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HomeMy WebLinkAboutTruss Seals CC Lot 92 Bonesho16023 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). February 25,2022 Liu, Xuegang Pages or sheets covered by this seal: I50434292 thru I50434330 My license renewal date for the state of Indiana is July 31, 2022. D2_Bonus_ElevA_Slab_CP Epcon Portico BR A 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 D2_BONUS_ELEVA_SLAB_~P Truss A01 Truss Type Common Supported Gable Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434292 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:01 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-zB3jdAZSdCHd6cmqvqLSbQXXwTJuvPvfcl21mEzhwRG Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x6 5x6 3x6 3x5 3x5 3x8 3x6 3x6 0-10-80-10-8 35-9-834-11-0 18-4-0 18-4-0 35-9-8 17-5-8 0-6-812-9-31-1-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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-S 0.14 0.12 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 22 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 219 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-32, 10-33, 9-35, 7-36, 12-30, 13-29, 15-28 REACTIONS.All bearings 34-11-0. (lb) - Max Horz 41=227(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 33, 35, 36, 37, 38, 39, 41, 30, 29, 28, 27, 26, 25, 24 except 22=-245(LC 13), 40=-119(LC 14), 23=-145(LC 15) Max Grav All reactions 250 lb or less at joint(s) 22, 33, 35, 36, 37, 38, 39, 40, 30, 29, 28, 27, 26, 25, 24 except 32=324(LC 27), 41=294(LC 26), 23=304(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-140/287, 10-11=-163/321, 11-12=-163/321, 12-13=-140/292, 13-15=-112/263, 20-21=-198/261 WEBS 11-32=-302/111 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) gable end zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 18-4-0, Corner(3R) 18-4-0 to 21-4-0, Exterior(2N) 21-4-0 to 35-7-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 35, 36, 37, 38, 39, 41, 30, 29, 28, 27, 26, 25, 24 except (jt=lb) 22=245, 40=119, 23=145. 10) N/A 11) 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.February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A02 Truss Type ATTIC GIRDER Qty 2 Ply 3 Epcon Portico BR A Job Reference (optional) I50434293 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:03 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-wZBU2sai9pXLLwvD1FNwgrciDGopNCWy33X8q6zhwRE Scale = 1:81.4 2 3 4 5 6 7 8 9 1 16 15 14 13 11 10 17 25 26 27 28 29 12 30 8x10 8x10 10x12 3x6 10x12 5x10 3x10 10x12 10x12 3x6 5x8 5x6 3x6 5x8 8x12 MT20HS8x10 16-10-88-1-140-10-8 0-10-8 5-3-14 4-5-6 9-8-12 4-4-14 14-6-3 4-9-7 18-4-0 3-9-13 24-1-0 5-9-0 26-10-12 2-9-12 31-3-14 4-5-2 35-9-8 4-5-10 5-3-14 5-3-14 9-8-12 4-4-14 12-10-11 3-1-15 14-3-12 1-5-1 18-4-0 4-0-4 22-4-4 4-0-4 23-9-5 1-5-1 26-10-12 3-1-7 31-3-14 4-5-2 35-9-8 4-5-10 0-6-812-9-31-1-88.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-7-8], [3:0-7-3,0-2-4], [7:0-6-15,0-0-12], [8:0-6-0,0-7-8], [11:0-3-8,0-7-8], [14:0-3-8,0-6-4] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.86 0.93 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.76 -1.09 0.07 -0.52 (loc) 12-14 12-14 9 11-14 l/defl >377 >262 n/a 393 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 1093 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x10 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2, 5-17: 2x10 SP 2400F 2.0E 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: 2-2-0 oc bracing: 11-12. JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)9=Mechanical, 1=0-3-8, 12=0-4-15 Max Horz 1=-214(LC 10) Max Grav 9=7123(LC 3), 1=12763(LC 3), 12=2871(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-19141/620, 2-3=-16685/531, 3-4=-12168/476, 4-5=-1429/160, 5-6=-2805/152, 6-7=-11858/486, 7-8=-14393/501, 8-9=-10154/355 BOT CHORD 1-15=-484/15682, 14-15=-484/15678, 12-14=-291/11680, 11-12=-291/11680, 10-11=-250/8413, 9-10=-249/8368 WEBS 2-15=-190/311, 2-14=-5140/242, 3-14=-111/6570, 7-11=-107/4657, 8-11=-210/4207, 8-10=-5478/184, 4-17=-10926/454, 6-17=-10921/454, 5-17=-2/941 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x10 - 4 rows staggered at 0-4-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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) gable end zone and C-C Exterior(2E) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 18-4-0, Exterior(2R) 18-4-0 to 21-4-0, Interior(1) 21-4-0 to 35-9-8 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 6) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-17, 6-17 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 12-14, 11-12 12) Refer to girder(s) for truss to truss connections. 13) 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.Continued on page 2 February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A02 Truss Type ATTIC GIRDER Qty 2 Ply 3 Epcon Portico BR A Job Reference (optional) I50434293 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:03 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-wZBU2sai9pXLLwvD1FNwgrciDGopNCWy33X8q6zhwRE NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 15) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 23-25=-51, 3-25=-241(F=-190), 3-4=-251(F=-190), 4-26=-241(F=-190), 5-26=-51, 5-6=-51, 6-7=-61, 7-9=-51, 1-29=-20, 11-29=-230(F=-210), 11-18=-20, 4-6=-10 Concentrated Loads (lb) Vert: 5=-2030(F) 30=-1015(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 D2_BONUS_ELEVA_SLAB_~P Truss A02A Truss Type ATTIC GIRDER Qty 1 Ply 3 Epcon Portico BR A Job Reference (optional) I50434294 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:04 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-OmlsGCbKw7fCz4UPbyu9D39tXgBt6k06IjGhMZzhwRD Scale = 1:76.9 2 3 4 5 6 7 1 12 11 10 8 13 18 19 20 9 8x10 4x8 8x12 MT20HS 10x12 3x10 5x6 3x6 5x10 5x10 3x6 5x8 4x6 16-10-8 8-1-140-10-8 0-10-8 5-3-14 4-5-6 9-8-12 4-4-14 14-6-3 4-9-7 18-4-0 3-9-13 24-1-0 5-9-0 27-0-8 2-11-8 5-3-14 5-3-14 9-8-12 4-4-14 12-10-11 3-1-15 14-3-12 1-5-1 18-4-0 4-0-4 22-4-4 4-0-4 23-9-5 1-5-1 27-0-8 3-3-3 0-6-812-9-36-11-87-1-138.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-7-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.89 0.68 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.71 -1.07 0.01 -0.71 (loc) 9-11 9-11 8 9-11 l/defl >402 >266 n/a 485 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 819 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x10 SP 2400F 2.0E BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2, 7-8: 2x4 SPF 1650F 1.5E 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. JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)1=0-3-8, 9=0-4-15, 8=0-3-8 Max Horz 1=238(LC 14) Max Uplift 8=-2189(LC 34) Max Grav 1=2351(LC 3), 9=7365(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4170/53, 2-3=-1260/22, 3-4=-1126/99, 4-5=-4846/272, 5-6=-5284/282, 6-7=-1552/63, 7-8=-2191/126 BOT CHORD 1-12=-253/3407, 11-12=-251/3366, 9-11=-82/405, 8-9=-82/405 WEBS 2-12=-135/2788, 2-11=-3705/210, 3-11=-340/303, 4-13=-224/4713, 6-13=-224/4712 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x10 - 3 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 18-4-0, Exterior(2R) 18-4-0 to 21-4-0, Interior(1) 21-4-0 to 26-10-12 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 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-13, 6-13 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 9-11, 8-9 11) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=2189. Continued on page 2 February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A02A Truss Type ATTIC GIRDER Qty 1 Ply 3 Epcon Portico BR A Job Reference (optional) I50434294 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:04 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-OmlsGCbKw7fCz4UPbyu9D39tXgBt6k06IjGhMZzhwRD NOTES- 13) 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. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 9 lb up at 18-8-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-16=-51, 3-4=-61, 4-5=-51, 5-7=-51, 1-11=-20, 11-20=-130(F=-110), 8-20=-20, 4-6=-10 Concentrated Loads (lb) Vert: 5=-1440(F) 20=-125(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 D2_BONUS_ELEVA_SLAB_~P Truss A03 Truss Type ATTIC Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434295 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:05 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-syIETYczhRn3bE3c8gPOlGh3D4ZHrBiFXN0Fv?zhwRC Scale = 1:76.4 2 3 4 5 6 7 8 1 12 11 9 13 20 21 22 10 4x5 4x5 6x10 4x8 5x6 6x8 8x10 5x6 3x6 5x6 2x4 2x4 5x6 4x6 16-10-8 0-10-80-10-8 9-8-128-10-4 18-4-08-7-4 23-11-55-7-5 27-0-83-1-3 9-8-12 9-8-12 12-10-11 3-1-15 13-7-8 0-8-13 18-4-0 4-8-8 23-0-8 4-8-8 23-9-5 0-8-13 27-0-8 3-3-3 0-6-812-9-36-4-97-1-138.00 12 Plate Offsets (X,Y)-- [8:0-7-7,Edge], [14:0-1-8,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-2-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.83 0.54 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.60 -0.96 0.00 -0.60 (loc) 10-12 10-12 9 10-12 l/defl >475 >295 n/a 568 L/d 240 180 n/a 360 PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-14,4-5: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 5-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-8 oc bracing. JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)1=0-3-8, 10=0-3-8, 9=0-3-8 Max Horz 1=139(LC 14) Max Uplift 9=-815(LC 34) Max Grav 1=650(LC 26), 10=2056(LC 26), 9=15(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-418/72, 4-5=-268/63, 5-6=-389/51, 6-7=-400/48, 7-8=-266/34, 8-9=-339/41 WEBS 4-12=-455/131, 5-13=-16/252, 7-13=-16/252 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) gable end zone and C-C Exterior(2E) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 18-4-0, Exterior(2R) 18-4-0 to 21-4-0, Interior(1) 21-4-0 to 26-10-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-13, 7-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 10-12, 9-10 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=815. 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) Attic room checked for L/360 deflection. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A04 Truss Type ATTIC Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434296 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:06 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-K8scgudbSkvvDNeoiNwdIUEEnUwdaeXPl0loRRzhwRB Scale = 1:75.1 2 3 4 5 6 7 8 9 10 11 1 16 15 14 12 17 28 29 30 13 31 4x5 5x10 5x8 4x8 4x5 6x8 8x10 5x6 3x6 5x6 3x6 5x6 5x6 2x4 8x10 5x6 16-10-8 8-1-140-10-8 0-10-8 9-8-12 8-10-4 18-4-0 8-7-4 21-11-14 3-7-14 26-10-12 4-10-14 35-9-8 8-10-12 9-8-12 9-8-12 12-10-11 3-1-15 13-7-8 0-8-13 18-4-0 4-8-8 23-0-8 4-8-8 23-9-5 0-8-13 26-10-12 3-1-7 35-9-8 8-10-12 0-6-812-9-31-1-88.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.77 0.47 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.56 -0.78 0.03 -0.56 (loc) 13-15 13-15 11 13-15 l/defl >465 >334 n/a 525 L/d 240 180 n/a 360 PLATES MT20 Weight: 260 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-18,4-5: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)1=0-3-8, 11=Mechanical, 13=0-4-15 Max Horz 1=-213(LC 10) Max Grav 1=1504(LC 26), 11=1118(LC 26), 13=1570(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1442/0, 4-5=-1160/82, 5-6=-320/60, 6-7=-333/42, 7-8=-1229/116, 8-11=-1521/80 BOT CHORD 1-15=0/1162, 13-15=0/1162, 12-13=0/1162, 11-12=0/1162 WEBS 4-15=-163/314, 8-12=-352/269, 5-17=-1063/148, 7-17=-1063/148 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) gable end zone and C-C Exterior(2E) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 18-4-0, Exterior(2R) 18-4-0 to 21-4-0, Interior(1) 21-4-0 to 35-8-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-15, 12-13 8) Refer to girder(s) for truss to truss connections. 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) Attic room checked for L/360 deflection. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A05 Truss Type ATTIC Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434297 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:10 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-Cv67WFg5WzPLh?yZxD?ZSKPwr5IZWSa_gej0aCzhwR7 Scale = 1:75.1 2 3 4 5 6 7 8 9 10 11 1 16 15 14 12 17 28 29 30 13 31 4x5 5x10 5x8 4x8 4x5 6x8 8x10 5x6 3x6 5x6 3x6 5x6 5x6 2x4 8x10 5x6 16-10-8 8-1-140-10-8 0-10-8 9-8-12 8-10-4 18-4-0 8-7-4 21-11-2 3-7-2 26-10-12 4-11-10 35-9-8 8-10-12 9-8-12 9-8-12 12-10-11 3-1-15 13-7-8 0-8-13 18-4-0 4-8-8 23-0-8 4-8-8 23-9-5 0-8-13 26-10-12 3-1-7 35-9-8 8-10-12 0-6-812-9-31-1-88.00 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.77 0.47 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.55 -0.77 0.03 -0.55 (loc) 13-15 13-15 11 13-15 l/defl >467 >336 n/a 532 L/d 240 180 n/a 360 PLATES MT20 Weight: 260 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-18,4-5: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 1-6-0, Right 2x4 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)1=0-3-8, 11=Mechanical, 13=0-3-8 Max Horz 1=-213(LC 10) Max Grav 1=1500(LC 26), 11=1118(LC 26), 13=1572(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1438/0, 4-5=-1157/83, 5-6=-320/60, 6-7=-333/42, 7-8=-1226/116, 8-11=-1516/80 BOT CHORD 1-15=0/1158, 13-15=0/1158, 12-13=0/1158, 11-12=0/1158 WEBS 4-15=-165/310, 8-12=-351/266, 5-17=-1057/147, 7-17=-1057/147 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) gable end zone and C-C Exterior(2E) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 18-4-0, Exterior(2R) 18-4-0 to 21-4-0, Interior(1) 21-4-0 to 35-8-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-15, 12-13 8) Refer to girder(s) for truss to truss connections. 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) Attic room checked for L/360 deflection. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A06 Truss Type ATTIC Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434298 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:13 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-dUnF8Hi_puowYSg8cLYG4y0VMINijoUQMcygBXzhwR4 Scale = 1:75.1 2 3 4 5 6 7 8 9 10 11 1 16 15 14 12 17 26 27 13 5x10 4x8 4x8 5x8 6x8 5x6 2x4 5x6 5x6 5x6 2x4 5x6 5x6 2x4 6x8 5x6 8-1-1412-5-0 0-10-80-10-8 11-10-410-11-12 21-11-210-0-14 24-6-122-7-10 35-9-811-2-12 6-4-10 6-4-10 11-10-4 5-5-10 12-10-11 1-0-7 13-7-8 0-8-13 18-4-0 4-8-8 23-0-8 4-8-8 23-9-5 0-8-13 24-6-12 0-9-7 30-1-14 5-7-2 35-9-8 5-7-10 0-6-812-9-31-1-88.00 12 Plate Offsets (X,Y)-- [1:0-5-11,0-2-8], [8:0-3-0,0-2-0], [11:0-0-0,0-1-1] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.50 0.25 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.24 -0.35 0.03 0.09 (loc) 13-15 13-15 11 12-13 l/defl >999 >732 n/a 702 L/d 240 180 n/a 360 PLATES MT20 Weight: 269 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 7-18,4-5: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)1=0-3-8, 11=Mechanical, 13=0-3-8 Max Horz 1=-214(LC 10) Max Uplift 1=-11(LC 14), 13=-88(LC 15) Max Grav 1=1436(LC 26), 11=1203(LC 26), 13=982(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1914/70, 3-4=-1624/45, 4-5=-1249/98, 5-6=-353/54, 6-7=-368/43, 7-8=-1298/128, 8-9=-1668/134, 9-11=-1871/117 BOT CHORD 1-15=-140/1691, 13-15=-7/1349, 12-13=-7/1349, 11-12=-47/1486 WEBS 3-15=-418/163, 4-15=0/467, 8-12=-147/448, 9-12=-318/162, 5-17=-1154/160, 7-17=-1154/160 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) gable end zone and C-C Exterior(2E) 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 18-4-0, Exterior(2R) 18-4-0 to 21-4-0, Interior(1) 21-4-0 to 35-9-8 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-15, 12-13 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 13. 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) Attic room checked for L/360 deflection. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A07 Truss Type Common Supported Gable Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434299 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:15 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-Ztv0ZzkEKV2eomqXkmbk9N6wQ65cBlUjqwRnFQzhwR2 Scale = 1:38.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 4x5 3x6 3x8 3x8 16-1-816-1-8 17-0-00-10-8 8-6-0 8-6-0 17-0-0 8-6-0 0-6-86-2-80-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [9:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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-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=108(LC 13) 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=272(LC 2), 17=283(LC 31), 10=283(LC 32) 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=25ft; 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 8-6-0, Corner(3R) 8-6-0 to 11-6-0, Exterior(2N) 11-6-0 to 17-0-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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. 