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HomeMy WebLinkAboutM003.016023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. RE: Design Code: IRC2018/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 115 mph Roof Load: 40.0 psf Design Program: MiTek 20/20 8.6 1 of 1 This package includes 19 individual, dated Truss Design Drawings and 0 Additional Drawings. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf August 01, 2022 Garcia, Juan The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision based on the parameters provided by 84 Components - 0783. Truss Design Engineer's Name: Garcia, Juan My license renewal date for the state of Indiana is July 31, 2024. 2201538 TG113 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. Site Information: Lot/Block: Customer: Project Name: 2201538 Subdivision: Address: State: City: Model: No. Seal#Truss Name Date 1 I53395002 A01 8/1/2022 2 I53395003 A02 8/1/2022 3 I53395004 A03 8/1/2022 4 I53395005 A04 8/1/2022 5 I53395006 B01 8/1/2022 6 I53395007 B02 8/1/2022 7 I53395008 C01 8/1/2022 8 I53395009 C02 8/1/2022 9 I53395010 D01 8/1/2022 10 I53395011 D02 8/1/2022 11 I53395012 E01 8/1/2022 12 I53395013 J01 8/1/2022 13 I53395014 J02 8/1/2022 14 I53395015 J03 8/1/2022 15 I53395016 J04 8/1/2022 16 I53395017 J05 8/1/2022 17 I53395018 J06 8/1/2022 18 I53395019 J07 8/1/2022 19 I53395020 J08 8/1/2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss A01 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395002 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:05 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-jQKCOrsUsM5VJVR4NPQLzrQb1681?u4g6vI0i1ysuMa Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 11 23 21 20 19 18 17 16 15 14 13 12 55 56 57 58 59 22 60 3x6 6x6 3x4 3x6 4x8 3x4 3x6 3x4 3x4 3x6 3x4 9-3-5 9-3-5 15-10-0 6-6-11 18-6-11 2-8-11 27-10-0 9-3-5 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 20-10-8 6-11-8 27-10-0 6-11-8 28-10-0 1-0-0 0-8-1110-0-00-8-118.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [6:0-2-0,0-0-0], [10:0-3-12,0-0-3] 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-AS 0.42 0.65 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.02 0.05 (loc) 23-49 23-49 2 23-49 l/defl >999 >601 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 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 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. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-18 REACTIONS. All bearings 12-3-8 except (jt=length) 2=0-3-8, 22=0-3-8. (lb) - Max Horz 2=-192(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 13, 12 except 18=-146(LC 13), 20=-149(LC 19) Max Grav All reactions 250 lb or less at joint(s) 19, 17, 16, 15, 14, 13, 12 except 2=907(LC 24), 18=867(LC 2), 10=313(LC 31), 22=362(LC 19), 10=259(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-972/117, 4-6=-868/181, 8-10=-305/221 BOT CHORD 2-23=-129/890, 22-23=-21/372, 20-22=-21/372, 19-20=-21/372, 18-19=-21/372 WEBS 6-18=-665/65, 8-18=-383/221, 6-23=-117/792, 4-23=-407/220 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2R) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2E) 25-10-0 to 28-10-0 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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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) 2, 10, 13, 12, 10 except (jt=lb) 18=146, 20=149. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss A02 Truss Type Common Qty 17 Ply 1 TG113 Job Reference (optional) I53395003 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:06 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-BcuacBt6dgDMwf0Gx6xaW2zm7WRLkMWqLZ1ZETysuMZ Scale = 1:62.4 1 2 3 4 5 6 7 8 9 10 11 14 13 12 23 24 25 26 27 28 29 30 3x6 4x8 3x6 4x8 3x4 3x6 3x4 1.5x4 3x4 1.5x4 4x8 3x4 9-3-5 9-3-5 18-6-11 9-3-6 27-10-0 9-3-5 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 20-10-8 6-11-8 27-10-0 6-11-8 28-10-0 1-0-0 0-8-1110-0-00-8-118.