810-0-01-1-1310-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-7-8,0-1-12], [9:0-3-8,0-3-4], [11:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.57 0.45 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.02 (loc) 20-22 20-22 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 278 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 5-20, 8-17, 10-17 JOINTS 1 Brace at Jt(s): 25, 26 REACTIONS.All bearings 14-0-11 except (jt=length) 24=0-3-8, 18=0-3-8. (lb) - Max Horz 24=152(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 17 except 14=-337(LC 3) Max Grav All reactions 250 lb or less at joint(s) 12, 16, 15 except 17=1382(LC 1), 13=561(LC 3), 24=1136(LC 25), 18=326(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1339/11, 3-5=-1011/61, 5-6=-584/66, 6-7=-462/62, 7-8=-465/61, 8-10=-13/273 BOT CHORD 23-24=-129/277, 22-23=-40/1038, 20-22=-17/730 WEBS 3-22=-400/96, 5-22=0/451, 5-20=-313/35, 20-25=-476/111, 7-25=-470/109, 20-26=0/1012, 8-26=0/1011, 17-27=-1342/0, 8-27=-1275/0, 2-24=-1004/64, 2-23=0/871 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-4, Exterior(2R) 14-2-4 to 18-5-3, Interior(1) 18-5-3 to 28-6-12, Exterior(2R) 28-6-12 to 32-9-11, Interior(1) 32-9-11 to 41-8-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17 except (jt=lb) 14=337. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C03 Truss Type GABLE Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511400 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:13 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-8KgL8LPZmNKxGHYLk6bY9TfVNm0M8Pfpi2_GOSzfHPG Scale = 1:47.2 1 2 3 4 5 13 12 10 9 8 7 6 24 25 26 27 11 3x5 4x5 3x6 3x8 4x5 3x8 1-2-0 1-2-0 1-3-8 0-1-8 8-4-0 7-0-8 10-5-8 2-1-8 20-0-0 9-6-8 20-11-0 0-11-0 5-3-10 5-3-10 10-5-8 5-1-14 15-7-6 5-1-14 20-11-0 5-3-10 0-6-87-6-30-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-10], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.29 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.11 -0.01 (loc) 11-13 11-13 6 l/defl >999 >839 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-8-0 except (jt=length) 13=0-3-0, 11=0-3-8. (lb) - Max Horz 13=114(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7 except 10=-144(LC 13), 13=-107(LC 26) Max Grav All reactions 250 lb or less at joint(s) 9, 8, 7, 6 except 10=1173(LC 1), 13=321(LC 25), 11=279(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-13/558, 3-4=-30/557, 4-5=-19/268 BOT CHORD 11-13=-263/117, 10-11=-263/117 WEBS 3-10=-812/35, 4-10=-328/131, 2-13=-145/407, 2-10=-342/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-5-8, Exterior(2R) 10-5-8 to 13-5-8, Interior(1) 13-5-8 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 10=144, 13=107. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C04 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511401 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:15 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-5jo5Y1RpI_bfWaikrXd0FuktwZh0cN569MTMTLzfHPE Scale = 1:44.2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 163x5 4x5 3x5 3x6 3x5 4x5 3x5 4x5 3x5 3x5 2x4 2x4 1-2-01-2-01-3-80-1-8 8-2-126-11-4 14-6-06-3-4 20-0-05-6-0 20-11-00-11-0 1-3-8 1-3-8 5-3-10 4-0-2 10-5-8 5-1-14 15-7-6 5-1-14 20-11-0 5-3-10 0-6-87-6-30-6-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.28 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.07 0.01 (loc) 10-12 10-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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)10=0-3-8, 12=0-3-0, 8=0-3-8 Max Horz 12=114(LC 11) Max Grav 10=793(LC 1), 12=362(LC 25), 8=530(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-417/96 BOT CHORD 8-9=0/334 WEBS 3-10=-251/108, 4-10=-485/0, 4-9=-47/380, 5-8=-358/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-5-8, Exterior(2R) 10-5-8 to 13-5-8, Interior(1) 13-5-8 to 20-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C01 Truss Type GABLE Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511402 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:11 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-CyYajgOIEm4D1zOzciZ442ZDuyNIgh0XElV9KazfHPI Scale = 1:24.4 1 2 3 4 5 8 7 6 17 18 19 20 4x5 3x8 3x8 3x5 3x5 3x8 1-2-01-2-0 1-3-80-1-8 4-10-83-7-0 8-5-83-7-0 8-7-00-1-8 9-9-01-2-0 1-3-8 1-3-8 4-10-8 3-7-0 8-5-8 3-7-0 9-9-0 1-3-8 0-6-83-9-80-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 