10) N/A 11) 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A08 Truss Type GABLE Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434300 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:17 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-VG1m_flUs6IM14_vrBdCFoB8ywlhfaQ0HEwtKIzhwR0 Scale = 1:81.9 1 2 3 4 6 7 8 9 5 17 16 15 14 13 12 11 10 33 34 5x6 6x8 4x5 5x8 4x6 3x6 3x6 3x5 5x8 5x6 5x6 3x6 3x6 3x6 3x6 -0-6-100-6-10 3-9-83-9-8 3-9-120-0-4 20-9-1217-0-0 20-11-00-1-4 30-7-09-8-0 -2-0-1 2-0-1 0-10-14 0-10-14 3-6-0 2-7-2 3-9-12 0-3-12 7-8-0 3-10-4 12-3-0 4-7-0 16-10-0 4-7-0 20-9-12 3-11-12 20-11-0 0-1-4 30-7-0 9-8-0 4-7-312-9-30-6-89-2-108.00 12 Plate Offsets (X,Y)-- [20:0-2-1,0-1-0], [25:0-2-1,0-1-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.65 0.18 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 249 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-6: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-5: 2x10 SP 2400F 2.0E OTHERS 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. JOINTS 1 Brace at Jt(s): 5 REACTIONS.All bearings 29-8-8. (lb) - Max Horz 17=-216(LC 15) Max Uplift All uplift 100 lb or less at joint(s) 17, 9 except 16=-1271(LC 20), 12=-1274(LC 20), 10=-140(LC 15) Max Grav All reactions 250 lb or less at joint(s) 10 except 17=308(LC 27), 13=2234(LC 27), 15=2132(LC 26), 9=402(LC 26), 11=328(LC 20), 9=278(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-367/133, 3-4=-546/103, 4-6=-546/90, 6-7=-371/173, 7-9=-323/195, 3-5=-7/360, 5-6=-7/359 WEBS 7-13=-788/262, 2-15=-698/142 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) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-3-0, Exterior(2R) 12-3-0 to 15-3-0 , Interior(1) 15-3-0 to 30-2-14 zone; cantilever right exposed ; end vertical 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 9, 9 except (jt=lb) 16=1271, 12=1274, 10=140. 11) N/A 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A08 Truss Type GABLE Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434300 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:17 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-VG1m_flUs6IM14_vrBdCFoB8ywlhfaQ0HEwtKIzhwR0 NOTES- 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) Attic room checked for L/360 deflection. 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 D2_BONUS_ELEVA_SLAB_~P Truss A09 Truss Type ATTIC Qty 5 Ply 1 Epcon Portico BR A Job Reference (optional) I50434301 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:19 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-Se9XPKnlOkY3GN8IzcfgKDGS_jJX7RyJlYP_OBzhwR_ Scale = 1:77.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 20 21 22 3x5 5x8 6x10 6x8 6x12 5x6 3x6 5x6 2x4 6x8 5x10 6x8 8x12 MT20HS 5x6 16-10-8 8-1-143-7-12 3-7-12 12-3-0 8-7-4 20-9-12 8-6-12 29-8-8 8-10-12 30-7-0 0-10-8 3-7-12 3-7-12 6-9-11 3-1-15 7-6-8 0-8-13 12-3-0 4-8-8 16-11-8 4-8-8 17-8-5 0-8-13 20-9-12 3-1-7 30-7-0 9-9-4 4-7-312-9-30-6-88.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [7:0-5-0,Edge], [8:0-5-0,0-3-8], [12:0-8-0,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.81 0.67 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.72 -1.02 0.02 -0.43 (loc) 10-12 10-12 8 10-12 l/defl >503 >355 n/a 482 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 254 lb FT = 20% GRIP 197/144 187/143 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 7-8: 2x6 SPF No.2, 5-15,2-3: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. WEBS 1 Row at midpt 2-13 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)13=Mechanical, 8=0-3-8 Max Horz 13=-205(LC 10) Max Grav 13=1832(LC 27), 8=1747(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1529/65, 3-4=-342/171, 4-5=-315/200, 5-6=-1470/48, 6-8=-2001/0, 1-13=-351/23 BOT CHORD 12-13=0/1487, 10-12=0/1487, 8-10=0/1487 WEBS 2-12=0/2277, 6-10=-122/782, 3-14=-1535/62, 5-14=-1535/62, 2-13=-3052/0 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=25ft; 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 12-3-0, Exterior(2R) 12-3-0 to 15-3-0 , Interior(1) 15-3-0 to 29-6-12 zone; cantilever right exposed ; end vertical 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=15.4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 2-3, 5-6, 3-14, 5-14 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 10-12 9) Refer to girder(s) for truss to truss connections. 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) Attic room checked for L/360 deflection. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A10 Truss Type ATTIC Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434302 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:20 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-wrivcgnN91gwuXjUXJAvsQpdn7fgstzSzC8YwdzhwQz Scale = 1:78.4 1 2 3 4 5 6 7 14 12 11 10 9 8 15 21 22 13 23 3x5 5x8 6x10 5x10 6x8 6x8 6x12 5x6 3x6 5x6 2x4 8x12 MT20HS 8x12 MT20HS 5x6 16-10-8 8-1-142-5-8 2-5-8 3-7-12 1-2-4 12-3-0 8-7-4 20-9-12 8-6-12 29-8-8 8-10-12 30-7-0 0-10-8 3-7-12 3-7-12 6-9-11 3-1-15 7-6-8 0-8-13 12-3-0 4-8-8 16-11-8 4-8-8 17-8-5 0-8-13 20-9-12 3-1-7 30-7-0 9-9-4 4-7-312-9-30-6-88.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-4], [7:0-5-0,Edge], [8:0-5-0,0-3-8], [12:0-8-0,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.80 0.68 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.72 -1.02 0.02 -0.43 (loc) 10-12 10-12 8 10-12 l/defl >458 >325 n/a 474 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 254 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 7-8: 2x6 SPF No.2, 5-16,2-3: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 1 Row at midpt 2-14 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)8=0-3-8, 14=Mechanical, 13=0-3-8 Max Horz 14=-205(LC 10) Max Uplift 14=-233(LC 15), 13=-1016(LC 33) Max Grav 8=1809(LC 27), 14=2512(LC 27), 13=336(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1630/111, 3-4=-294/167, 4-5=-281/197, 5-6=-1560/78, 6-8=-2062/0, 1-14=-386/41 BOT CHORD 13-14=0/1511, 12-13=0/1511, 10-12=0/1511, 8-10=0/1511 WEBS 2-12=-83/2596, 6-10=0/775, 3-15=-1708/140, 5-15=-1708/140, 2-14=-3298/81 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) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-3-0, Exterior(2R) 12-3-0 to 15-3-0 , Interior(1) 15-3-0 to 29-6-12 zone; cantilever right exposed ; end vertical 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=15.4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Ceiling dead load (5.0 psf) on member(s). 2-3, 5-6, 3-15, 5-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 10-12 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=233, 13=1016. 11) 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. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) Attic room checked for L/360 deflection.February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss A11 Truss Type ATTIC Qty 3 Ply 1 Epcon Portico BR A Job Reference (optional) I50434303 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:22 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-sDqf1Mpdhfwe7rstekDNyru_mxQ6KqRlRWde_WzhwQx Scale = 1:78.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 21 22 5x6 4x6 6x8 8x10 5x10 3x10 5x6 5x6 2x4 5x6 2x4 3x6 5x6 6x8 8x10 5x6 12-5-0 8-1-142-7-4 2-7-4 5-9-4 3-2-0 12-3-0 6-5-12 18-5-12 6-2-12 29-8-8 11-2-12 5-9-4 5-9-4 6-9-11 1-0-7 7-6-8 0-8-13 12-3-0 4-8-8 16-11-8 4-8-8 17-8-5 0-8-13 18-5-12 0-9-7 24-0-14 5-7-2 29-8-8 5-7-10 4-7-312-9-31-1-88.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [6:0-3-0,0-2-4], [13:0-6-12,0-1-8], [14:0-5-0,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.71 0.36 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Attic in -0.22 -0.35 0.01 -0.12 (loc) 11-13 11-13 9 11-13 l/defl >999 >933 n/a 1231 L/d 240 180 n/a 360 PLATES MT20 Weight: 244 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-17,2-3: 2x4 SPF No.2 BOT CHORD 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14 JOINTS 1 Brace at Jt(s): 16 REACTIONS. (size)14=0-3-8, 15=Mechanical, 9=Mechanical Max Horz 15=-206(LC 10) Max Uplift 14=-1332(LC 33), 15=-234(LC 15) Max Grav 14=343(LC 10), 15=2626(LC 27), 9=1531(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1207/134, 2-3=-1482/101, 3-4=-368/43, 4-5=-342/53, 5-6=-1408/73, 6-7=-1873/12, 7-9=-2161/30, 1-15=-2368/192 BOT CHORD 13-14=0/1399, 11-13=0/1399, 9-11=0/1748 WEBS 2-14=-1558/0, 2-13=0/1539, 6-11=0/650, 7-11=-435/156, 3-16=-1382/127, 5-16=-1382/127, 1-14=-130/1820 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) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-3-0, Exterior(2R) 12-3-0 to 15-3-0 , Interior(1) 15-3-0 to 29-8-8 zone;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=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 2-3, 5-6, 3-16, 5-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 11-13 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=1332, 15=234. 