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [10:0-4-8,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-AS 0.40 0.84 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.41 0.05 0.04 (loc) 12-14 12-14 10 14-17 l/defl >999 >819 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=192(LC 11) Max Uplift 2=-87(LC 12), 10=-87(LC 13) Max Grav 2=1352(LC 24), 10=1352(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1729/130, 4-6=-1618/185, 6-8=-1619/185, 8-10=-1730/130 BOT CHORD 2-14=-131/1502, 12-14=0/997, 10-12=-14/1372 WEBS 6-12=-103/803, 8-12=-366/221, 6-14=-103/803, 4-14=-366/221 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2R) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2E) 25-10-0 to 28-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=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 greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss A03 Truss Type Roof Special Qty 3 Ply 1 TG113 Job Reference (optional) I53395004 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:08 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-7?0L1tvM9HT4Az9f3Xz2bT26YK9uCAI7otWgJMysuMX Scale = 1:72.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 15 14 13 17 16 31 32 33 34 3x6 4x6 3x6 6x8 3x4 1.5x4 1.5x4 6x8 3x6 1.5x4 1.5x4 4x8 3x4 6x8 1.5x4 3x6 4x6 6x8 1.5x4 1.5x4 6-11-8 6-11-8 9-3-5 2-3-13 14-4-0 5-0-11 17-11-0 3-7-0 20-10-8 2-11-8 27-10-0 6-11-8 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 14-4-0 0-5-0 17-11-0 3-7-0 20-10-8 2-11-8 27-10-0 6-11-8 28-10-0 1-0-0 0-8-1110-0-00-8-112-0-08.00 12 Plate Offsets (X,Y)-- [11:0-4-8,Edge], [16:0-5-8,0-3-8], [17:0-2-12,0-3-0] 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-AS 0.40 0.77 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.34 0.10 0.04 (loc) 20-25 20-25 11 20-25 l/defl >999 >982 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 17-19, 14-16 WEBS 1 Row at midpt 6-20 JOINTS 1 Brace at Jt(s): 17, 16 REACTIONS. (size) 2=0-3-8, 11=0-3-8 Max Horz 2=192(LC 11) Max Uplift 2=-82(LC 12), 11=-80(LC 13) Max Grav 2=1318(LC 24), 11=1304(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1654/126, 4-6=-1539/178, 6-7=-1452/139, 7-9=-2034/126, 9-11=-1670/104 BOT CHORD 2-20=-127/1445, 11-13=0/1314, 6-17=0/1172, 16-17=0/1704, 7-16=-40/842 WEBS 7-17=-842/105, 4-20=-380/218, 9-13=-823/54, 13-16=0/1629, 9-16=0/543, 17-20=0/1332 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2R) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2E) 25-10-0 to 28-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=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 greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. MEMBERS SHOWN DASHED TO BE REMOVED AFTER TRUSS IS INSTALLED. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss A04 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395005 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:11 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-XaiTfvxFSCrf1QuEkfXlD6gdVXCfPbjZUrlKwhysuMU Scale = 1:67.0 1 2 3 4 5 6 7 8 9 10 11 25 24 23 22 21 20 19 18 17 16 15 14 13 12 57 58 59 60 61 62 3x6 6x6 3x4 3x6 4x8 3x4 3x6 3x4 3x4 3x6 3x4 9-3-5 9-3-5 12-4-8 3-1-3 18-6-11 6-2-3 27-10-0 9-3-5 -1-0-0 1-0-0 6-11-8 6-11-8 13-11-0 6-11-8 20-10-8 6-11-8 27-10-0 6-11-8 28-10-0 1-0-0 0-8-1110-0-00-8-118.00 12 Plate Offsets (X,Y)-- [2:0-4-8,Edge], [6:0-2-0,0-0-0], [10:0-3-12,0-0-3] 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-AS 0.42 0.64 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.02 0.05 (loc) 25-51 25-51 2 25-51 l/defl >833 >457 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 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 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. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-18 REACTIONS. All bearings 15-5-8 except (jt=length) 2=0-3-8, 24=0-3-8, 24=0-3-8. (lb) - Max Horz 2=-192(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 13, 12, 24 except 18=-143(LC 12) Max Grav All reactions 250 lb or less at joint(s) 23, 22, 20, 19, 17, 16, 15, 14, 13, 12, 24, 24 except 2=901(LC 24), 18=865(LC 2), 10=315(LC 31), 10=262(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-958/118, 4-6=-855/182, 8-10=-308/218 BOT CHORD 2-25=-130/879, 24-25=-22/371, 23-24=-22/371, 22-23=-22/371, 20-22=-22/371, 19-20=-22/371, 18-19=-22/371 WEBS 6-18=-645/68, 8-18=-382/221, 6-25=-120/769, 4-25=-409/220 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2R) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2E) 25-10-0 to 28-10-0 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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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) 2, 10, 13, 12, 24, 10 except (jt=lb) 18=143. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss B01 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395006 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:13 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-UypE4byV_p6MGk2cr4ZDIXm2NL1Mta1sy9ER_ZysuMS Scale = 1:38.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 18 31 32 4x4 3x4 6x6 3x4 21-8-0 21-8-0 -1-0-0 1-0-0 10-10-0 10-10-0 21-8-0 10-10-0 22-8-0 1-0-0 0-5-74-11-100-5-75.00 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-SH 0.08 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 16 17 16 l/defl n/r n/r n/a L/d 120 90 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-8-0. (lb) - Max Horz 2=-64(LC 19) Max Uplift All uplift 100 lb or less at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 7-10-0, Corner(3R) 7-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0, Corner(3E) 19-8-0 to 22-8-0 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) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 25, 26, 27, 28, 29, 30, 23, 16, 22, 21, 20, 19, 18. 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. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss B02 Truss Type Common Qty 3 Ply 1 TG113 Job Reference (optional) I53395007 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:15 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-QLx_VG_lWRM4V2C?zVbhNyrKK8V9LQ48PSjX3SysuMQ Scale = 1:37.9 1 2 3 4 5 6 7 8 15 16 17 18 19 20 4x6 6x10 4x6 1.5x4 1.5x4 4x6 10-10-0 10-10-0 21-8-0 10-10-0 -1-0-0 1-0-0 5-3-10 5-3-10 10-10-0 5-6-6 16-4-6 5-6-6 21-8-0 5-3-10 22-8-0 1-0-0 0-5-74-11-100-5-75.00 12 Plate Offsets (X,Y)-- [8:0-5-0,0-3-4] 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-AS 0.37 0.92 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.43 0.05 0.04 (loc) 8-14 8-14 6 8 l/defl >999 >604 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=-64(LC 15) Max Uplift 2=-82(LC 14), 6=-82(LC 15) Max Grav 2=927(LC 2), 6=927(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1658/249, 3-4=-1225/162, 4-5=-1225/162, 5-6=-1658/249 BOT CHORD 2-8=-163/1489, 6-8=-163/1489 WEBS 4-8=0/615, 5-8=-490/176, 3-8=-490/175 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-0, Exterior(2R) 7-10-0 to 13-10-0, Interior(1) 13-10-0 to 19-8-0, Exterior(2E) 19-8-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) 2, 6. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss C01 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395008 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:16 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-uXVMic?NGkUx7CmBXC6wv9OSXYvt4wkIe6T5buysuMP Scale = 1:37.8 1 2 3 4 5 6 7 8 27 28 29 30 31 32 4x6 3x4 4x6 3x4 6x6 7-11-0 7-11-0 15-10-0 7-11-0 -1-0-0 1-0-0 7-11-0 7-11-0 15-10-0 7-11-0 16-10-0 1-0-0 0-8-116-0-00-8-118.00 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-AS 0.53 0.63 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.03 0.08 (loc) 8-21 8-21 2 8-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=115(LC 11) Max Uplift 2=-57(LC 12), 6=-57(LC 13) Max Grav 2=791(LC 24), 6=791(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-830/96, 4-6=-829/96 BOT CHORD 2-8=0/648, 6-8=0/648 WEBS 4-8=0/441 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-0, Exterior(2R) 4-11-0 to 10-11-0, Interior(1) 10-11-0 to 13-10-0, Exterior(2E) 13-10-0 to 16-10-0 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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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) 2, 6. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss C02 Truss Type Common Qty 1 Ply 1 TG113 Job Reference (optional) I53395009 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:17 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-Mj3lwy0?12colLLN4we9SNwdHyF6pN_RsmCe7KysuMO Scale = 1:37.8 1 2 3 4 5 6 7 8 17 18 19 20 21 22 4x6 3x4 4x6 3x4 1.5x4 6x6 7-11-0 7-11-0 15-10-0 7-11-0 -1-0-0 1-0-0 7-11-0 7-11-0 15-10-0 7-11-0 16-10-0 1-0-0 0-8-116-0-00-8-118.00 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-AS 0.53 0.63 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.19 0.03 0.08 (loc) 8-11 8-11 2 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=115(LC 11) Max Uplift 2=-57(LC 12), 6=-57(LC 13) Max Grav 2=791(LC 24), 6=791(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-830/96, 4-6=-829/96 BOT CHORD 2-8=0/648, 6-8=0/648 WEBS 4-8=0/441 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-0, Exterior(2R) 4-11-0 to 10-11-0, Interior(1) 10-11-0 to 13-10-0, Exterior(2E) 13-10-0 to 16-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=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 greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss D01 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395010 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:19 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-I6AVKe1GZfsW_fVmCLgdXo04Ol4?HIRkK4hlCDysuMM Scale = 1:31.2 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 3x6 4x4 3x6 12-8-0 12-8-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-8-114-11-60-8-118.00 12 Plate Offsets (X,Y)-- [14:0-3-12,0-1-8], [24:0-3-12,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 60 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 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. All bearings 12-8-0. (lb) - Max Horz 24=-109(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 3-4-0, Corner(3R) 3-4-0 to 9-4-0, Exterior(2N) 9-4-0 to 10-8-0, Corner(3E) 10-8-0 to 13-8-0 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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 14, 20, 21, 22, 23, 18, 17, 16, 15. 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. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss D02 Truss Type Common Qty 1 Ply 1 TG113 Job Reference (optional) I53395011 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:20 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-nIktY_2uKz_Ncp4ym2Bs4?YCu9Ms0lKuZkRIkfysuML Scale = 1:31.2 1 2 3 4 5 6 7 8 17 18 3x6 3x4 3x6 3x4 1.5x4 4x6 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-8-114-11-60-8-118.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-7], [6:0-3-0,0-0-7] 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-AS 0.31 0.31 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.02 0.04 (loc) 8-15 8-15 2 8-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=95(LC 11) Max Uplift 2=-49(LC 12), 6=-49(LC 13) Max Grav 2=567(LC 2), 6=567(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-475/102, 4-6=-475/102 BOT CHORD 2-8=0/396, 6-8=0/396 WEBS 4-8=0/270 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-0, Exterior(2R) 3-4-0 to 9-4-0, Interior(1) 9-4-0 to 10-8-0, Exterior(2E) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=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 greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss E01 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395012 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:21 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-FVIFlK3W5H6EDzf9Jmi5cD5PuZmelCd1nOAsG5ysuMK Scale = 1:26.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 3x6 4x4 3x6 4x8 10-7-0 10-7-0 -1-0-0 1-0-0 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-8-114-3-00-8-118.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-1-11], [19:0-3-12,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 49 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 1-5-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-7-0. (lb) - Max Horz 19=-90(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 19, 10, 15, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 19, 10, 15, 16, 17, 18, 14, 13, 12 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Corner(3R) 2-0-0 to 8-7-0, Corner(3E) 8-7-0 to 11-7-0 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) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 10, 15, 16, 17, 18, 14, 13, 12. 