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)8=0-3-0, 6=0-3-0 Max Horz 8=55(LC 11) Max Grav 8=390(LC 1), 6=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-325/139, 4-6=-325/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8, Exterior(2R) 4-10-8 to 7-10-8, Interior(1) 7-10-8 to 9-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C02 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511403 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:12 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-g86zw0Ox?3C4f7z9AP4JdF6OeMjXP7GgTOFis0zfHPH Scale = 1:25.0 1 2 3 4 5 8 7 6 9 10 11 12 4x5 3x8 3x8 2x4 3x5 2x4 3x5 3x8 1-2-01-2-0 1-3-80-1-8 4-10-83-7-0 8-5-83-7-0 8-7-00-1-8 9-9-01-2-0 1-3-8 1-3-8 4-10-8 3-7-0 8-5-8 3-7-0 9-9-0 1-3-8 0-6-83-9-80-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.08 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 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)8=0-3-0, 6=0-3-0 Max Horz 8=55(LC 11) Max Grav 8=390(LC 1), 6=390(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-325/139, 4-6=-325/139 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-8, Exterior(2R) 4-10-8 to 7-10-8, Interior(1) 7-10-8 to 9-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D10 Truss Type Roof Special Girder Qty 1 Ply 2 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511404 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:36 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-zmZ1zDh_LREgXppmaSVybJ6QP1mp1qBC_73_hdzfHOv Scale = 1:41.5 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 183x5 4x6 5x8 2x4 4x8 4x6 2x4 4x5 8x10 2x4 4x8 4x8 5x10 HUS26 LUS26 LUS26 LUS26 LUS26 0-11-00-11-0 3-3-12-4-1 7-11-124-8-11 8-8-80-8-12 14-2-95-6-1 16-6-02-3-7 3-3-1 3-3-1 7-11-12 4-8-11 8-8-8 0-8-12 14-2-9 5-6-1 16-6-0 2-3-7 0-6-86-4-31-1-131-0-08.00 12 Plate Offsets (X,Y)-- [1:0-2-10,0-1-8], [5:0-1-4,0-1-8], [6:0-2-12,0-2-0], [7:Edge,0-2-0], [9:0-3-0,0-2-8], [10:0-5-0,0-4-12], [11:0-2-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.67 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 0.11 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x6 SPF No.2, 9-11,7-8: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)7=0-3-8, 13=0-3-8 Max Horz 13=101(LC 5) Max Grav 7=4528(LC 1), 13=2692(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/0, 2-3=-4808/0, 3-4=-4380/0, 4-5=-4377/0, 5-6=-7167/0, 6-7=-3665/0 BOT CHORD 1-13=0/327, 12-13=0/327, 10-11=0/4184, 9-10=0/6411, 5-9=0/2029, 7-8=0/326 WEBS 4-10=0/4406, 5-10=-2915/0, 3-10=-663/263, 2-13=-2285/0, 2-11=0/3633, 6-9=0/5574 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-2 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Use Simpson Strong-Tie HUS26 (14-16d Girder, 4-16d Truss) or equivalent at 7-11-12 from the left end to connect truss(es) to back face of bottom chord. 8) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-11-12 from the left end to 15-11-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 1-12=-20, 9-11=-20, 7-8=-20 Continued on page 2 March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D10 Truss Type Roof Special Girder Qty 1 Ply 2 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511404 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:36 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-zmZ1zDh_LREgXppmaSVybJ6QP1mp1qBC_73_hdzfHOv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-2107(B) 15=-950(B) 16=-950(B) 17=-950(B) 18=-956(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D07 Truss Type Common Structural Gable Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511405 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:31 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-dol8vVdrWvcOR2wpnuwnuGOcS0CjMfUTrsLD1PzfHP_ Scale = 1:40.0 1 2 3 4 5 6 15 14 13 12 11 10 9 8 7 25 26 27 28 29 4x5 3x6 3x8 4x5 3x8 3x8 0-10-8 0-10-8 0-10-10 0-0-2 1-0-4 0-1-10 8-8-8 7-8-4 13-11-7 5-2-15 17-5-0 3-5-9 1-0-4 1-0-4 4-5-2 3-4-14 8-8-8 4-3-6 12-11-14 4-3-6 17-5-0 4-5-2 0-6-86-4-30-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.09 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 15 14-15 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-0-13. (lb) - Max Horz 15=-96(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 10, 7, 8, 15 Max Grav All reactions 250 lb or less at joint(s) 11, 12, 14, 9, 8, 15, 15 except 