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) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) Attic room checked for L/360 deflection.February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B01 Truss Type Half Hip Girder Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434304 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:39 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-sUM5cA0Iht3EgSg88p0M8R5yln64oV5FLfF241zhwQg Scale = 1:50.5 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 22 23 24 25 26 27 28 29 30 31 32 33 34 5x8 3x6 3x5 8x12 MT20HS 4x6 3x5 2x4 6x10 3x5 2x4 6x8 5x10 3x5 2x4 5x10 5x10 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 0-10-80-10-8 4-0-23-1-10 7-10-83-10-6 12-2-124-4-4 16-7-04-4-4 20-10-84-3-8 25-5-84-7-0 4-0-2 4-0-2 7-10-8 3-10-6 12-2-12 4-4-4 16-7-0 4-4-4 20-10-8 4-3-8 25-5-8 4-7-0 0-6-85-7-115-9-84-7-111-0-05-7-118.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [3:0-4-0,0-1-9], [9:Edge,0-3-8], [11:0-3-4,0-3-0], [13:0-1-12,0-2-8], [14:0-3-8,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.50 0.81 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 -0.21 0.07 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 137 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-15: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. WEBS 1 Row at midpt 7-9 REACTIONS. (size)9=Mechanical, 1=0-3-8 Max Horz 1=148(LC 10) Max Uplift 9=-511(LC 7), 1=-385(LC 10) Max Grav 9=2129(LC 2), 1=2005(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2318/497, 2-3=-2621/630, 3-4=-2582/637, 4-5=-2862/703, 5-7=-2885/708 BOT CHORD 1-16=-500/1857, 14-16=-500/1857, 13-14=-545/2151, 5-11=-360/145, 10-11=-461/1897, 9-10=-461/1897 WEBS 2-16=-511/153, 2-14=-242/474, 3-14=-163/588, 3-13=-194/732, 4-13=-711/241, 11-13=-612/2488, 4-11=-112/424, 7-11=-346/1384, 7-10=-19/500, 7-9=-2622/638 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) gable end zone; cantilever left exposed ; end vertical left exposed; 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 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 has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=511, 1=385. 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) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 596 lb down and 236 lb up at 7-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B01 Truss Type Half Hip Girder Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434304 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:40 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-KhwTpW1wSBB5IcEKiWXbgee7UBSJXxLPaJ_bdTzhwQf LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-51, 3-8=-61, 12-17=-20, 9-11=-20 Concentrated Loads (lb) Vert: 3=-32(F) 6=-49(F) 14=-596(F) 13=-127(F) 4=-28(F) 22=-28(F) 23=-28(F) 24=-28(F) 25=-49(F) 26=-49(F) 27=-49(F) 28=-127(F) 29=-127(F) 30=-127(F) 31=-106(F) 32=-106(F) 33=-106(F) 34=-106(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 D2_BONUS_ELEVA_SLAB_~P Truss B02 Truss Type HIP Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434305 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:41 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-otUr1s2YDUJyvmpWFD3qDsBIBbslGQiYozk99vzhwQe Scale = 1:49.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 18 19 20 21 22 23 5x8 5x8 6x8 3x6 3x5 2x4 6x8 3x5 4x8 4x5 3x5 3x8 3x5 2x4 0-10-80-10-8 9-10-89-0-0 16-7-06-8-8 19-3-02-8-0 25-5-86-2-8 5-0-2 5-0-2 9-10-8 4-10-6 16-7-0 6-8-8 19-3-0 2-8-0 25-5-8 6-2-8 0-6-86-11-117-1-81-11-131-0-06-11-118.00 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:Edge,0-1-12], [10:0-2-4,0-2-12] 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 0.50 0.54 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.18 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 4-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-10 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=122(LC 14) Max Grav 8=970(LC 2), 14=1055(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-390/0, 2-3=-312/3, 3-4=-1090/12, 4-5=-991/36, 5-6=-984/35, 6-7=-1047/0, 7-8=-914/8 BOT CHORD 13-14=-77/908, 5-10=-369/112, 9-10=0/793 WEBS 10-13=-29/775, 4-10=-80/268, 6-10=-89/489, 7-9=0/737, 3-14=-987/59 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-10-8, Exterior(2R) 9-10-8 to 14-1-7, Interior(1) 14-1-7 to 19-3-0, Exterior(2R) 19-3-0 to 23-5-15, Interior(1) 23-5-15 to 25-3-12 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B03 Truss Type Hip Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434306 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:42 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-H32DEC2AzoRpXwOjpxa3l3jVc?AM?pBi1dTihMzhwQd Scale = 1:57.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 19 20 21 22 23 5x8 6x8 2x4 3x6 2x4 2x4 8x10 5x10 2x4 3x10 3x5 3x8 4x8 3x5 2x4 0-10-80-10-8 6-0-25-1-10 11-10-85-10-6 16-7-04-8-8 25-5-88-10-8 6-0-2 6-0-2 11-10-8 5-10-6 16-7-0 4-8-8 17-3-0 0-8-0 21-2-8 3-11-8 25-5-8 4-3-0 0-6-88-3-118-5-81-11-131-0-08-3-118.00 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 (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 0.33 0.64 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.20 -0.40 0.03 (loc) 9-10 9-10 9 l/defl >999 >720 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 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 5-7-11 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: 11-13. REACTIONS. (size)9=Mechanical, 15=0-3-8 Max Horz 15=139(LC 11) Max Grav 9=970(LC 2), 15=1055(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/91, 3-4=-991/43, 4-5=-797/52, 5-6=-800/49, 6-7=-966/46 BOT CHORD 14-15=-76/950, 13-14=-76/951, 9-10=0/725 WEBS 3-13=-295/114, 10-13=0/795, 6-10=-14/424, 7-9=-974/21, 2-15=-297/153, 3-15=-1046/0 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=25ft; 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 11-10-8, Exterior(2R) 11-10-8 to 16-1-7, Interior(1) 16-1-7 to 17-3-0, Exterior(2R) 17-3-0 to 21-3-13, Interior(1) 21-3-13 to 25-3-12 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B04 Truss Type Hip Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434307 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:45 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-hejMsD52GjqNON7IU37mNiLybCCVC6Q8jbiMIgzhwQa Scale = 1:62.9 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 20 21 22 23 24 3x6 8x10 4x5 3x8 4x6 2x4 4x5 5x10 2x4 3x5 3x10 6x12 6x8 3x8 3x5 2x4 0-10-80-10-8 7-0-26-1-10 13-10-86-10-6 15-3-01-4-8 17-11-12-8-1 25-5-87-6-7 7-0-2 7-0-2 13-10-8 6-10-6 15-3-0 1-4-8 17-11-1 2-8-1 25-5-8 7-6-7 0-6-89-7-119-9-81-11-131-0-09-7-118.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-7-5,Edge], [6:0-2-12,0-0-12], [10:0-8-8,0-4-0], [13:0-1-8,0-0-0] 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 0.54 0.62 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.26 0.04 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-6: 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 5-1-3 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 3-14, 5-12, 6-12, 7-9 REACTIONS. (size)9=Mechanical, 16=0-3-8 Max Horz 16=163(LC 11) Max Uplift 16=-4(LC 14) Max Grav 9=1073(LC 26), 16=1157(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-394/120, 3-5=-946/70, 5-6=-662/83, 6-7=-1132/139, 7-8=-300/125, 8-9=-312/110 BOT CHORD 15-16=-89/1129, 14-15=-89/1130, 12-14=0/747, 7-10=-251/223, 9-10=0/922 WEBS 3-15=0/261, 3-14=-465/127, 5-14=-0/458, 5-12=-300/77, 10-12=0/833, 6-10=-93/793, 7-9=-1061/0, 2-16=-397/216, 3-16=-1038/0 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=25ft; 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 13-10-8, Exterior(2E) 13-10-8 to 15-3-0, Exterior(2R) 15-3-0 to 19-5-15, Interior(1) 19-5-15 to 25-3-12 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B05 Truss Type Common Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434308 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:47 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-d1r6Hv6JoK45dhHgcU9ES7RI10qQgB_RBvBTNZzhwQY Scale = 1:65.3 1 2 3 4 5 6 7 12 11 10 9 8 16 17 18 4x8 4x6 3x5 3x8 3x6 5x10 2x4 3x10 3x5 8x12 MT20HS 3x5 2x4 0-10-80-10-8 7-4-46-5-12 14-6-127-2-8 25-5-810-10-12 7-4-4 7-4-4 14-6-12 7-2-8 19-10-6 5-3-10 25-5-8 5-7-2 0-6-810-3-02-11-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,Edge], [8:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.54 0.84 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.87 0.03 (loc) 8-9 8-9 8 l/defl >537 >334 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 122 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 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 5-0-6 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, 3-12 REACTIONS. (size)8=Mechanical, 12=0-3-8 Max Horz 12=173(LC 11) Max Uplift 12=-5(LC 14) Max Grav 8=1094(LC 26), 12=1166(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-271/0, 2-3=-453/117, 3-5=-960/83, 5-6=-933/91 BOT CHORD 1-12=-6/291, 11-12=-98/1132, 9-11=-98/1133, 8-9=-4/700 WEBS 3-9=-473/151, 5-9=-6/639, 6-8=-939/31, 2-12=-398/240, 3-12=-981/0 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=25ft; 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 14-6-12, Exterior(2R) 14-6-12 to 17-6-12 , Interior(1) 17-6-12 to 25-3-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B06 Truss Type Common Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434309 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:50 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-2cWFvx9B5FSgU8?FHcjx4l3o6DrZtQetttP7zuzhwQV Scale = 1:65.8 1 2 3 4 5 6 7 8 13 12 11 10 92021222324 25 4x8 4x6 4x8 3x8 4x6 5x10 2x4 3x8 4x6 2x4 5x6 3x5 2x4 0-10-80-10-8 7-4-46-5-12 14-6-127-2-8 25-3-1210-9-0 25-5-80-1-12 29-1-83-8-0 7-4-4 7-4-4 14-6-12 7-2-8 21-9-4 7-2-8 29-1-8 7-4-4 0-6-810-3-00-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-0,Edge], [6:0-4-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.62 0.88 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.64 0.03 (loc) 9-10 9-10 9 l/defl >779 >460 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 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 7-10, 3-13 REACTIONS. (size)9=0-3-8, 13=0-3-8 Max Horz 13=-178(LC 10) Max Uplift 9=-5(LC 15), 13=-9(LC 14) Max Grav 9=1403(LC 3), 13=1140(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/154, 2-3=-442/245, 3-5=-884/448, 5-7=-919/446, 7-8=-62/329 BOT CHORD 1-13=-126/281, 12-13=-381/1119, 10-12=-382/1120, 9-10=-175/576 WEBS 3-10=-490/241, 5-10=-385/539, 7-9=-1231/385, 2-13=-410/240, 3-13=-924/324 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-12, Exterior(2R) 14-6-12 to 17-6-12 , Interior(1) 17-6-12 to 29-1-8 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_CP Truss B07 Truss Type Roof Special Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434310 8.430 s Oct 22 2021 MiTek Industries, Inc. Fri Feb 25 08:42:34 2022 Page 1 ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-WzA?wCaU8spSBpUuPpU0sGycnrX8gAfoA92hA0zheuZ Scale = 1:65.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1125262728 29 3x8 4x6 3x6 3x8 3x6 4x5 2x4 3x8 2x4 3x8 5x10 4x5 8x10 3x5 5x10 4x5 3x5 2x4 0-10-8 0-10-8 7-4-4 6-5-12 16-6-11 9-2-6 23-1-8 6-6-13 25-3-12 2-2-4 25-5-8 0-1-12 29-1-8 3-8-0 7-4-47-4-4 14-6-127-2-8 16-6-111-11-15 23-1-86-6-13 25-3-122-2-4 29-1-83-9-12 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], [14:0-4-0,Edge], [15:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.53 0.57 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.26 -0.37 0.04 (loc) 15-17 15-17 11 l/defl >999 >787 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 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 5-3-13 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, 3-18 REACTIONS.(lb/size)11=1150/0-3-8, 18=913/0-3-8 Max Horz 18=221(LC 11) Max Uplift 11=-5(LC 15), 18=-10(LC 14) Max Grav 11=1299(LC 2), 18=1031(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-339/197, 3-4=-801/366, 4-5=-663/388, 5-6=-847/518, 6-7=-744/465, 7-8=-947/443, 8-9=-568/300, 9-10=-88/265 BOT CHORD 18-25=-513/953, 17-25=-513/953, 6-14=-303/155, 14-28=-259/506, 13-28=-258/508, 8-13=-547/151 WEBS 3-17=-178/281, 3-14=-433/286, 5-14=-446/586, 9-11=-1077/459, 9-13=-348/819, 14-17=-409/861, 2-18=-435/219, 3-18=-937/391 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-12, Exterior(2R) 14-6-12 to 17-6-12, Interior(1) 17-6-12 to 29-1-8 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 11 and 10 lb uplift at joint 18. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B08 Truss Type Roof Special Qty 4 Ply 1 Epcon Portico BR A Job Reference (optional) I50434311 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:54 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-wNmllICi9Uy6zmJ0WSntFbDVkqGjpJSToUNL6fzhwQR Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12252627282930 31 3x8 4x6 3x6 3x8 4x5 2x4 2x4 2x4 3x8 5x10 4x5 3x5 3x5 5x10 4x5 8x10 3x5 2x4 0-10-8 0-10-8 7-4-4 6-5-12 15-5-0 8-0-12 23-1-8 7-8-8 25-3-12 2-2-4 25-5-8 0-1-12 29-1-8 3-8-0 7-4-4 7-4-4 14-6-12 7-2-8 15-5-0 0-10-4 19-3-4 3-10-4 23-1-8 3-10-4 25-3-12 2-2-4 29-1-8 3-9-12 0-6-810-3-00-6-81-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [11:0-3-8,Edge], [14:0-4-12,0-2-8], [15:0-4-8,Edge], [16:Edge,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.51 0.67 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.34 0.04 (loc) 14-15 14-15 12 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 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 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 3-15, 3-18 REACTIONS. (size)12=0-3-8, 18=0-3-8 Max Horz 18=219(LC 11) Max Uplift 12=-5(LC 15), 18=-10(LC 14) Max Grav 12=1407(LC 3), 18=1137(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-403/215, 3-5=-900/429, 5-6=-764/454, 6-8=-946/471, 8-9=-672/367, 9-10=-642/299, 10-11=-87/265 BOT CHORD 17-18=-499/1131, 14-15=-285/783 WEBS 10-12=-1185/474, 10-14=-337/887, 8-14=-417/87, 15-17=-448/1106, 3-15=-447/245, 5-15=-382/559, 2-18=-429/230, 3-18=-987/362 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-12, Exterior(2R) 14-6-12 to 17-6-12 , Interior(1) 17-6-12 to 29-1-8 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 18. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B09 Truss Type Common Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434312 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:55 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-OZK8zeCKwo4zbvuD4AJ6npmhnEf_Yj1c087uf5zhwQQ Scale = 1:65.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10222324 25 3x8 4x6 3x8 3x8 3x6 3x5 2x4 4x5 3x5 3x8 3x5 3x6 4x5 2x4 3x8 0-10-8 0-10-8 1-0-4 0-1-12 7-9-8 6-9-4 14-6-12 6-9-4 21-4-0 6-9-4 25-8-1 4-4-1 25-10-9 0-2-8 29-1-8 3-2-15 1-0-4 1-0-4 7-9-8 6-9-4 14-6-12 6-9-4 21-4-0 6-9-4 25-8-1 4-4-1 29-1-8 3-5-7 0-6-810-3-00-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [9:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.49 0.41 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 0.02 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 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 4-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS. (size)15=0-3-8, 10=0-4-15 Max Horz 15=-178(LC 10) Max Uplift 15=-9(LC 14), 10=-5(LC 15) Max Grav 15=1050(LC 2), 10=1280(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/171, 2-3=-1218/551, 3-5=-843/447, 5-7=-839/445, 7-8=-803/395 BOT CHORD 1-15=-144/260, 14-15=-206/388, 12-14=-382/944, 11-12=-237/624 WEBS 2-15=-991/288, 2-14=-238/669, 3-12=-443/256, 5-12=-390/479, 7-11=-342/47, 8-11=-370/889, 8-10=-1166/475 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-12, Exterior(2R) 14-6-12 to 17-6-12 , Interior(1) 17-6-12 to 29-1-8 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B10 Truss Type Common Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434313 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:45:57 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-KySuNKEaRPKgqD2bBbLasEr1H2LO0cKvUSc?j_zhwQO Scale = 1:65.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1022232425 3x8 4x6 3x8 3x8 3x6 3x5 2x4 4x5 3x5 3x8 3x5 3x8 3x5 3x5 2x4 0-10-8 0-10-8 21-4-0 20-5-8 25-8-1 4-4-1 26-8-1 1-0-0 26-10-9 0-2-8 29-1-8 2-2-15 7-9-8 7-9-8 14-6-12 6-9-4 21-4-0 6-9-4 25-6-5 4-2-5 25-8-1 0-1-12 29-1-8 3-5-7 0-6-810-3-00-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [9:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.49 0.42 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 0.03 (loc) 11-12 11-12 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 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 4-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 7-12 REACTIONS. (size)15=0-3-8, 10=0-4-15 Max Horz 15=-178(LC 10) Max Uplift 15=-7(LC 14), 10=-4(LC 15) Max Grav 15=1103(LC 2), 10=1227(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/173, 2-3=-1298/587, 3-5=-930/486, 5-7=-927/484, 7-8=-1040/505 BOT CHORD 1-15=-145/263, 14-15=-206/391, 12-14=-413/1001, 11-12=-329/826, 10-11=-150/391 WEBS 2-15=-1040/311, 2-14=-267/733, 3-12=-436/253, 5-12=-433/551, 8-11=-214/512, 8-10=-1185/469 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-6-12, Exterior(2R) 14-6-12 to 17-6-12 , Interior(1) 17-6-12 to 29-1-8 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B11 Truss Type Common Girder Qty 1 Ply 4 Epcon Portico BR A Job Reference (optional) I50434314 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:01 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-DjhPDhH5Ver6JqLMQQQW140pGflmyUkVP4aCslzhwQK Scale = 1:68.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 102627282930 31 6x8 8x10 6x8 12x16 8x10 5x6 8x10 6x8 6x8 5x6 10x12 5x8 8x10 4x5 8x10 4x8 8x10 6x8 Special Special LUS26 LUS26 LUS28 LUS28 LUS28 LUS28 4-9-24-9-2 9-2-84-5-6 9-2-110-0-3 13-8-44-5-9 18-1-134-5-9 22-7-64-5-9 27-0-54-4-14 27-3-50-3-0 4-9-2 4-9-2 9-2-11 4-5-9 13-8-4 4-5-9 18-1-13 4-5-9 22-7-6 4-5-9 27-3-5 4-7-15 1-1-810-3-01-2-58.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-8-3], [9:Edge,0-11-11], [9:0-4-12,0-3-11], [10:0-3-8,0-6-0], [11:0-4-12,0-6-0], [12:0-6-0,0-6-0], [14:0-3-8,0-3-0], [15:0-3-8,0-6-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 45.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.05 0.26 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.07 0.02 (loc) 11-12 11-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 1279 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x10 SP 2400F 2.0E BOT CHORD 1-1/2" x 11-7/8" VERSA-LAM® 1.7 2400 DF WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 3-5-2, Right 2x4 SPF No.2 3-5-2 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: 12-14. REACTIONS. (size)1=0-3-8, 14=0-3-8, 9=0-4-15 Max Horz 1=-83(LC 6) Max Grav 1=2007(LC 3), 14=13518(LC 3), 9=8246(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2835/0, 4-5=-3694/0, 5-6=-3623/0, 6-8=-6932/0, 8-9=-8060/0 BOT CHORD 1-15=0/1825, 14-15=0/2359, 11-12=0/5783, 10-11=0/6496, 9-10=0/5290 WEBS 2-15=0/3202, 2-14=-3059/0, 4-14=-6746/0, 4-12=0/5414, 5-12=0/3556, 6-12=-4758/0, 6-11=0/5464, 8-11=-1359/0, 8-10=0/1713 NOTES- 1) N/A 2) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1 1/2 x 11 7/8 - 6 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 16-11-4 from the left end to 18-11-4 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie LUS28 (6-10d Girder, 3-10d Truss) or equivalent at 20-11-4 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 12) Use Simpson Strong-Tie LUS28 (6-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 22-10-4 from the left end to 26-10-4 to connect truss(es) to back face of bottom chord. Continued on page 2 February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss B11 Truss Type Common Girder Qty 1 Ply 4 Epcon Portico BR A Job Reference (optional) I50434314 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:01 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-DjhPDhH5Ver6JqLMQQQW140pGflmyUkVP4aCslzhwQK NOTES- 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7113 lb down at 6-1-12, and 7113 lb down at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 16-20=-10 Concentrated Loads (lb) Vert: 10=-1149(B) 22=-1152(B) 26=-4254(B) 27=-4254(B) 28=-910(B) 29=-911(B) 30=-1009(B) 31=-1149(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 D2_BONUS_ELEVA_SLAB_~P Truss C01 Truss Type GABLE Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434315 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:03 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-96p9eNJL1F5qY8VlYrS_6V55BSLbQPcnsO3JxezhwQI Scale = 1:46.0 1 2 3 4 5 9 8 7 6 32 33 34 35 36 37 4x5 4x5 3x6 4x5 3x8 4x5 4x5 1-1-8 1-1-8 1-3-0 0-1-8 10-5-0 9-2-0 19-7-0 9-2-0 19-8-8 0-1-8 20-10-0 1-1-8 5-3-6 5-3-6 10-5-0 5-1-10 15-6-10 5-1-10 20-10-0 5-3-6 0-6-87-5-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-2], [5:0-0-0,0-1-2] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.28 0.62 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.23 0.02 (loc) 7-9 6-7 6 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 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 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-3-0 Max Horz 9=128(LC 13) Max Uplift 9=-3(LC 14), 6=-3(LC 15) Max Grav 9=833(LC 2), 6=833(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/243, 2-3=-710/385, 3-4=-710/385, 4-5=-325/243 BOT CHORD 7-9=-257/659, 6-7=-249/659 WEBS 3-7=-343/444, 2-9=-723/143, 4-6=-723/143 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-5-0, Exterior(2R) 10-5-0 to 13-5-0, Interior(1) 13-5-0 to 20-10-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss C02 Truss Type Common Qty 3 Ply 1 Epcon Portico BR A Job Reference (optional) I50434316 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:05 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-5Vxw33KbZsLYoSf8fGUSBwARhG13uJ54KiYQ?WzhwQG Scale = 1:46.0 1 2 3 4 5 9 8 7 6 16 17 18 19 20 21 4x5 4x5 3x6 4x5 3x8 4x5 4x5 2x4 2x4 1-1-8 1-1-8 1-3-0 0-1-8 10-5-0 9-2-0 19-7-0 9-2-0 19-8-8 0-1-8 20-10-0 1-1-8 5-3-6 5-3-6 10-5-0 5-1-10 15-6-10 5-1-10 20-10-0 5-3-6 0-6-87-5-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-2], [5:0-0-0,0-1-2] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.28 0.62 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.23 0.02 (loc) 7-9 6-7 6 l/defl >999 >992 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 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 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 6=0-3-0 Max Horz 9=128(LC 13) Max Uplift 9=-3(LC 14), 6=-3(LC 15) Max Grav 9=833(LC 2), 6=833(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/243, 2-3=-710/385, 3-4=-710/385, 4-5=-325/243 BOT CHORD 7-9=-257/659, 6-7=-249/659 WEBS 3-7=-343/444, 2-9=-723/143, 4-6=-723/143 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-5-0, Exterior(2R) 10-5-0 to 13-5-0, Interior(1) 13-5-0 to 20-10-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss C03 Truss Type Common Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434317 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:06 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-ahUIGPLDKATPPcEKDz?hk7jcYgODdomEYMHzYzzhwQF Scale = 1:45.2 1 2 3 4 5 10 9 8 7 6 17 18 19 20 4x5 3x8 3x8 8x10 4x5 2x4 3x8 3x8 2x4 2x4 0-10-8 0-10-8 12-7-12 11-9-4 19-7-0 6-11-4 19-8-8 0-1-8 20-10-0 1-1-8 5-3-6 5-3-6 10-5-0 5-1-10 15-6-10 5-1-10 20-10-0 5-3-6 0-6-87-5-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [4:0-4-12,0-3-0], [5:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.27 0.56 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.28 0.01 (loc) 8-10 8-10 6 l/defl >999 >498 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 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, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)10=0-3-8, 7=0-3-8, 6=0-3-0 Max Horz 10=128(LC 13) Max Uplift 10=-1(LC 14), 7=-6(LC 14) Max Grav 10=618(LC 2), 7=555(LC 2), 6=494(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-365/0, 2-3=-365/58, 3-4=-364/58 BOT CHORD 1-10=0/284, 8-10=-58/457, 6-7=0/283 WEBS 4-8=-10/441, 2-8=-251/133, 2-10=-345/87, 4-6=-267/32, 4-7=-624/56 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-5-0, Exterior(2R) 10-5-0 to 13-5-0, Interior(1) 13-5-0 to 20-10-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 7. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss C04 Truss Type Common Qty 2 Ply 1 Epcon Portico BR A Job Reference (optional) I50434318 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:07 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-2t2gUlMs5UbG1lpWnhWwGLGnI4jEMF8Nn01X4PzhwQE Scale = 1:45.8 1 2 3 4 5 10 9 8 7 6 11 12 2x4 4x5 2x4 3x6 3x8 8x10 4x5 3x10 3x6 2x4 0-4-80-4-8 11-9-411-4-12 18-7-86-10-4 18-8-80-1-0 4-4-14 4-4-14 9-6-8 5-1-10 14-8-2 5-1-10 18-7-8 3-11-6 1-1-87-5-131-5-38.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.27 0.58 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.36 0.01 (loc) 8-10 8-10 6 l/defl >764 >378 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6,1-10: 2x6 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 6-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 6=0-3-8, 7=0-3-8 Max Horz 10=143(LC 11) Max Uplift 7=-14(LC 15) Max Grav 10=531(LC 2), 6=396(LC 2), 7=526(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-376/58, 3-4=-374/57 BOT CHORD 8-10=-59/455, 6-7=-6/266 WEBS 4-8=0/432, 2-10=-388/64, 4-6=-301/20, 4-7=-600/64 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) gable end zone and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-6-8, Exterior(2R) 9-6-8 to 12-6-8, Interior(1) 12-6-8 to 18-4-12 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=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_CP Truss C05 Truss Type Common Girder Qty 1 Ply 2 Epcon Portico BR A Job Reference (optional) I50434319 8.430 s Oct 22 2021 MiTek Industries, Inc. Fri Feb 25 08:44:10 2022 Page 1 ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-iRzH30kiXMvqiZqL0_DXlWx5qYMiAc_wF5JmYSzhet3 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 1026272829 30 6x10 5x6 4x5 12x16 5x6 10x12 5x8 3x8 5x6 6x8 5x6 4x6 4x8 4x6 4x8 3x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-9-63-9-6 7-3-43-5-14 9-6-82-3-4 11-9-42-2-1211-9-120-0-8 14-2-02-4-4 15-3-101-1-10 18-7-83-3-14 3-9-6 3-9-6 7-3-4 3-5-14 9-6-8 2-3-4 11-9-12 2-3-4 14-2-0 2-4-4 15-3-10 1-1-10 18-7-8 3-3-14 1-1-87-5-131-5-38.