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. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J01 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395013 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:22 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-jhsezf38saE5r7ELtTDK9QdYuz2QUfeA02wPoYysuMJ Scale = 1:12.3 1 2 3 4 5 8 7 6 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 -0-1-12 4-8-0 -1-1-12 1-1-12 4-6-4 4-6-4 0-4-61-11-00-3-50-10-121-11-00-7-44.00 12 Plate Offsets (X,Y)-- [2:0-0-12,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-AS 0.22 0.24 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.03 (loc) 8 7-8 2 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-1-8, 6=0-1-8 Max Horz 2=56(LC 13) Max Uplift 2=-54(LC 10), 6=-24(LC 14) Max Grav 2=296(LC 21), 6=205(LC 21) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 1-4-0 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) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J02 Truss Type Monopitch Qty 5 Ply 1 TG113 Job Reference (optional) I53395014 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:23 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-BtQ0A?4mduMyTGpXRAkZieAjSMPmD60KFifyL_ysuMI Scale = 1:12.3 1 2 3 4 3x4 3x4 3x6 -0-1-12 4-8-0 -1-1-12 1-1-12 4-6-4 4-6-4 0-4-61-11-00-3-50-10-121-11-00-7-44.00 12 Plate Offsets (X,Y)-- [4:Edge,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-AS 0.23 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 4-7 4-7 2 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 4=0-1-8 Max Horz 2=56(LC 13) Max Uplift 2=-54(LC 10), 4=-24(LC 14) Max Grav 2=296(LC 21), 4=205(LC 21) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J03 Truss Type Monopitch Qty 2 Ply 1 TG113 Job Reference (optional) I53395015 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:24 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-f4_OOL5POCUp5QOk?uGoErjr6mj3yYGTTMPWtQysuMH Scale = 1:15.1 1 2 3 4 8 9 3x6 3x4 4x8 -0-1-12 6-0-0 -1-1-12 1-1-12 5-10-4 5-10-4 0-4-62-4-60-3-50-10-122-4-60-7-44.00 12 Plate Offsets (X,Y)-- [2:0-1-4,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-AS 0.43 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.00 0.02 (loc) 4-7 4-7 2 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-1-8, 4=0-1-8 Max Horz 2=71(LC 13) Max Uplift 2=-59(LC 10), 4=-33(LC 14) Max Grav 2=331(LC 21), 4=272(LC 21) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-12 to 1-10-4, Interior(1) 1-10-4 to 2-8-8, Exterior(2E) 2-8-8 to 5-8-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J04 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395016 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:25 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-7GYmbh619VcgiaywYbn1n3F0VA1Gh?Odi083PtysuMG Scale = 1:14.5 1 2 3 4 5 6 10 9 8 7 3x4 -0-1-12 6-0-0 -1-1-12 1-1-12 5-10-4 5-10-4 0-4-62-4-60-3-50-10-122-4-60-7-44.00 12 Plate Offsets (X,Y)-- [2:0-0-8,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-AS 0.39 0.42 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.01 0.07 (loc) 9-10 9-10 2 9-10 l/defl >755 >434 n/a >946 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-1-8, 7=0-1-8 Max Horz 2=71(LC 13) Max Uplift 2=-59(LC 10), 7=-33(LC 14) Max Grav 2=331(LC 21), 7=272(LC 21) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 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. 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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. 10) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 7. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J05 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395017 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:26 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-bS68o16fwpkWKkX66JIGJGoG5aTpQSUmxgudxJysuMF Scale = 1:14.6 1 2 3 4 5 6 10 9 8 7 1.5x4 1.5x43x4 1.5x4 1.5x4 1.5x4 1.5x4 3x6 -1-0-0 1-0-0 5-8-0 5-8-0 0-4-62-3-14.00 12 Plate Offsets (X,Y)-- [10:0-1-5,1-5-0] 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-P 0.08 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 7 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 19 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 5-8-0. (lb) - Max Horz 2=67(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 2-6-4, Corner(3E) 2-6-4 to 5-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 8, 9, 10. 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. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J06 Truss Type Monopitch Qty 6 Ply 1 TG113 Job Reference (optional) I53395018 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:27 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-3ffX0N7Hh7sNyu6Ig0pVsULMQ_kC9v0wAKdAUlysuME Scale = 1:14.6 1 2 3 4 8 9 1.5x4 3x4 1.5x4 -1-0-0 1-0-0 5-8-0 5-8-0 0-4-62-3-11-11-90-3-82-3-14.00 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-AS 0.42 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.00 0.04 (loc) 4-7 4-7 2 4-7 l/defl >999 >637 n/a >999 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-3-8, 4=0-1-8 Max Horz 2=67(LC 13) Max Uplift 2=-58(LC 10), 4=-31(LC 14) Max Grav 2=316(LC 21), 4=256(LC 21) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-6-4, Exterior(2E) 2-6-4 to 5-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J07 Truss Type Monopitch Qty 7 Ply 1 TG113 Job Reference (optional) I53395019 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:28 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-YrDvDj8vSQ?EZ2hVEkKkPhtWWN08uJp3O_Nj0BysuMD Scale = 1:19.8 1 2 3 4 5 9 10 11 1.5x4 4x6 1.5x4 4x6 -0-1-12 8-8-0 -1-1-12 1-1-12 4-3-2 4-3-2 8-6-4 4-3-2 0-4-63-3-10-3-50-10-123-3-10-7-44.00 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-AS 0.46 0.54 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.01 0.01 (loc) 5-8 5-8 5 5-8 l/defl >715 >350 n/a >999 L/d 360 240 n/a 240 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-1-8, 5=0-1-8 Max Horz 2=100(LC 13) Max Uplift 2=-69(LC 10), 5=-48(LC 14) Max Grav 2=404(LC 2), 5=388(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-617/244 BOT CHORD 2-5=-242/586 WEBS 3-5=-618/300 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-12 to 1-10-4, Interior(1) 1-10-4 to 5-4-8, Exterior(2E) 5-4-8 to 8-4-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. 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 design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 16023 Swingley Ridge Rd Chesterfield, 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 2201538 Truss J08 Truss Type GABLE Qty 1 Ply 1 TG113 Job Reference (optional) I53395020 8.610 s May 20 2022 MiTek Industries, Inc. Sat Jul 30 11:27:29 2022 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:KY_RcwMEP?nhCikGT9l?blyBvAV-01nHR39XDk75BBGhnRrzxvQnLnUVdpFCde6HYeysuMC Scale = 1:20.9 1 2 3 4 5 6 7 8 14 13 12 11 10 9 18 19 3x4 -0-1-12 8-8-0 -1-1-12 1-1-12 4-3-2 4-3-2 8-6-4 4-3-2 0-4-63-3-10-3-50-10-123-3-10-7-44.00 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-AS 0.08 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.00 -0.00 (loc) 17 17 8 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings 8-6-8. (lb) - Max Horz 2=100(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 10, 11, 12, 13, 14 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 9, 10, 11, 12, 13, 14, 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-1-12 to 1-10-4, Interior(1) 1-10-4 to 4-1-9, Exterior(2R) 4-1-9 to 8-4-8 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) 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. 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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. 10) 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 10, 11, 12, 13, 14, 2. 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) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. August 1,2022 09/01/22 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 platewidth measured perpendicularto 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 dynamicor 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.W4- 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 therequired 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 thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths09/01/22