10=608(LC 1), 7=514(LC 26), 7=415(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-79/300 WEBS 4-10=-416/15, 5-7=-422/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-8, Exterior(2R) 8-8-8 to 11-8-8, Interior(1) 11-8-8 to 17-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7, 8, 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D08 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511406 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:33 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-ZBtvKBf62Ws6gL4CvJyFzhU_hqoXqbAmIAqJ5IzfHOy Scale = 1:39.7 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 3x5 4x5 3x5 3x6 3x8 4x5 4x5 3x5 3x5 2x4 2x4 0-11-0 0-11-0 8-8-8 7-9-8 15-8-9 7-0-1 15-11-1 0-2-8 17-5-0 1-5-15 4-5-2 4-5-2 8-8-8 4-3-6 12-11-14 4-3-6 15-8-9 2-8-12 17-5-0 1-8-7 0-6-86-4-30-6-88.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.39 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 9-11 9-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)8=0-4-15, 11=0-3-8 Max Horz 11=96(LC 11) Max Grav 8=727(LC 1), 11=666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-517/27, 4-5=-517/28 BOT CHORD 9-11=-22/479, 8-9=0/386 WEBS 4-9=0/303, 5-8=-625/32, 3-11=-522/41 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-8, Exterior(2R) 8-8-8 to 11-8-8, Interior(1) 11-8-8 to 17-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D09 Truss Type Roof Special Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511407 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:34 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-1NRHYXfkpq_yIVfOT1TUWu06ME4ZZzBvXqatdkzfHOx Scale = 1:37.3 1 2 3 4 5 10 9 8 7 6 11 12 4x5 4x5 5x6 3x6 3x6 5x6 4x5 4x8 3x5 5x10 3x5 5x10 0-11-00-11-0 3-3-12-4-1 8-8-85-5-7 14-2-95-6-1 16-6-02-3-7 17-5-00-11-0 3-3-1 3-3-1 8-8-8 5-5-7 14-2-9 5-6-1 17-5-0 3-2-7 0-6-86-4-30-6-81-0-08.00 12 Plate Offsets (X,Y)-- [1:0-1-5,0-8-9], [1:0-0-0,0-0-6], [2:0-0-12,0-2-4], [4:0-0-12,0-2-4], [5:0-1-5,0-8-9], [5:Edge,0-0-6], [10:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.66 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.19 0.20 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-10,4-6: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E , Right: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 5=0-3-8 Max Horz 1=96(LC 11) Max Grav 1=685(LC 1), 5=685(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1035/0, 2-3=-846/3, 3-4=-848/0, 4-5=-1036/0 BOT CHORD 1-10=-15/761, 8-9=-43/1374, 7-8=0/1396, 5-6=0/761 WEBS 2-8=-780/114, 3-8=0/524, 4-8=-792/84 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-5, Interior(1) 3-1-5 to 8-8-8, Exterior(2R) 8-8-8 to 11-8-8, Interior(1) 11-8-8 to 17-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B01 Truss Type Half Hip Girder Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511408 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:58 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-5SGg_DD9ImS3zzvTMTq13IXxajnV7aZcFDszMqzfHPV Scale = 1:51.3 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x8 3x6 2x4 8x12 MT20HS 4x6 3x5 3x5 3x5 4x8 6x8 3x8 6x8 5x10 5x6 5x6 3x5 3x8 2x4 5x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-11-00-11-0 4-0-63-1-6 7-11-03-10-10 12-3-44-4-4 16-7-84-4-4 20-11-04-3-8 25-6-04-7-0 4-0-6 4-0-6 7-11-0 3-10-10 12-3-4 4-4-4 16-7-8 4-4-4 20-11-0 4-3-8 25-6-0 4-7-0 0-6-85-8-05-9-134-8-01-0-05-8-08.00 12 Plate Offsets (X,Y)-- [1:0-0-5,0-6-13], [1:0-5-0,0-0-2], [4:0-4-0,0-1-9], [10:Edge,0-3-8], [12:0-7-0,Edge], [15:0-3-8,0-3-0], [16:0-4-0,0-4-0], [17:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.76 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.07 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 147 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-14: 2x6 SP 2400F 2.0E, 10-12: 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-12 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS. (size)10=Mechanical, 18=0-3-8 Max Horz 18=132(LC 8) Max Uplift 10=-250(LC 5), 18=-202(LC 8) Max Grav 10=2127(LC 1), 18=2152(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-412/41, 2-3=-2451/271, 3-4=-2806/361, 4-6=-2267/315, 6-7=-2923/364, 7-8=-1917/232 BOT CHORD 1-18=-26/331, 17-18=-152/331, 16-17=-307/1996, 15-16=-344/2709, 7-12=-64/669, 11-12=-366/2945, 10-11=-232/1917 WEBS 3-17=-594/102, 3-16=-164/460, 4-16=-157/1260, 6-16=-735/94, 12-15=-332/2631, 6-12=-44/331, 7-11=-1444/188, 8-11=-122/1437, 8-10=-2661/323, 2-18=-1708/197, 2-17=-161/1732 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=250, 18=202. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 770 lb down and 195 lb up at 7-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B01 Truss Type Half Hip Girder Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511408 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:58 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-5SGg_DD9ImS3zzvTMTq13IXxajnV7aZcFDszMqzfHPV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=-60, 1-13=-20, 10-12=-20 Concentrated Loads (lb) Vert: 5=-46(F) 16=-770(F) 19=-46(F) 20=-46(F) 21=-46(F) 22=-57(F) 23=-57(F) 24=-57(F) 25=-57(F) 26=-139(F) 27=-139(F) 28=-139(F) 29=-139(F) 30=-128(F) 31=-128(F) 32=-128(F) 33=-128(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B02 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511409 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:03:59 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-Zeq2CZEn34awb7UfvALGbW44z7A7s8FmUtbWvGzfHPU Scale = 1:48.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 171819 20 21 5x8 4x8 6x8 3x6 3x5 3x6 3x5 4x8 4x5 4x8 3x8 4x8 3x5 2x4 0-11-00-11-0 9-11-09-0-0 16-7-86-8-8 19-2-72-6-14 25-6-06-3-9 5-0-6 5-0-6 9-11-0 4-10-10 16-7-8 6-8-8 19-2-7 2-6-14 25-6-0 6-3-9 0-6-87-0-07-1-131-11-71-0-07-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-1-9], [6:0-4-0,0-1-9], [7:0-3-0,0-1-8], [10:0-6-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.55 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 0.03 (loc) 13-14 13-14 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=Mechanical, 14=0-3-8 Max Horz 14=111(LC 12) Max Grav 8=970(LC 1), 14=1059(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-330/0, 2-3=-309/0, 3-4=-1082/14, 4-5=-989/7, 5-6=-788/25, 6-7=-1053/0, 7-8=-912/0 BOT CHORD 13-14=-60/899, 9-10=0/979 WEBS 10-13=-2/774, 4-10=-63/272, 5-9=-493/64, 6-9=-1/376, 7-9=0/733, 3-14=-993/23 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-11-0, Exterior(2R) 9-11-0 to 14-1-15, Interior(1) 14-1-15 to 19-2-7, Exterior(2R) 19-2-7 to 23-5-5, Interior(1) 23-5-5 to 25-4-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B03 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511410 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:01 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-V1xocFG1bhqeqRd21bNkgx9TMwp2K0j2xB4dz9zfHPS Scale = 1:55.1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x8 2x4 3x6 2x4 2x4 8x10 3x5 4x5 3x10 3x5 3x8 4x8 6x8 2x4 3x5 0-11-00-11-0 6-0-65-1-6 11-11-05-10-10 16-7-84-8-8 25-6-08-10-8 6-0-6 6-0-6 11-11-0 5-10-10 16-7-8 4-8-8 17-2-7 0-6-14 21-2-7 4-0-1 25-6-0 4-3-9 0-6-88-4-08-5-131-11-71-0-08-4-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,0-1-9], [6:0-5-5,Edge], [10:0-4-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.65 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 0.03 (loc) 9-10 9-10 9 l/defl >999 >721 n/a L/d 240 180 n/a PLATES MT20 Weight: 137 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (size)9=Mechanical, 15=0-3-8 Max Horz 15=125(LC 12) Max Grav 9=970(LC 1), 15=1059(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1211/0, 3-4=-988/27, 4-5=-794/23, 5-6=-797/21, 6-7=-968/12 BOT CHORD 12-13=-43/946, 5-10=-257/67, 9-10=0/732 WEBS 3-12=-286/84, 10-12=0/791, 7-9=-975/0, 6-10=0/438, 2-15=-947/29, 2-13=0/854 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-11-0, Exterior(2R) 11-11-0 to 16-1-15 , Interior(1) 16-1-15 to 17-2-7, Exterior(2R) 17-2-7 to 21-3-13, Interior(1) 21-3-13 to 25-4-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B04 Truss Type Hip Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511411 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:02 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-zDVBqbHfM?yVSaCEbJuzD8haKKD33ZQCArqAVbzfHPR Scale = 1:61.