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-2-4], [5:0-2-4,0-1-8], [13:0-2-0,0-2-0], [15:0-4-4,0-6-0], [16:0-6-0,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.26 0.31 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.09 0.01 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 291 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS.(lb/size)1=2874/0-3-8, 9=3215/0-3-8, 12=8100/0-3-8 (req. 0-4-8) Max Horz 1=116(LC 32) Max Uplift 9=-353(LC 11) Max Grav 1=4434(LC 3), 9=3728(LC 46), 12=10903(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4953/0, 2-3=-2818/0, 3-4=-1122/0, 4-5=-1115/0, 5-6=-75/574, 6-7=-739/217, 7-8=-1608/250, 8-9=-888/96 BOT CHORD 1-17=0/1052, 17-26=0/4062, 16-26=0/4062, 16-27=0/4062, 15-27=0/4062, 14-15=0/4062, 14-28=0/2320, 13-28=0/2320, 13-29=-490/112, 12-29=-490/112, 11-12=-127/693, 10-11=-160/1263, 10-30=-160/1263, 9-30=-160/1263 WEBS 2-16=0/2653, 2-14=-2356/0, 3-14=0/4203, 3-13=-3705/0, 4-13=0/1107, 5-13=0/3565, 5-12=-4254/0, 6-12=-2260/422, 6-11=-460/2367, 7-11=-1748/157, 7-10=-144/2205 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: 2x8 - 2 rows staggered at 0-5-0 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=25ft; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 9. 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) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 10-0-12 to connect truss(es) to back face of bottom chord. Continued on page 2 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER OR THE BUILDING DESIGNER. February 25,2022 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 D2_BONUS_ELEVA_SLAB_CP Truss C05 Truss Type Common Girder Qty 1 Ply 2 Epcon Portico BR A Job Reference (optional) I50434319 8.430 s Oct 22 2021 MiTek Industries, Inc. Fri Feb 25 08:44:10 2022 Page 2 ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-iRzH30kiXMvqiZqL0_DXlWx5qYMiAc_wF5JmYSzhet3 NOTES- 12) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 12-0-12 from the left end to 16-0-12 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2066 lb down and 122 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 4-9=-51, 18-22=-20 Concentrated Loads (lb) Vert: 16=-1122(B) 12=-1782(B) 11=-1824(B) 24=-1829(B) 26=-1122(B) 27=-1122(B) 28=-1122(B) 29=-1122(B) 30=-1824(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 D2_BONUS_ELEVA_SLAB_~P Truss D01 Truss Type GABLE Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434320 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:11 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-weIBJ6PM8i5hWN6I0XbsRBQOdh78I12zie?kDAzhwQA Scale = 1:39.8 1 2 3 4 5 6 12 11 10 9 8 7 31 32 33 34 4x6 3x5 3x6 6x8 3x5 3x5 3x5 3x8 4x8 0-10-8 0-10-8 1-2-0 0-3-8 13-7-12 12-5-12 16-1-0 2-5-4 16-2-8 0-1-8 17-4-0 1-1-8 8-8-0 8-8-0 13-7-12 4-11-12 17-4-0 3-8-4 0-6-86-3-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.63 0.39 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.13 0.01 (loc) 10-12 10-12 8 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-3-8 except (jt=length) 7=0-3-0, 10=12-4-0, 9=12-4-0. (lb) - Max Horz 12=-106(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 12, 8 Max Grav All reactions 250 lb or less at joint(s) 8, 9 except 12=452(LC 2), 12=398(LC 1), 7=261(LC 2), 8=285(LC 2), 10=380(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/0, 2-3=-272/61 BOT CHORD 1-12=-94/409, 10-12=-166/489 WEBS 2-12=-584/374, 4-8=-290/63, 2-10=-342/165 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 17-4-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D02 Truss Type Common Qty 4 Ply 1 Epcon Portico BR A Job Reference (optional) I50434321 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:12 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-OrsZXSQ_v0DY7XhUaE65zOzZJ4TJ1Wd6xIkIlczhwQ9 Scale = 1:40.3 1 2 3 4 5 6 11 10 9 8 7 18 19 20 21 22 4x6 3x5 3x6 3x8 2x4 6x8 2x4 3x5 3x5 3x5 4x8 0-10-8 0-10-8 6-10-12 6-0-4 8-8-0 1-9-4 13-7-12 4-11-12 16-1-0 2-5-4 16-2-8 0-1-8 17-4-0 1-1-8 4-4-14 4-4-14 8-8-0 4-3-2 12-11-2 4-3-2 13-7-12 0-8-10 16-1-0 2-5-4 17-4-0 1-3-0 0-6-86-3-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.63 0.39 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 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 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 6-0-0 oc bracing. REACTIONS. (size)11=0-3-8, 7=0-3-0, 8=0-3-8 Max Horz 11=-106(LC 12) Max Uplift 11=-10(LC 14), 7=-4(LC 14), 8=-16(LC 15) Max Grav 11=591(LC 2), 7=230(LC 2), 8=566(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/0, 2-3=-485/45, 3-4=-424/63 BOT CHORD 1-11=-93/417, 9-11=-165/496 WEBS 2-11=-698/356, 4-8=-545/47, 4-9=0/275 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 17-4-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7, 8. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D03 Truss Type Common Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434322 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:13 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-s1PxkoQcgKLPlgGg7ydKWcWqyUqom_VG9yUrH3zhwQ8 Scale = 1:40.3 1 2 3 4 5 6 7 12 11 10 9 8 19 20 21 22 4x5 3x5 3x6 3x5 3x8 4x5 2x4 3x5 3x5 3x8 3x5 2x4 0-10-8 0-10-8 8-8-0 7-9-8 14-8-2 6-0-2 16-1-0 1-4-14 16-2-8 0-1-8 17-4-0 1-1-8 4-4-14 4-4-14 8-8-0 4-3-2 12-11-2 4-3-2 17-4-0 4-4-14 0-6-86-3-130-6-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.19 0.38 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.11 0.01 (loc) 10-12 10-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 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 6-0-0 oc bracing. REACTIONS. (size)8=0-3-0, 9=0-4-15, 12=0-3-8 Max Horz 12=-106(LC 12) Max Uplift 8=-26(LC 31), 12=-5(LC 14) Max Grav 8=96(LC 32), 9=707(LC 2), 12=621(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-293/0, 3-4=-453/53, 4-5=-453/54 BOT CHORD 10-12=-50/454 WEBS 5-9=-646/39, 3-12=-452/73 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2R) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 17-4-0 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D04 Truss Type Roof Special Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434323 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:14 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-LDzJy8RFRdUGNqrshf8Z2p2x0u5HVPkPOcDOqVzhwQ7 Scale = 1:40.3 1 2 3 4 5 6 13 12 11 10 9 8 7 17 18 19 4x5 3x5 2x4 6x8 3x10 2x4 2x4 4x8 3x8 3x5 2x4 3x10 3x10 0-10-80-10-8 3-2-82-4-0 8-8-05-5-8 13-7-114-11-11 16-5-82-9-13 3-2-8 3-2-8 8-8-0 5-5-8 13-7-11 4-11-11 16-5-8 2-9-13 0-6-86-3-131-1-81-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [3:0-1-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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 0.49 0.62 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.13 0.08 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-2 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=117(LC 13) Max Uplift 13=-3(LC 14) Max Grav 7=609(LC 2), 13=696(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-439/18, 2-3=-718/45, 3-4=-682/45, 4-5=-697/52, 5-6=-1025/33, 6-7=-577/20 BOT CHORD 1-13=-1/478, 12-13=-33/289, 10-11=-118/988, 9-10=-29/885 WEBS 3-10=-521/166, 4-10=0/397, 5-10=-412/117, 2-13=-527/25, 11-13=-70/285, 6-9=-14/786 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-12, Interior(1) 3-0-12 to 8-8-0, Exterior(2R) 8-8-0 to 11-8-0, Interior(1) 11-8-0 to 16-3-12 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=15.4 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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D05 Truss Type Roof Special Girder Qty 1 Ply 2 Epcon Portico BR A Job Reference (optional) I50434324 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:17 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-lofSaAU7kYsrEIZRMniGgSgRO59rif7r4ZS3QqzhwQ4 Scale = 1:40.3 1 2 3 4 5 6 13 12 11 10 9 8 7 17 18 19 20 21 4x6 10x12 2x4 5x8 4x6 2x4 10x12 3x8 2x4 4x8 5x8 5x10 HUS26 LUS26 LUS28 LUS28 LUS26 0-10-80-10-8 3-2-82-4-0 8-8-05-5-8 14-2-05-6-0 16-5-82-3-8 3-2-8 3-2-8 8-8-0 5-5-8 14-2-0 5-6-0 16-5-8 2-3-8 0-6-86-3-131-1-81-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge], [5:0-1-4,0-1-8], [6:Edge,0-8-2], [9:0-2-8,0-2-8], [10:0-6-0,0-6-0], [11:0-2-0,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.50 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 0.10 (loc) 9-10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-11: 2x8 SP 2400F 2.0E, 7-8: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-2 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=115(LC 9) Max Uplift 13=-43(LC 10) Max Grav 7=4530(LC 2), 13=2690(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-318/20, 2-3=-5141/153, 3-4=-4445/0, 4-5=-4441/0, 5-6=-7466/0, 6-7=-3624/0 BOT CHORD 3-11=-90/401, 10-11=-252/4406, 9-10=0/6518, 5-9=0/2134, 7-8=0/468 WEBS 3-10=-810/347, 4-10=0/4475, 5-10=-2950/0, 2-13=-2305/75, 2-11=-142/4005, 6-9=0/5694 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: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-5-0 oc, 2x6 - 2 rows staggered at 0-7-0 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=25ft; 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 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) Use Simpson Strong-Tie HUS26 (14-16d Girder, 4-16d Truss) or equivalent at 7-11-4 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 9-11-4 from the left end to connect truss(es) to back face of bottom chord. Continued on page 2 February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D05 Truss Type Roof Special Girder Qty 1 Ply 2 Epcon Portico BR A Job Reference (optional) I50434324 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:17 2022 Page 2 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-lofSaAU7kYsrEIZRMniGgSgRO59rif7r4ZS3QqzhwQ4 NOTES- 12) Use Simpson Strong-Tie LUS28 (6-10d Girder, 3-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 11-11-4 from the left end to 13-11-4 to connect truss(es) to back face of bottom chord. 13) Use Simpson Strong-Tie LUS26 (4-10d Girder, 4-10d Truss) or equivalent at 15-11-4 from the left end to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 4-6=-51, 12-14=-20, 9-11=-20, 7-8=-20 Concentrated Loads (lb) Vert: 17=-1945(B) 18=-891(B) 19=-868(B) 20=-846(B) 21=-845(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 D2_BONUS_ELEVA_SLAB_~P Truss D06 Truss Type Jack-Open Qty 2 Ply 1 Epcon Portico BR A Job Reference (optional) I50434325 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:18 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-D?DqoVUlVs_irS8ewVDVDfDjAVcARG7?JDBczGzhwQ3 Scale = 1:11.6 1 2 5 3 4 3x8 2x4 2x4 1-2-01-2-0 1-9-70-7-7 1-9-7 1-9-7 0-6-81-8-131-3-91-8-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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-MP 0.03 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 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 1-9-7 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=34(LC 14) Max Uplift 3=-23(LC 14), 4=-24(LC 2) Max Grav 3=7(LC 12), 4=1(LC 10), 5=167(LC 2) 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=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D07 Truss Type Jack-Open Qty 2 Ply 1 Epcon Portico BR A Job Reference (optional) I50434326 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:18 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-D?DqoVUlVs_irS8ewVDVDfDiVVbbRGv?JDBczGzhwQ3 Scale = 1:18.3 1 2 5 9 3 4 3x8 2x4 2x4 0-10-80-10-8 3-9-72-10-15 3-9-7 3-9-7 0-6-83-0-132-7-93-0-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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-MP 0.08 0.08 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: 11 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 3-9-7 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=71(LC 14) Max Uplift 3=-43(LC 14), 4=-1(LC 14) Max Grav 3=73(LC 25), 4=46(LC 5), 5=205(LC 2) 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=25ft; 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 3-8-11 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D08 Truss Type Jack-Open Qty 2 Ply 1 Epcon Portico BR A Job Reference (optional) I50434327 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:19 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-hBnC?rVNGA6ZTbjqUCkkltlqzvv3Ajl8Ytx9VizhwQ2 Scale = 1:27.3 1 2 5 9 10 3 43x8 2x4 2x4 0-10-80-10-8 5-9-74-10-15 5-9-7 5-9-7 0-6-84-4-133-11-94-4-138.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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-MP 0.29 0.19 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.05 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 5-9-7 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=110(LC 14) Max Uplift 3=-67(LC 14) Max Grav 3=130(LC 25), 4=87(LC 5), 5=279(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-341/287 NOTES- 1) 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-8-11 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D09 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Epcon Portico BR A Job Reference (optional) I50434328 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:20 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-9NLbCBW?1TEQ5lI02wFzI4I0mJDIv8tImXgj19zhwQ1 Scale = 1:35.1 1 2 3 4 5 9 8 7 6 13 14 15 16 17 18 19 3x5 2x4 3x5 3x5 3x5 4x5 2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1-2-21-2-2 1-4-90-2-8 6-0-104-8-0 11-0-24-11-8 3-8-2 3-8-2 7-2-6 3-6-4 11-0-2 3-9-12 0-6-85-8-135.66 12 LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.22 0.32 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.00 (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 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-9. REACTIONS. (size)7=Mechanical, 9=0-4-15 Max Horz 9=148(LC 12) Max Uplift 7=-159(LC 12), 9=-127(LC 12) Max Grav 7=498(LC 18), 9=404(LC 57) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-442/102 BOT CHORD 8-9=-226/340, 7-8=-138/289 WEBS 3-7=-413/198, 2-9=-562/74 NOTES- 1) 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) gable end zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=159, 9=127. 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) "NAILED" indicates 3-10d skew 45 to 135 degrees (0.148" x 3") toe-nails per NDS guidelines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-51, 4-5=-51, 6-10=-20 Concentrated Loads (lb) Vert: 13=64(F=32, B=32) 16=-69(F=-34, B=-34) 17=74(F=37, B=37) 18=-3(F=-1, B=-1) 19=-48(F=-24, B=-24) February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D10 Truss Type Jack-Partial Qty 5 Ply 1 Epcon Portico BR A Job Reference (optional) I50434329 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:22 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-6mSLdtXGZ5U7K3SP9LIRNVNMb6u4N3yaEr9q61zhwQ? Scale = 1:35.5 1 2 3 7 6 11 4 5 3x5 2x4 3x8 2x4 2x4 0-10-80-10-8 7-10-87-0-0 3-10-6 3-10-6 7-10-8 4-0-2 0-6-85-9-85-4-55-9-88.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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-MP 0.20 0.37 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 0.02 (loc) 6-7 6-7 4 l/defl >999 >565 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 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=150(LC 14) Max Uplift 4=-49(LC 14), 5=-29(LC 14) Max Grav 4=105(LC 25), 5=171(LC 25), 7=359(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/0 WEBS 2-7=-86/292 NOTES- 1) 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-9-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. February 25,2022 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 D2_BONUS_ELEVA_SLAB_~P Truss D11 Truss Type Jack-Partial Qty 4 Ply 1 Epcon Portico BR A Job Reference (optional) I50434330 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Feb 24 12:46:22 2022 Page 1 Carter Components (Franklin), Franklin, IN - 46131, ID:MIYHzdgm3Jq3zPPn4iNL0DypfmT-6mSLdtXGZ5U7K3SP9LIRNVNLv6uuN2waEr9q61zhwQ? Scale = 1:35.5 1 2 3 9 8 7 6 13 4 5 2x4 3x5 2x4 3x5 3x8 2x4 2x4 0-10-80-10-8 3-2-82-4-0 7-10-84-8-0 1-8-2 1-8-2 3-2-8 1-6-6 5-4-12 2-2-4 7-10-8 2-5-12 0-6-85-9-84-9-85-4-51-0-08.00 12 Plate Offsets (X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL (roof) Snow (Pf/Pg) TCDL BCLL BCDL 20.0 15.4/20.0 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-MP 0.31 0.38 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.03 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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, Except: 6-0-0 oc bracing: 7-8. REACTIONS. (size)4=Mechanical, 5=Mechanical, 9=0-3-8 Max Horz 9=150(LC 14) Max Uplift 4=-59(LC 14), 5=-19(LC 14) Max Grav 4=131(LC 25), 5=152(LC 5), 9=359(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/0 BOT CHORD 6-7=-215/366 WEBS 3-6=-380/223 NOTES- 1) 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) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-12, Interior(1) 3-0-12 to 7-9-12 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) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. 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. February 25,2022 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