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x6 5x8 5x8 3x8 3x6 2x4 3x5 6x10 3x5 3x5 4x5 3x5 3x10 6x8 2x4 3x5 0-11-00-11-0 7-0-66-1-6 13-11-06-10-10 15-2-71-3-7 17-11-62-9-0 25-6-07-6-10 7-0-6 7-0-6 13-11-0 6-10-10 15-2-7 1-3-7 17-11-6 2-9-0 25-6-0 7-6-10 0-6-89-8-09-9-131-11-71-0-09-8-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-4-0,0-1-9], [6:0-2-12,0-0-12], [8:0-3-8,Edge], [9:Edge,0-1-8], [10:0-4-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.40 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.22 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 3-13, 5-12, 6-12 REACTIONS. (size)9=Mechanical, 16=0-3-8 Max Horz 16=146(LC 9) Max Grav 9=970(LC 1), 16=1059(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1226/0, 3-5=-895/33, 5-6=-610/49, 6-7=-1016/88, 7-8=-1071/0, 8-9=-892/0 BOT CHORD 14-16=-139/255, 13-14=-38/944, 12-13=0/641, 7-10=-390/167 WEBS 3-13=-388/95, 5-13=0/381, 5-12=-314/59, 10-12=0/645, 6-10=-70/590, 8-10=0/692, 2-16=-938/40, 2-14=0/788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-11-0, Exterior(2E) 13-11-0 to 15-2-7, Exterior(2R) 15-2-7 to 19-5-5, Interior(1) 19-5-5 to 25-4-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B05 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511412 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:03 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-RP3Z1xHH7I4M4knQ80PCmMEmbkSQo?3LPVZk21zfHPQ Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x6 4x6 3x5 3x8 3x6 3x5 4x5 3x10 3x5 4x8 2x4 3x5 0-11-00-11-0 7-4-46-5-4 14-6-117-2-7 25-6-010-11-5 7-4-4 7-4-4 14-6-11 7-2-7 19-10-10 5-3-14 25-6-0 5-7-6 0-6-810-3-02-11-78.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.84 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.71 0.02 (loc) 8-9 8-9 8 l/defl >825 >410 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 6-9, 6-8 REACTIONS. (size)8=Mechanical, 12=0-3-8 Max Horz 12=153(LC 9) Max Grav 8=970(LC 1), 12=1059(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1221/0, 3-5=-872/44, 5-6=-835/50 BOT CHORD 11-12=-138/289, 9-11=-46/939, 8-9=0/645 WEBS 3-9=-417/115, 5-9=0/523, 6-8=-903/0, 2-12=-910/59, 2-11=0/755 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-11, Exterior(2R) 14-6-11 to 17-6-11 , Interior(1) 17-6-11 to 25-4-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B06 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511413 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:05 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-NoBJScJYewK4J2xpGRSgrnJ4dXAaGmdesp2r6wzfHPO Scale: 3/16"=1' 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 3x6 4x6 3x6 3x8 3x6 3x5 4x5 3x8 4x8 2x4 3x8 2x4 3x5 0-11-00-11-0 7-4-46-5-4 14-6-117-2-7 25-4-410-9-9 25-6-00-1-12 29-1-73-7-7 7-4-4 7-4-4 14-6-11 7-2-7 21-9-2 7-2-7 29-1-7 7-4-4 0-6-810-3-00-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.74 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.55 0.02 (loc) 9-10 9-10 9 l/defl >999 >529 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 3-10, 7-10 REACTIONS. (size)9=0-3-8, 13=0-3-8 Max Horz 13=-158(LC 8) Max Grav 9=1288(LC 1), 13=1041(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1197/0, 3-5=-841/49, 5-7=-848/57, 7-8=-149/388 BOT CHORD 12-13=-121/300, 10-12=-13/924, 9-10=0/550 WEBS 3-10=-422/112, 5-10=0/480, 7-9=-1299/129, 2-13=-899/61, 2-12=0/735 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-11, Exterior(2R) 14-6-11 to 17-6-11 , Interior(1) 17-6-11 to 29-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B07 Truss Type Roof Special Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511414 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:07 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-KBJ4tIKoAXaoYM5CNsU8wCPSpLvJkqVxK7XxBozfHPM Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 3x8 4x6 3x6 3x8 3x6 4x5 3x5 3x10 2x4 3x8 3x5 4x8 8x10 3x5 5x10 4x5 2x4 3x5 0-11-0 0-11-0 7-4-4 6-5-4 16-7-4 9-3-0 23-2-0 6-6-12 25-4-4 2-2-4 25-6-0 0-1-12 29-1-7 3-7-7 7-4-4 7-4-4 14-6-11 7-2-7 16-7-4 2-0-8 23-2-0 6-6-12 25-4-4 2-2-4 29-1-7 3-9-3 0-6-810-3-00-6-81-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [10:0-3-8,Edge], [13:0-7-4,0-2-8], [14:0-4-8,Edge], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.53 0.53 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.38 0.03 (loc) 15-16 15-16 11 l/defl >999 >777 n/a L/d 240 180 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-14 REACTIONS. (size)11=0-3-8, 18=0-3-8 Max Horz 18=-158(LC 8) Max Grav 11=1294(LC 1), 18=1035(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1206/0, 3-5=-801/49, 5-6=-855/81, 6-8=-951/35, 8-9=-581/0, 9-10=-82/282 BOT CHORD 16-18=-143/269, 6-14=-310/130, 13-14=0/519, 8-13=-538/78 WEBS 3-14=-430/89, 14-16=-20/840, 5-14=-60/596, 9-11=-1104/0, 9-13=0/828, 2-18=-941/30, 2-16=0/777 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-11, Exterior(2R) 14-6-11 to 17-6-11 , Interior(1) 17-6-11 to 29-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B08 Truss Type Roof Special Qty 4 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511415 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:08 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-oNsS4eLQxrifAVgOxZ?NTPxd1lFpTHd4YnHVjFzfHPL Scale = 1:65.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 3x8 4x6 3x6 3x8 4x5 3x5 4x8 2x4 3x8 3x5 4x8 8x10 3x5 5x10 4x5 2x4 3x5 0-11-0 0-11-0 7-4-4 6-5-4 15-5-8 8-1-4 23-2-0 7-8-7 25-4-4 2-2-4 25-6-0 0-1-12 29-1-7 3-7-7 7-4-4 7-4-4 14-6-11 7-2-7 15-5-8 0-10-13 23-2-0 7-8-7 25-4-4 2-2-4 29-1-7 3-9-3 0-6-810-3-00-6-81-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [10:0-3-8,Edge], [13:0-7-12,0-2-8], [14:0-3-12,Edge], [15:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.51 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.28 0.03 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 148 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-14 REACTIONS. (size)11=0-3-8, 17=0-3-8 Max Horz 17=158(LC 9) Max Grav 11=1294(LC 1), 17=1035(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1199/0, 3-5=-854/38, 5-6=-867/121, 6-8=-948/45, 8-9=-580/0, 9-10=-83/284 BOT CHORD 16-17=-136/283, 6-14=-471/210, 13-14=0/550, 8-13=-545/92 WEBS 3-14=-383/95, 9-11=-1103/0, 9-13=0/855, 2-17=-924/41, 2-16=0/755, 14-16=-2/877, 5-14=-138/739 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-11, Exterior(2R) 14-6-11 to 17-6-11 , Interior(1) 17-6-11 to 29-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B09 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511416 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:09 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-GZQqI_M2i8qWofFaVHWc?dUou9WtCb0EnR02FhzfHPK Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 3x6 4x6 3x6 3x8 4x6 3x8 3x5 4x5 3x5 3x5 4x5 2x4 2x4 3x5 0-11-00-11-0 7-4-46-5-4 8-8-11-3-13 14-6-115-10-10 25-8-911-1-14 25-11-10-2-8 29-1-73-2-6 7-4-4 7-4-4 14-6-11 7-2-7 21-9-2 7-2-7 25-8-9 3-11-7 29-1-7 3-4-13 0-6-810-3-00-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [9:Edge,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.78 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.60 0.02 (loc) 10-11 10-11 10 l/defl >984 >489 n/a L/d 240 180 n/a PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 3-11, 7-11 REACTIONS. (size)10=0-4-15, 14=0-3-8 Max Horz 14=-158(LC 8) Max Grav 10=1275(LC 1), 14=1054(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1215/0, 3-5=-864/48, 5-7=-864/54 BOT CHORD 13-14=-120/303, 11-13=-12/937, 10-11=0/581 WEBS 3-11=-418/112, 5-11=0/495, 7-10=-1117/66, 2-14=-910/60, 2-13=0/746 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-11, Exterior(2R) 14-6-11 to 17-6-11 , Interior(1) 17-6-11 to 29-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss B10 Truss Type Common Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511417 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:10 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-km_CVKNgTSyMPppn3_1rYq1xGYryxA2N05mco7zfHPJ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x8 4x6 4x8 3x8 4x6 3x8 3x5 4x5 3x5 3x8 4x5 4x5 2x4 3x5 3x5 0-11-0 0-11-0 7-4-4 6-5-4 14-6-11 7-2-7 25-8-9 11-1-14 27-8-9 2-0-0 27-11-1 0-2-8 29-1-7 1-2-6 7-4-4 7-4-4 14-6-11 7-2-7 21-9-2 7-2-7 25-8-9 3-11-7 29-1-7 3-4-13 0-6-810-3-00-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [6:0-4-0,Edge], [8:0-1-4,0-1-8], [9:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.85 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.62 0.04 (loc) 11-12 11-12 10 l/defl >999 >520 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS. (size)15=0-3-8, 10=0-4-15 Max Horz 15=158(LC 9) Max Grav 15=1156(LC 1), 10=1173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1365/0, 3-5=-1031/42, 5-7=-1031/42, 7-8=-1116/0 BOT CHORD 14-15=-119/309, 12-14=-2/1057, 11-12=0/1002, 10-11=0/902 WEBS 3-12=-408/113, 7-12=-341/134, 5-12=0/634, 8-11=0/382, 2-15=-1007/52, 2-14=0/865, 8-10=-1525/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-11, Exterior(2R) 14-6-11 to 17-6-11 , Interior(1) 17-6-11 to 29-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D04 Truss Type Diagonal Hip Girder Qty 1 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511418 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:26 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-GryFsoZjiNz5KG2r?LKcBChm9?SnhQMkhaeSMCzfHP3 Scale = 1:38.9 1 2 3 4 5 9 8 7 6 10 11 12 13 14 2x4 3x8 3x5 4x5 3x5 3x5 3x8 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED1-2-13 1-2-13 1-5-5 0-2-8 6-1-5 4-8-0 11-0-14 4-11-8 3-8-6 3-8-6 7-2-14 3-6-8 11-0-14 3-10-0 0-6-85-9-25.66 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-1], [1:0-2-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.27 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.04 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-9. REACTIONS. (size)7=Mechanical, 9=0-4-15 Max Horz 9=126(LC 8) Max Uplift 7=-167(LC 8), 9=-12(LC 8) Max Grav 7=798(LC 1), 9=517(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-435/37 BOT CHORD 8-9=-130/398, 7-8=-82/296 WEBS 3-8=0/254, 3-7=-423/117, 2-9=-675/65 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 7=167. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "NAILED" indicates 3-10d skew 45 to 135 degrees (0.148" x 3") toe-nails per NDS guidelines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-20, 1-6=-20 Concentrated Loads (lb) Vert: 4=-97(F=-49, B=-49) 7=-249(F=-124, B=-124) 11=-58(F=-29, B=-29) 13=1(F=1, B=1) 14=-38(F=-19, B=-19) March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D06 Truss Type Jack-Partial Qty 4 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511419 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:30 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-9cCmi9cDmbUXpuLdEBOYM2sSKcopdEnKcCcfVzzfHP? Scale = 1:35.1 1 2 3 9 8 7 6 10 11 4 5 3x5 2x4 4x6 3x5 3x5 2x4 2x4 0-11-00-11-0 3-3-12-4-1 7-11-04-7-15 1-8-7 1-8-7 3-3-1 1-6-10 5-5-4 2-2-4 7-11-0 2-5-12 0-6-85-9-134-9-135-4-101-0-08.00 12 Plate Offsets (X,Y)-- [3:0-0-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.33 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.02 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)4=Mechanical, 5=Mechanical, 9=0-3-8 Max Horz 9=126(LC 12) Max Uplift 4=-30(LC 12), 5=-9(LC 12) Max Grav 4=117(LC 1), 5=157(LC 3), 9=363(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-167/399 WEBS 3-6=-415/174 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-1-5, Interior(1) 3-1-5 to 7-10-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D05 Truss Type Jack-Partial Qty 4 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511420 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:29 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-gPeOVqbb?IMgBkmQgTtJprJHMDS_uprANYs6zXzfHP0 Scale = 1:33.7 1 2 3 7 6 8 9 4 5 3x5 2x4 3x8 2x4 2x4 0-11-00-11-0 7-11-07-0-0 3-10-10 3-10-10 7-11-0 4-0-6 0-6-85-9-135-4-105-9-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.37 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.02 (loc) 6-7 6-7 4 l/defl >999 >538 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 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)4=Mechanical, 5=Mechanical, 7=0-3-8 Max Horz 7=126(LC 12) Max Uplift 4=-25(LC 12), 5=-13(LC 12) Max Grav 4=106(LC 1), 5=169(LC 3), 7=363(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-10-4 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D03 Truss Type Jack-Partial Qty 2 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511421 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:24 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-KSqVR6YSAljN5zuTtwH86ncSyCmgDYsREG9LHJzfHP5 Scale: 3/8"=1' 1 2 3 7 6 8 9 4 5 3x5 3x5 2x4 2x4 2x4 0-11-00-11-0 7-4-156-5-15 3-7-10 3-7-10 7-4-15 3-9-5 0-6-85-5-135-0-95-5-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.31 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 -0.01 (loc) 6-7 6-7 4 l/defl >999 >681 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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)4=Mechanical, 5=Mechanical, 7=0-3-8 Max Horz 7=120(LC 12) Max Uplift 4=-26(LC 12), 5=-14(LC 12) Max Grav 4=101(LC 1), 5=154(LC 3), 7=344(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-4-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D02 Truss Type Jack-Open Qty 2 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511422 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:24 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-KSqVR6YSAljN5zuTtwH86ncR6Co5DZQREG9LHJzfHP5 Scale = 1:24.7 1 2 5 6 3 4 3x8 2x4 2x4 0-11-00-11-0 5-4-154-5-15 5-4-15 5-4-15 0-6-84-1-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.16 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-3-8 Max Horz 5=94(LC 12) Max Uplift 3=-51(LC 12) Max Grav 3=116(LC 19), 4=78(LC 3), 5=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-4-3 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D01 Truss Type Jack-Open Qty 2 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511423 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:23 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-sGG7EmXqPSbWTpJHJDmvZa3J3oURU6MI?cPoltzfHP6 Scale = 1:17.0 1 2 5 6 3 43x5 2x4 2x4 0-11-00-11-0 3-4-152-5-15 3-4-15 3-4-15 0-6-82-9-138.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.05 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-3-8 Max Horz 5=61(LC 12) Max Uplift 3=-32(LC 12), 4=-1(LC 12) Max Grav 3=58(LC 19), 4=36(LC 3), 5=196(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-4-3 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C05 Truss Type GABLE Qty 2 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511424 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:17 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-16vszjS3qcrNlus7zyfVKJpHeNRL4OgPdgyTXDzfHPC Scale = 1:28.9 2 3 4 5 6 7 8 14 13 12 11 10 1 15 16 9 4x5 3x5 3x5 14-4-814-4-8 7-2-4 7-2-4 14-4-8 7-2-4 4-9-80-1-60-1-108.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.06 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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 14-4-8. (lb) - Max Horz 1=73(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 2, 8, 12, 13, 14, 11, 10 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-2-4, Interior(1) 3-2-4 to 7-2-4, Exterior(2R) 7-2-4 to 10-2-4, Interior(1) 10-2-4 to 14-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, 13, 14, 11, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss C06 Truss Type Piggyback Qty 17 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511425 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:18 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-VITEB3ThavzEN2RJXgBksWMQ1nmYprRZrKi14gzfHPB Scale = 1:30.1 1 2 3 4 5 67 10 9 8 11 12 4x5 3x5 3x5 2x4 2x4 2x4 2x4 2x4 14-4-814-4-8 7-2-4 7-2-4 14-4-8 7-2-4 0-4-74-9-80-1-100-4-70-1-108.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-1-8], [6:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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 12-10-4. (lb) - Max Horz 2=73(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=267(LC 1), 10=306(LC 25), 8=306(LC 26) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-2-4, Interior(1) 3-2-4 to 7-2-4, Exterior(2R) 7-2-4 to 10-2-4, Interior(1) 10-2-4 to 14-1-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 8. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. March 1,2022 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21060018-G Truss D11 Truss Type Common Qty 5 Ply 1 EPCON RT OPTIONS-D2 Portico SR,CP,SP Job Reference (optional) I50511426 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Mar 1 13:04:37 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:jsCnjRvHCzwaAueLKLKJd?ygyrr-Ry7PAZic6lMX9zOz890B8XedeR85mPgMDnoXE3zfHOu Scale = 1:39.7 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 4x5 4x8 3x8 2x4 3x5 2x4 2x4 2x4 3x5 5x10 3x8 0-11-0 0-11-0 8-8-8 7-9-8 13-8-9 5-0-1 16-1-8 2-4-15 16-3-0 0-1-8 17-5-0 1-2-0 3-8-7 3-8-7 8-8-8 5-0-1 13-8-9 5-0-1 16-1-8 2-4-15 17-5-0 1-3-8 0-6-86-4-30-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6], [1:0-1-5,0-8-9], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.54 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.30 0.01 (loc) 1-9 1-9 8 l/defl >999 >545 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x10 SP 2400F 2.0E , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-9. REACTIONS. (size)8=0-4-8, 7=0-3-0, 1=0-3-8 Max Horz 1=-96(LC 10) Max Grav 8=740(LC 1), 7=120(LC 26), 1=523(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-673/30, 2-3=-440/25, 3-4=-435/32 BOT CHORD 1-9=-49/533 WEBS 2-9=-270/109, 4-9=0/386, 4-8=-688/10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-8-8, Exterior(2R) 8-8-8 to 11-8-8, Interior(1) 11-8-8 to 17-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. March 1,2022 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths