Loading...
HomeMy WebLinkAboutM003.016023 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 84 Components - 0783. Liu, Xuegang Pages or sheets covered by this seal: I45192152 thru I45192197 My license renewal date for the state of Indiana is July 31, 2022. TG63A 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 Truss A-C1 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192152 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:55 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-WtGOkQ7di7DyeM_Q4w35yeCuX5nxQxbhQoJir3zajqc Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 4342 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2x4 4x4 4x6 2x4 2x4 2x4 3x6 4x4 11-3-8 11-3-8 25-4-0 14-0-8 11-3-8 11-3-8 12-8-0 1-4-8 25-4-0 12-8-0 26-4-0 1-0-0 1-8-1110-2-00-8-111-0-08.00 12 Plate Offsets (X,Y)-- [16:0-2-4,0-2-4], [22:0-4-0,0-0-3] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.09 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.02 (loc) 22 22 22 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 10-34: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-15 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: 1 Row at midpt 10-33 WEBS 1 Row at midpt 11-32 REACTIONS.All bearings 25-4-0. (lb) - Max Horz 43=-201(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 34, 33, 22, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24 except 43=-251(LC 8), 42=-236(LC 7) Max Grav All reactions 250 lb or less at joint(s) 34, 33, 22, 32, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24 except 43=266(LC 7), 42=284(LC 8) 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) Bearing at joint(s) 33 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) 34, 33, 22, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24 except (jt=lb) 43=251, 42=236. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 22, 32, 31, 30, 29, 28, 27, 26, 25, 24. 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. 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 Truss A-C2 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192153 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:57 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-SGO9868tEkTgtg8pCL6Z13HAPvPSuo0zu6opvxzajqa Scale = 1:61.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 4x6 4x6 2x4 2x4 1.5x4 8x8 3x6 4x4 3x6 4x6 4x8 4x6 1.5x4 5-9-8 5-9-8 11-3-8 5-6-0 11-5-4 0-1-12 18-10-4 7-5-0 25-4-0 6-5-12 5-9-8 5-9-8 11-3-8 5-6-0 12-8-0 1-4-8 18-10-4 6-2-4 25-4-0 6-5-12 26-4-0 1-0-0 1-8-1110-2-00-8-111-0-08.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-2-8,Edge], [8:0-3-0,6-4-0], [8:0-3-4,0-0-3], [11:0-2-8,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.26 0.34 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.01 0.03 (loc) 10-11 10-11 8 10-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 3-12: 2x4 SPF No.2, 8-15: 2x8 SP DSS WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 3-11 WEBS 1 Row at midpt 4-11, 6-11 JOINTS 1 Brace at Jt(s): 10 REACTIONS. (size) 14=Mechanical, 11=0-3-8, 8=0-1-12 Max Horz 14=-203(LC 8) Max Uplift 14=-40(LC 11), 11=-75(LC 10), 8=-87(LC 11) Max Grav 14=359(LC 1), 11=1150(LC 1), 8=567(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-310/91, 6-8=-556/103, 1-14=-305/69 BOT CHORD 10-11=0/404, 8-10=0/404 WEBS 11-13=-54/289, 2-11=-375/128, 4-11=-321/0, 6-11=-538/150, 6-10=0/308 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(2) 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; Pf=20.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 11, 8. 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. 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 Truss A-C3 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192154 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:58 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-wSyXMS9V?2bXVqj?m2doaHqLWIihdCt76mYMSOzajqZ Scale = 1:62.2 1 2 3 4 5 6 7 8 9 18 15 17 16 14 13 12 11 10 3x4 4x6 5x9 1.5x4 4x4 3x4 4x8 4x6 1.5x4 4x6 4x4 5x6 8-3-8 8-3-8 11-3-8 3-0-0 11-5-4 0-1-12 18-10-4 7-5-0 25-4-0 6-5-12 4-3-8 4-3-8 8-3-8 4-0-0 11-3-8 3-0-0 12-8-0 1-4-8 18-10-4 6-2-4 25-4-0 6-5-12 26-4-0 1-0-0 0-11-119-5-010-2-00-8-110-3-00-9-01-0-08.00 12 Plate Offsets (X,Y)-- [5:0-2-8,0-1-8], [8:0-3-0,5-11-12], [15:0-2-4,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.31 0.53 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.02 0.03 (loc) 15-18 15-18 8 10-12 l/defl >999 >593 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 3-17,14-16: 2x4 SPF No.2, 8-13: 2x8 SP DSS WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-13, 8-10 JOINTS 1 Brace at Jt(s): 10 REACTIONS. (size) 8=0-1-12, 18=Mechanical, 13=0-3-8 Max Horz 18=-187(LC 8) Max Uplift 8=-75(LC 11), 18=-32(LC 10), 13=-54(LC 10) Max Grav 8=851(LC 1), 18=746(LC 1), 13=478(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-361/13, 2-3=-770/83, 3-4=-558/129, 4-6=-603/100, 6-8=-1023/86, 1-18=-273/41 BOT CHORD 15-18=-113/736, 14-15=-24/703, 13-14=-14/595, 12-13=-14/595, 10-12=0/784, 8-10=0/784 WEBS 4-12=-32/335, 6-10=0/274, 6-12=-488/158, 2-18=-613/97, 3-12=-312/118 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(2) 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; Pf=20.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 18, 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) 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. 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 Truss A-C4 Truss Type Roof Special Qty 3 Ply 1 TG63A Job Reference (optional) I45192155 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:59 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-PeVvZoA7mMjO6_IBJm816UMWHi4DMfiGLQHw_qzajqY Scale = 1:65.4 1 2 3 4 5 6 7 8 9 18 15 17 16 14 13 12 11 10 3x4 4x6 3x6 5x9 3x6 1.5x4 1.5x4 3x6 4x8 4x4 4x6 3x6 1.5x4 1.5x4 4x4 1.5x4 5x6 3x4 8-3-8 8-3-8 11-3-8 3-0-0 18-10-4 7-6-12 20-6-0 1-7-12 25-4-0 4-10-0 4-3-8 4-3-8 8-3-8 4-0-0 11-3-8 3-0-0 12-8-0 1-4-8 18-10-4 6-2-4 25-4-0 6-5-12 26-4-0 1-0-0 0-11-119-5-010-2-00-8-110-3-00-9-01-0-08.00 12 Plate Offsets (X,Y)-- [5:0-2-8,0-1-8], [8:0-2-0,2-3-12], [8:0-3-8,0-0-3], [13:0-2-8,0-1-8], [15:0-2-4,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.30 0.38 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.04 0.03 (loc) 15-18 15-18 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 3-17,14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-10: 2x8 SP DSS SLIDER Right 2x4 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 REACTIONS. (size) 8=0-1-12, 18=Mechanical, 10=0-3-8 Max Horz 18=-187(LC 8) Max Uplift 8=-75(LC 11), 18=-62(LC 10), 10=-5(LC 11) Max Grav 8=926(LC 1), 18=973(LC 1), 10=177(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/16, 2-3=-1139/105, 3-4=-895/136, 4-6=-938/139, 6-8=-1192/89, 1-18=-286/43 BOT CHORD 15-18=-150/990, 14-15=-47/854, 12-14=-56/888, 11-12=-9/917, 10-11=-9/917, 8-10=-9/917 WEBS 4-12=-66/607, 6-12=-319/152, 2-18=-950/108, 3-12=-364/125 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(2) 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; Pf=20.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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 at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 18, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) 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. 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 Truss A-C5 Truss Type Roof Special Qty 3 Ply 1 TG63A Job Reference (optional) I45192156 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:00 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-tr3Hn8BmXfrFk8tOtTfGfivh16QO55ZQa41TWGzajqX Scale = 1:64.8 1 2 3 4 5 6 7 15 12 14 13 11 10 9 8 3x4 4x6 3x6 4x4 5x9 3x6 1.5x4 1.5x4 3x6 4x4 4x8 4x6 1.5x4 5x6 3x4 8-3-8 8-3-8 11-3-8 3-0-0 12-8-0 1-4-8 18-10-4 6-2-4 25-4-0 6-5-12 4-3-8 4-3-8 8-3-8 4-0-0 11-3-8 3-0-0 12-8-0 1-4-8 18-10-4 6-2-4 25-4-0 6-5-12 0-11-119-5-010-2-00-8-110-3-00-9-01-0-08.00 12 Plate Offsets (X,Y)-- [7:0-4-0,0-0-3], [10:0-2-8,0-1-8], [12:0-2-4,0-2-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.30 0.39 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.23 0.04 0.03 (loc) 12-15 12-15 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 3-14,11-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 7=Mechanical, 15=Mechanical Max Horz 15=-178(LC 8) Max Uplift 7=-62(LC 11), 15=-61(LC 10) Max Grav 7=1007(LC 1), 15=1007(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-377/16, 2-3=-1196/104, 3-4=-950/139, 4-5=-994/138, 5-7=-1377/96, 1-15=-288/43 BOT CHORD 12-15=-157/1020, 11-12=-54/886, 9-11=-63/932, 8-9=-13/1075, 7-8=-13/1075 WEBS 4-9=-65/671, 5-9=-451/158, 2-15=-1001/107, 3-9=-366/125 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(2) 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; Pf=20.0 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) 7, 15. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. 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 Truss A-C6 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192157 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:01 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-L1dg_UBOIzz6MHRaRBAVBvRrLWmEqc2Zpkm12jzajqW Scale = 1:60.1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x4 5x9 3x6 3x6 4x4 3x4 3x4 1.5x4 8x8 4x8 4x6 4x6 1.5x4 5-11-4 5-11-4 11-7-0 5-7-12 18-10-4 7-3-4 19-8-11 0-10-8 25-4-0 5-7-4 5-11-4 5-11-4 11-7-0 5-7-12 12-8-0 1-1-0 18-10-4 6-2-4 19-8-11 0-10-8 25-4-0 5-7-4 1-8-1110-2-00-8-111-0-08.00 12 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8], [3:0-3-12,0-3-0], [9:0-4-0,0-0-3], [11:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.33 0.41 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.04 0.03 (loc) 10-11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 4-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 4-11 WEBS 1 Row at midpt 7-11 REACTIONS. (size) 9=Mechanical, 14=Mechanical Max Horz 14=-194(LC 8) Max Uplift 9=-59(LC 11), 14=-58(LC 10) Max Grav 9=1007(LC 1), 14=1007(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1149/79, 2-4=-1063/118, 4-5=-916/175, 5-7=-968/141, 7-9=-1418/88, 1-14=-949/88 BOT CHORD 10-11=-17/1119, 9-10=-17/1119 WEBS 2-13=-252/88, 11-13=-82/934, 5-11=-119/669, 7-11=-486/156, 7-10=0/283, 1-13=-1/805 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(2) 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; Pf=20.0 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) 9, 14. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. 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 Truss A-C7 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192158 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:02 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-pDB2CqC02H6zzR0m?uhkk7_06w5TZ3Ki1OWab9zajqV Scale = 1:60.1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 5x9 4x6 3x6 3x6 4x4 3x4 3x4 1.5x4 8x8 4x8 4x6 4x6 1.5x4 5-11-4 5-11-4 11-7-0 5-7-12 18-10-4 7-3-4 19-8-11 0-10-8 25-4-0 5-7-4 -1-1-0 1-1-0 5-11-4 5-11-4 11-7-0 5-7-12 12-8-0 1-1-0 18-10-4 6-2-4 19-8-11 0-10-8 25-4-0 5-7-4 1-8-1110-2-00-8-111-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-4-0,0-3-0], [10:0-4-0,0-0-3], [12:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.33 0.41 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.04 0.03 (loc) 11-12 11-12 10 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 5-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-12 WEBS 1 Row at midpt 8-12 REACTIONS. (size) 10=Mechanical, 15=0-3-8 Max Horz 15=-199(LC 8) Max Uplift 10=-60(LC 11), 15=-79(LC 10) Max Grav 10=1006(LC 1), 15=1083(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1143/82, 3-5=-1059/119, 5-6=-915/177, 6-8=-965/142, 8-10=-1415/89, 2-15=-1025/109 BOT CHORD 11-12=-18/1116, 10-11=-18/1116 WEBS 12-14=-83/927, 6-12=-121/669, 8-12=-486/156, 8-11=0/283, 2-14=0/800 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(2) 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; Pf=20.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 10, 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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. 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 Truss A-C8 Truss Type Roof Special Qty 5 Ply 1 TG63A Job Reference (optional) I45192159 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:03 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-HQlQPADepaEqbbbyYcDzHKXBpJRiIWasG2F77bzajqU Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 5x9 4x6 3x6 3x4 3x4 1.5x4 8x8 4x6 4x4 4x8 4x6 1.5x4 5x6 5-11-4 5-11-4 11-7-0 5-7-12 19-8-11 8-1-12 25-4-0 5-7-4 -1-0-0 1-0-0 5-11-4 5-11-4 11-7-0 5-7-12 12-8-0 1-1-0 19-8-11 7-0-11 25-4-0 5-7-4 26-4-0 1-0-0 1-8-1110-2-00-8-111-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-12,0-3-0], [13:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.33 0.41 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.04 0.03 (loc) 12-13 12-13 10 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 5-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 5-13 WEBS 1 Row at midpt 8-13 REACTIONS. (size) 16=0-3-8, 10=0-3-8 Max Horz 16=-207(LC 8) Max Uplift 16=-78(LC 10), 10=-77(LC 11) Max Grav 16=1077(LC 1), 10=1067(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1143/83, 3-5=-1057/118, 5-6=-913/176, 6-8=-964/141, 8-10=-1408/86, 2-16=-1018/108 BOT CHORD 15-16=-179/259, 12-13=-8/1109, 10-12=-8/1109 WEBS 13-15=-75/933, 6-13=-120/668, 8-13=-480/154, 8-12=0/282, 2-15=0/797 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(2) 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; Pf=20.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 16, 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. 8) 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. 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 Truss A-C9 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192160 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:05 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-DotAqrEuLCUXqvlLg1FRMlcRe7BDmSq9jMkEBUzajqS Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 4443 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x4 4x4 4x6 4x4 4x6 2x4 11-7-0 11-7-0 25-4-0 13-9-0 -1-0-0 1-0-0 11-7-0 11-7-0 12-8-0 1-1-0 25-4-0 12-8-0 26-4-0 1-0-0 1-8-1110-2-00-8-111-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-2-4,0-2-4], [18:0-2-4,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.76 0.15 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.03 0.00 (loc) 23 23 34 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 12-35: 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. Except: 1 Row at midpt 12-34 WEBS 1 Row at midpt 13-33 REACTIONS.All bearings 25-4-0. (lb) - Max Horz 44=-213(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 34, 33, 36, 37, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27 except 44=-642(LC 8), 43=-515(LC 9), 26=-435(LC 16), 25=-199(LC 11) Max Grav All reactions 250 lb or less at joint(s) 35, 34, 24, 36, 37, 38, 39, 40, 41, 42, 32, 31, 30, 29, 28, 27, 26 except 44=648(LC 9), 33=291(LC 11), 43=635(LC 8), 25=759(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-44=-352/335, 2-3=-323/341, 9-10=-145/258, 10-11=-136/276, 11-12=-131/303, 12-13=-114/299, 13-14=-105/293, 14-15=-101/282 WEBS 13-33=-268/78, 3-43=-262/222, 21-26=-121/456, 22-25=-718/224 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Bearing at joint(s) 34 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) 34, 33, 36, 37, 38, 39, 40, 41, 42, 31, 30, 29, 28, 27 except (jt=lb) 44=642, 43=515, 26=435, 25=199. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 24, 33, 32, 31, 30, 29, 28, 27, 26, 25. 14) 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. 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 Truss A-E5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 TG63A Job Reference (optional) I45192161 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:16 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-Pw1K8cNolas_fb5Spqx0I4ZOuZoDrG6mFZvJ4LzajqH Scale = 1:44.8 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 5x6 4x6 4x6 3x4 4x4 5x6 3x6 2x4 2x4 6x8 6x10 8x12 6x8 4x6 8x8 5x9 4x6 5x6 5x9 1-7-12 1-7-12 3-0-0 1-4-4 5-11-0 2-11-0 11-11-0 6-0-0 16-0-0 4-1-0 17-9-0 1-9-0 19-9-8 2-0-8 1-7-12 1-7-12 3-0-0 1-4-4 5-11-0 2-11-0 8-11-0 3-0-0 11-11-0 3-0-0 16-0-0 4-1-0 17-9-0 1-9-0 19-9-8 2-0-8 1-4-52-11-116-11-111-8-110-9-03.27 12 8.00 12 Plate Offsets (X,Y)-- [5:0-0-12,0-2-0], [13:0-5-8,0-2-8], [15:0-1-8,0-2-4], [16:0-6-8,0-5-0], [17:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.44 0.77 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.30 0.12 0.10 (loc) 14-15 14-15 10 14-15 l/defl >999 >774 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 365 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS *Except* 3-17,7-12: 2x4 SPF No.2 WEBS 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. REACTIONS. (size) 19=0-5-2, 10=0-3-8 Max Horz 19=144(LC 9) Max Uplift 19=-448(LC 12), 10=-333(LC 13) Max Grav 19=5534(LC 18), 10=4394(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5536/447, 2-3=-14594/1237, 3-4=-12897/1017, 4-5=-14182/1158, 5-6=-5562/462, 6-7=-5516/469, 7-8=-5929/461, 8-9=-3652/289, 1-19=-5017/415, 9-10=-4255/330 BOT CHORD 18-19=-155/345, 17-18=-143/1579, 16-17=-66/756, 3-16=-144/1306, 15-16=-1310/14927, 14-15=-522/6694, 13-14=-358/5034, 7-13=-33/384, 11-12=-39/390 WEBS 2-18=-6344/568, 16-18=-419/4618, 2-16=-819/9529, 3-15=-2670/317, 4-15=-4585/430, 5-15=-727/8785, 5-14=-3469/364, 6-14=-461/5850, 7-14=-631/133, 11-13=-211/2956, 8-13=-194/2950, 8-11=-3472/254, 1-18=-479/5972, 9-11=-256/3575 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 18-16 2x4 - 1 row at 0-9-0 oc, member 16-2 2x4 - 1 row at 0-9-0 oc, member 15-3 2x4 - 1 row at 0-9-0 oc, member 15-4 2x4 - 1 row at 0-9-0 oc, member 15-5 2x4 - 1 row at 0-9-0 oc, member 14-5 2x4 - 1 row at 0-9-0 oc, member 14-6 2x4 - 1 row at 0-9-0 oc, member 14-7 2x4 - 1 row at 0-9-0 oc, member 11-13 2x4 - 1 row at 0-9-0 oc, member 13-8 2x4 - 1 row at 0-9-0 oc, member 8-11 2x4 - 1 row at 0-9-0 oc, member 18-1 2x4 - 1 row at 0-9-0 oc, member 11-9 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) 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(2) 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 4) TCLL: ASCE 7-16; Pf=20.0 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 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) except (jt=lb) 19=448, 10=333. Continued on page 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 Truss A-E5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 TG63A Job Reference (optional) I45192161 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:16 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-Pw1K8cNolas_fb5Spqx0I4ZOuZoDrG6mFZvJ4LzajqH NOTES- 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 37 lb up at 2-6-5 on top chord, and 988 lb down and 78 lb up at 1-8-12, 2 lb down and 13 lb up at 2-6-5, 988 lb down and 81 lb up at 3-8-12, 435 lb down and 69 lb up at 3-11-12, 988 lb down and 81 lb up at 5-8-12, 988 lb down and 81 lb up at 7-8-12, 953 lb down and 82 lb up at 9-8-12, 953 lb down and 82 lb up at 11-8-12, 953 lb down and 82 lb up at 13-8-12, and 726 lb down and 52 lb up at 15-8-12, and 339 lb down and 60 lb up at 17-8-12 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=-60, 4-6=-60, 6-9=-60, 17-19=-20, 13-16=-20, 10-12=-20 Concentrated Loads (lb) Vert: 18=-988(F) 14=-953(F) 11=-339(F) 22=1(B) 23=-1422(F=-988, B=-435) 24=-988(F) 25=-988(F) 26=-953(F) 27=-953(F) 28=-726(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 Truss A-E3 Truss Type Common Qty 1 Ply 1 TG63A Job Reference (optional) I45192162 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:13 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-_LMCVaLvTfUPo8Mt8iOJhRxtlLtLe5cKZbgfT0zajqK Scale = 1:42.0 1 2 3 4 7 6 5 3x4 3x4 4x8 5x6 6x8 6x8 7-10-8 7-10-8 15-9-0 7-10-8 7-10-8 7-10-8 15-9-0 7-10-8 16-9-0 1-0-0 1-8-116-11-111-8-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-14], [3:0-3-8,Edge], [5:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.43 0.33 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.00 -0.00 (loc) 6-7 6-7 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 7=Mechanical, 5=0-3-8 Max Horz 7=-152(LC 6) Max Uplift 7=-35(LC 10), 5=-54(LC 11) Max Grav 7=616(LC 1), 5=690(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-615/75, 2-3=-620/76, 1-7=-543/75, 3-5=-617/94 BOT CHORD 6-7=-146/298 WEBS 2-6=0/268, 1-6=-37/274, 3-6=-48/278 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(2) 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; Pf=20.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 7, 5. 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. 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 Truss A-E2 Truss Type Common Qty 10 Ply 1 TG63A Job Reference (optional) I45192163 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-W8oqIEKHiLMYA_nha?t48EPiqyX6veLBKxx6xazajqL Scale = 1:42.0 1 2 3 4 5 8 7 6 3x4 3x4 4x8 5x6 6x8 6x8 7-10-8 7-10-8 15-9-0 7-10-8 -1-1-0 1-1-0 7-10-8 7-10-8 15-9-0 7-10-8 16-9-0 1-0-0 1-8-116-11-111-8-118.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,Edge], [6:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.44 0.33 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.00 -0.00 (loc) 6-7 7-8 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=158(LC 9) Max Uplift 8=-56(LC 10), 6=-55(LC 11) Max Grav 8=692(LC 1), 6=687(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-615/76, 3-4=-615/76, 2-8=-619/96, 4-6=-614/95 BOT CHORD 7-8=-164/318 WEBS 3-7=0/270, 2-7=-44/270, 4-7=-47/270 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(2) 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; Pf=20.0 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 greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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, 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. 8) 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. 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 Truss A-E1 Truss Type Common Girder Qty 1 Ply 2 TG63A Job Reference (optional) I45192164 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:12 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-W8oqIEKHiLMYA_nha?t48EPjJyQcvZUBKxx6xazajqL Scale = 1:42.0 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x4 8x8 4x4 4x4 3x4 6x12 MT20HS 3x4 6x12 MT20HS 7-10-8 7-10-8 15-9-0 7-10-8 -1-0-0 1-0-0 4-1-0 4-1-0 7-10-8 3-9-8 11-8-0 3-9-8 15-9-0 4-1-0 16-9-0 1-0-0 1-8-116-11-111-8-118.00 12 Plate Offsets (X,Y)-- [9:0-4-0,0-4-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.35 0.81 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 0.01 0.08 (loc) 9-10 9-10 8 9-10 l/defl >999 >630 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 195 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 *Except* 2-10,6-8: 2x6 SP DSS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-3-8, 8=0-3-8 Max Horz 10=-156(LC 8) Max Uplift 10=-335(LC 10), 8=-283(LC 11) Max Grav 10=4112(LC 2), 8=3052(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1426/144, 3-4=-3022/308, 4-5=-3022/308, 5-6=-604/109, 2-10=-938/136, 6-8=-510/116 BOT CHORD 9-10=-213/2276, 8-9=-167/2166 WEBS 4-9=-267/3032, 5-9=-125/489, 3-9=-120/334, 3-10=-1862/161, 5-8=-2574/196 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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) 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(2) 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 4) TCLL: ASCE 7-16; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=335, 8=283. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1237 lb down and 96 lb up at 1-8-4, 1237 lb down and 96 lb up at 3-8-4, 1237 lb down and 96 lb up at 5-8-4, 589 lb down and 69 lb up at 7-8-4, 589 lb down and 69 lb up at 9-8-4, and 589 lb down and 69 lb up at 11-8-4, and 589 lb down and 69 lb up at 13-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 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 Truss A-E1 Truss Type Common Girder Qty 1 Ply 2 TG63A Job Reference (optional) I45192164 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:12 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-W8oqIEKHiLMYA_nha?t48EPjJyQcvZUBKxx6xazajqL LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-10=-20 Concentrated Loads (lb) Vert: 9=-589(B) 11=-1102(B) 12=-1102(B) 13=-1102(B) 14=-589(B) 15=-589(B) 16=-589(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 Truss A-J3 Truss Type Roof Special Girder Qty 1 Ply 1 TG63A Job Reference (optional) I45192165 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-D3OcOfSZLQd7NWYcA52QYLpVY_zmF8rfeVMeI?zajqB Scale = 1:14.9 1 2 3 4 9 8 7 6 5 10 2x4 2x4 4x8 1.5x4 3x4 3x6 3x4 3x4 5x9 0-0-5 0-0-5 0-8-9 0-8-3 2-1-9 1-5-1 3-3-9 1-2-0 0-8-9 0-8-9 2-1-9 1-5-1 3-3-9 1-2-0 1-7-112-4-111-7-120-9-03.49 12 Plate Offsets (X,Y)-- [2:0-5-0,0-2-0], [6:0-6-0,0-4-0], [7:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.11 0.25 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 7 7 5 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-9: 2x6 SP DSS WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 9=0-4-2, 5=Mechanical Max Horz 9=50(LC 45) Max Uplift 9=-45(LC 8), 5=-49(LC 9) Max Grav 9=442(LC 29), 5=455(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-575/55 BOT CHORD 6-7=-53/565, 3-6=-57/483, 5-6=-75/547 WEBS 2-6=-51/504, 3-5=-674/81 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(2) 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; Pf=20.0 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down and 46 lb up at 2-0-5 on top chord, and 596 lb down and 55 lb up at 1-7-6, and 1 lb down and 12 lb up at 1-11-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 7-9=-20, 5-6=-20 Continued on page 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 Truss A-J3 Truss Type Roof Special Girder Qty 1 Ply 1 TG63A Job Reference (optional) I45192165 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:22 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-D3OcOfSZLQd7NWYcA52QYLpVY_zmF8rfeVMeI?zajqB LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=1(F) 10=-596(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 Truss A-B6 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192166 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:54 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-2hi0W56?xp550DPEXDYsPRfg2hQphUtXC8a9Idzajqd Scale = 1:70.1 1 2 3 5 7 9 11 13 14 15 16 17 18 19 20 21 22 23 24 25 4 6 8 1012 43 42 41 40 39 38 37 3635 34 33 32 31 30 29 28 27 26 44 4x4 3x4 3x6 5x6 6x8 5x6 4x8 5x6 6-6-12 6-6-12 9-11-3 3-4-7 12-10-0 2-10-13 19-6-13 6-8-13 29-6-0 9-11-3 6-6-12 6-6-12 7-6-4 0-11-8 14-9-0 7-2-12 21-11-12 7-2-12 29-6-0 7-6-4 1-8-1111-6-111-8-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-4-0,0-3-4], [20:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.27 0.21 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.00 0.00 (loc) 42-43 42-43 26 42 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E *Except* 2-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 11-40 WEBS 1 Row at midpt 14-38, 13-39, 15-36, 16-35, 17-34 JOINTS 1 Brace at Jt(s): 10, 44, 6 REACTIONS.All bearings 16-8-0 except (jt=length) 43=0-3-8. (lb) - Max Horz 43=231(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 43, 26, 38, 35, 34, 33, 32, 31, 30, 29, 28 except 40=-109(LC 10), 39=-159(LC 3), 27=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) 26, 38, 39, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 43=494(LC 1), 40=674(LC 17), 40=654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-489/150, 11-13=-167/273, 13-14=-163/259, 1-43=-433/113, 2-4=-391/119, 4-6=-403/126, 6-8=-427/140, 8-10=-447/150, 10-12=-478/171 BOT CHORD 42-43=-219/290, 12-40=-552/235 WEBS 1-42=-84/270, 42-44=-84/291, 12-44=-82/294 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(2) 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; Pf=20.0 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 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss 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) 43, 26, 38, 35, 34, 33, 32, 31, 30, 29, 28 except (jt=lb) 40=109, 39=159, 27=129. 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 Truss A-B5 Truss Type Roof Special Qty 4 Ply 1 TG63A Job Reference (optional) I45192167 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:52 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-6IaG5P4kPCrNnvFrPoWOK0aKEukdDWxEkq52Ekzajqf Scale = 1:68.2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x6 4x6 3x6 3x4 1.5x4 1.5x4 1.5x4 2x4 3x4 4x6 4x8 5x9 4x8 5x9 4x6 6x6 6x6 7-1-13 7-1-13 12-11-12 5-9-15 13-1-8 0-1-12 16-5-8 3-4-0 22-4-11 5-11-3 29-6-0 7-1-5 7-1-13 7-1-13 13-1-8 5-11-11 14-9-0 1-7-8 16-5-8 1-8-8 22-4-11 5-11-3 29-6-0 7-1-5 1-8-1111-6-111-8-112-0-08.00 12 Plate Offsets (X,Y)-- [13:0-2-12,0-2-4], [14:0-2-12,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.29 0.25 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.01 0.01 (loc) 10-11 10-11 10 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 4-15,6-12: 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. Except: 1 Row at midpt 4-14, 6-13 WEBS 1 Row at midpt 5-14 REACTIONS. (size) 17=Mechanical, 15=0-3-8, 10=Mechanical Max Horz 17=231(LC 7) Max Uplift 17=-5(LC 10), 15=-114(LC 10), 10=-49(LC 11) Max Grav 17=454(LC 1), 15=1273(LC 1), 10=609(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-408/51, 5-6=-262/161, 6-8=-313/81, 8-9=-621/69, 1-17=-384/45, 9-10=-539/88 BOT CHORD 16-17=-220/313, 14-15=-1228/140, 4-14=-263/137 WEBS 14-16=-96/350, 2-14=-403/151, 11-13=0/433, 8-13=-351/153, 9-11=0/285, 5-14=-610/32, 5-13=-175/654 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(2) 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; Pf=20.0 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) 17, 10 except (jt=lb) 15=114. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) 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. 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 Truss A-B4 Truss Type Common Qty 3 Ply 1 TG63A Job Reference (optional) I45192168 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:51 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-e60uu346eujX9lhfr4?9no17bUIRU1w5VALViIzajqg Scale = 1:67.8 1 2 3 4 5 6 7 13 12 10 9 814 15 16 11 17 18 19 3x8 MT18HS 5x6 3x6 3x6 4x4 4x4 4x4 4x4 3x4 4x6 4x6 3x4 9-11-10 9-11-10 12-10-0 2-10-6 19-6-6 6-8-6 29-6-0 9-11-10 6-4-4 6-4-4 14-9-0 8-4-13 21-11-12 7-2-12 29-6-0 7-6-4 1-8-1111-6-111-8-118.00 12 Plate Offsets (X,Y)-- [8:0-1-12,0-2-4], [13:0-1-12,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.63 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.48 0.04 0.03 (loc) 12-13 12-13 8 12-13 l/defl >562 >321 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 142 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 1-13,7-8: 2x6 SP DSS BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-13, 5-8 REACTIONS. (size) 13=Mechanical, 8=Mechanical, 11=0-3-8 Max Horz 13=231(LC 9) Max Uplift 13=-76(LC 10), 8=-76(LC 11) Max Grav 13=1265(LC 17), 8=1292(LC 18), 11=171(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-391/39, 2-4=-1319/182, 4-5=-1374/206, 5-7=-484/103, 1-13=-318/61, 7-8=-412/117 BOT CHORD 12-13=-155/1221, 11-12=0/881, 9-11=0/881, 8-9=-39/1111 WEBS 4-12=-87/523, 4-9=-113/667, 5-9=-258/235, 2-13=-1144/106, 5-8=-1121/52 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(2) 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; Pf=20.0 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) All plates are MT20 plates unless otherwise indicated. 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) 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) 13, 8. 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. 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 Truss A-B3 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192169 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:50 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-9vTVgj3UtbbgXb6TINUwFbUxr4yylb7xHWcx9rzajqh Scale = 1:74.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 20 21 22 23 24 25 26 5x6 8x16 MT18HS 3x8 MT18HS 1.5x4 3x6 1.5x4 3x6 6x10 4x4 6x8 4x4 1.5x4 4x6 5x6 4x4 4-11-0 4-11-0 12-10-0 7-11-0 13-5-0 0-7-0 19-6-11 6-1-11 29-6-0 9-11-5 4-11-0 4-11-0 9-2-0 4-3-0 13-5-0 4-3-0 14-9-0 1-4-0 21-11-12 7-2-12 29-6-0 7-6-4 3-4-55-0-011-6-110-8-111-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [9:Edge,0-0-0], [12:0-2-0,0-2-12], [13:Edge,0-1-8], [14:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.48 0.59 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.41 -0.02 0.07 (loc) 10-18 10-18 9 10-18 l/defl >864 >474 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 160 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 4-13: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SP DSS -t 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 4-12 WEBS 1 Row at midpt 5-12 REACTIONS. (size) 15=Mechanical, 13=0-3-8, 9=0-5-8 Max Horz 15=216(LC 9) Max Uplift 15=-37(LC 8), 13=-128(LC 12), 9=-72(LC 13) Max Grav 15=638(LC 22), 13=1258(LC 21), 9=840(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-571/66, 2-3=-629/117, 5-7=-810/195, 7-9=-1001/127, 1-15=-580/53 BOT CHORD 12-13=-1119/175, 4-12=-277/75, 9-10=-17/717 WEBS 2-14=-395/134, 3-14=-64/400, 3-12=-431/161, 5-12=-736/48, 7-10=-466/231, 1-14=-20/591, 5-10=-124/874 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(2) 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; Pf=20.0 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) 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) 15, 9 except (jt=lb) 13=128. 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. 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 Truss A-B2 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192170 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:49 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-hjv7TN2s6HTpwRXGkfyhiNypMghz06Ro2ssOdPzajqi Scale = 1:74.5 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 5x6 4x6 1.5x4 3x6 1.5x4 6x12 MT20HS 1.5x4 3x4 3x6 1.5x4 6x8 6x10 4x4 6x8 5x6 4x4 4x8 4x6 4x6 4x8 4-11-0 4-11-0 13-1-4 8-2-4 13-5-0 0-3-12 16-8-8 3-3-8 22-10-12 6-2-4 27-4-8 4-5-12 28-3-8 0-11-0 29-6-0 1-2-8 4-11-0 4-11-0 9-2-0 4-3-0 13-5-0 4-3-0 14-9-0 1-4-0 16-8-8 1-11-8 22-10-12 6-2-4 27-4-8 4-5-12 28-3-8 0-11-0 29-6-0 1-2-8 30-6-0 1-0-0 3-4-55-0-011-6-110-8-111-0-00-8-01-0-00-8-00-8-04.00 12 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [12:Edge,0-5-8], [15:0-5-8,0-2-8], [17:0-2-4,0-2-12], [19:0-6-0,0-2-8], [20:Edge,0-1-8], [21:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.27 0.31 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 0.03 0.01 (loc) 20-21 20-21 12 16 l/defl >999 >829 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 186 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 4-20,6-18,8-14: 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. Except: 1 Row at midpt 4-19, 6-17 WEBS 1 Row at midpt 5-19 REACTIONS. (size) 22=Mechanical, 20=0-7-8, 12=0-5-8 Max Horz 22=218(LC 11) Max Uplift 22=-44(LC 8), 20=-116(LC 12), 12=-57(LC 13) Max Grav 22=403(LC 33), 20=1513(LC 1), 12=609(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/23, 2-3=-352/68, 3-4=0/375, 4-5=0/302, 7-8=-651/44, 8-9=-938/43, 9-10=-499/33, 1-22=-368/59, 10-12=-568/62 BOT CHORD 19-20=-1434/162, 4-19=-340/103, 6-17=-446/179, 16-17=0/497, 15-16=-19/857 WEBS 2-21=-336/136, 3-21=-61/440, 3-19=-465/159, 5-17=-149/802, 7-17=-527/139, 7-16=0/303, 8-16=-372/83, 13-15=0/376, 9-15=-14/491, 9-13=-473/1, 1-21=-1/262, 10-13=-8/358, 5-19=-901/0 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 22, 12 except (jt=lb) 20=116. 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. 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 Truss A-B1 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192171 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:47 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-lLnN2h0cbgD5g8NucFwDdysTst?4YCYVaYNHZWzajqk Scale = 1:74.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 5x6 4x6 1.5x4 4x4 1.5x4 6x12 MT20HS 2x4 2x4 3x6 2x4 6x8 6x10 4x4 6x10 5x6 4x4 4x6 4x6 4x8 4x8 0-3-8 0-3-8 4-11-0 4-7-8 13-5-0 8-6-0 16-8-8 3-3-8 22-10-12 6-2-4 27-4-8 4-5-12 28-5-4 1-0-12 29-6-0 1-0-12 4-11-0 4-11-0 9-2-0 4-3-0 13-5-0 4-3-0 14-9-0 1-4-0 16-8-8 1-11-8 22-10-12 6-2-4 27-4-8 4-5-12 28-5-4 1-0-12 29-6-0 1-0-12 30-6-0 1-0-0 3-4-55-0-011-6-110-8-111-0-00-8-01-0-00-8-00-8-04.00 12 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-4], [12:Edge,0-5-8], [15:0-5-8,Edge], [17:0-2-12,0-3-0], [19:0-6-0,0-2-8], [20:Edge,0-3-8], [21:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.27 0.34 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.08 0.04 (loc) 20-21 20-21 12 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 186 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 4-20,6-18,8-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-12: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 4-19, 6-17 WEBS 1 Row at midpt 3-21 REACTIONS. (size) 22=Mechanical, 22=Mechanical, 12=0-5-8 Max Horz 22=218(LC 11) Max Uplift 22=-74(LC 12), 12=-88(LC 13) Max Grav 22=1167(LC 1), 22=1167(LC 1), 12=1238(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1147/62, 2-3=-1293/145, 3-4=-1171/147, 4-5=-1118/203, 5-6=-1278/210, 6-7=-1339/137, 7-8=-1812/104, 8-9=-2078/103, 9-10=-1148/65, 1-22=-1129/90, 10-12=-1160/92 BOT CHORD 4-19=-265/97, 6-17=-407/177, 16-17=0/1475, 15-16=-70/1852 WEBS 2-21=-593/157, 19-21=-108/892, 3-19=-294/145, 5-17=-158/980, 7-17=-552/140, 7-16=0/321, 8-16=-388/85, 1-21=-45/1198, 5-19=-178/533, 17-19=0/792, 9-13=-1057/32, 13-15=0/852, 9-15=-45/1048, 10-13=-32/822 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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) 22, 12. 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. 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 Truss A-A4 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192172 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:46 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-H8D?rM0_qM5E2_oh3XP_5lKIPTd8phnMMuek04zajql Scale = 1:81.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 5x6 5x6 3x6 3x4 3x6 4x6 2x4 8x12 3x4 2x4 4x6 3x4 6x8 3x4 5x6 8x8 4x6 6x10 3x6 4x4 5x9 4x6 5x6 4x8 5-7-4 5-7-4 10-11-0 5-3-12 19-5-0 8-6-0 20-9-0 1-4-0 22-8-8 1-11-8 28-10-12 6-2-4 33-4-8 4-5-12 34-3-8 0-11-0 35-6-0 1-2-8 -1-0-0 1-0-0 5-7-4 5-7-4 10-11-0 5-3-12 15-1-10 4-2-10 19-5-0 4-3-6 20-9-0 1-4-0 22-8-8 1-11-8 28-10-12 6-2-4 33-4-8 4-5-12 34-3-8 0-11-0 35-6-0 1-2-8 36-6-0 1-0-0 1-4-55-0-011-6-110-8-111-0-00-8-01-0-00-8-00-8-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [15:Edge,0-5-8], [18:0-6-4,0-3-0], [20:0-3-4,0-2-12], [22:0-6-8,Edge], [23:Edge,0-3-8], [24:0-4-0,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.31 0.45 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.39 0.12 0.10 (loc) 23-24 23-24 15 24 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 6-23,8-21,11-17: 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. Except: 1 Row at midpt 6-22, 8-20 REACTIONS. (size) 27=0-3-8, 15=0-5-8 Max Horz 27=234(LC 11) Max Uplift 27=-131(LC 12), 15=-92(LC 13) Max Grav 27=1477(LC 1), 15=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2427/194, 3-4=-2437/184, 4-5=-2754/284, 5-6=-1667/190, 6-7=-1598/249, 7-8=-1693/229, 8-10=-1777/179, 10-11=-2258/121, 11-12=-2725/116, 12-13=-1387/69, 2-27=-1409/162, 13-15=-1379/95 BOT CHORD 24-26=-272/2251, 8-20=-409/176, 19-20=-30/1846, 18-19=-83/2421, 11-18=0/274, 16-17=-21/289 WEBS 3-26=-337/87, 4-24=-992/190, 5-24=-131/1135, 22-24=-173/1537, 5-22=-774/195, 20-22=0/1115, 7-20=-159/1055, 10-20=-567/140, 10-19=0/326, 11-19=-589/93, 16-18=-2/1093, 12-18=-52/1404, 12-16=-1382/37, 2-26=-134/2105, 7-22=-218/949, 13-16=-34/981 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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) 15 except (jt=lb) 27=131. 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. 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 Truss A-A3 Truss Type Roof Special Qty 3 Ply 1 TG63A Job Reference (optional) I45192173 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:43 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-tZYsCKz5XRifBW36NPsHT6inAFckcK1vgxP4Qlzajqo Scale = 1:85.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 30 31 32 33 5x6 5x6 3x6 3x4 3x6 5x6 2x4 8x12 3x4 2x4 4x6 3x4 6x8 3x4 5x6 8x8 4x6 6x10 3x6 4x4 5x9 4x6 5x6 1.5x4 4x8 1.5x4 5-7-4 5-7-4 10-11-0 5-3-12 19-5-0 8-6-0 20-9-0 1-4-0 21-0-8 0-3-8 22-8-8 1-8-0 28-10-12 6-2-4 33-4-8 4-5-12 34-3-8 0-11-0 35-6-0 1-2-8 -1-0-0 1-0-0 5-7-4 5-7-4 10-11-0 5-3-12 15-1-10 4-2-10 19-5-0 4-3-6 20-9-0 1-4-0 22-8-8 1-11-8 28-10-12 6-2-4 33-4-8 4-5-12 34-3-8 0-11-0 35-6-0 1-2-8 36-6-0 1-0-0 1-4-55-0-011-6-110-8-111-0-00-8-01-0-00-8-00-8-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [15:Edge,0-5-8], [18:0-6-4,0-3-0], [20:0-3-4,0-2-12], [23:0-5-12,0-4-0], [26:0-4-0,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.31 0.43 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.34 0.12 0.10 (loc) 25-26 25-26 15 26 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 6-25,8-21,11-17: 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. Except: 1 Row at midpt 8-20 6-0-0 oc bracing: 6-23 10-0-0 oc bracing: 23-25 REACTIONS. (size) 29=0-3-8, 15=0-5-8 Max Horz 29=234(LC 11) Max Uplift 29=-131(LC 12), 15=-92(LC 13) Max Grav 29=1477(LC 1), 15=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2428/193, 3-4=-2435/185, 4-5=-2752/286, 5-6=-1664/185, 6-7=-1595/244, 7-8=-1693/229, 8-10=-1777/179, 10-11=-2258/121, 11-12=-2725/116, 12-13=-1387/69, 2-29=-1410/161, 13-15=-1379/95 BOT CHORD 26-28=-272/2252, 25-26=0/255, 23-25=0/253, 8-20=-409/176, 19-20=-30/1846, 18-19=-83/2421, 11-18=0/274, 16-17=-21/289 WEBS 3-28=-335/89, 4-26=-992/191, 5-26=-139/1133, 23-26=-156/1481, 5-23=-774/198, 20-23=0/1096, 7-20=-165/1057, 10-20=-567/140, 10-19=0/326, 11-19=-589/93, 16-18=-2/1093, 12-18=-52/1404, 12-16=-1382/37, 2-28=-133/2107, 7-23=-205/939, 13-16=-34/981 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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) 15 except (jt=lb) 29=131. 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. 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 Truss A-A2 Truss Type Roof Special Qty 1 Ply 1 TG63A Job Reference (optional) I45192174 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:41 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-wBQ6oeyr?qSxyDwkG_ppOhcMGSvx8QidCdwzLtzajqq Scale = 1:76.7 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 24 25 26 27 28 5x9 8x8 3x6 3x6 3x6 3x4 5x9 5x9 4x4 3x4 5x6 3x4 1.5x4 8x8 3x6 1.5x4 5x6 5-7-4 5-7-4 10-11-0 5-3-12 15-10-0 4-11-0 20-9-0 4-11-0 21-0-8 0-3-8 27-11-12 6-11-4 35-6-0 7-6-4 -1-0-0 1-0-0 5-7-4 5-7-4 10-11-0 5-3-12 15-10-0 4-11-0 20-9-0 4-11-0 27-11-12 7-2-12 35-6-0 7-6-4 36-6-0 1-0-0 1-4-55-0-011-6-110-8-111-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-5-12,0-2-8], [6:0-2-5,Edge], [10:0-4-8,Edge], [13:0-3-12,0-2-8], [15:0-4-0,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.52 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.08 0.09 (loc) 12-13 12-13 10 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 6-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SP DSS -t 1-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-13 REACTIONS. (size) 19=0-3-8, 10=0-5-8 Max Horz 19=226(LC 9) Max Uplift 19=-131(LC 12), 10=-90(LC 13) Max Grav 19=1566(LC 2), 10=1613(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2598/189, 3-4=-2604/194, 4-5=-2079/176, 5-6=-2117/302, 6-8=-1667/194, 8-10=-2176/122, 2-19=-1464/159 BOT CHORD 18-19=-206/285, 17-18=-275/2420, 15-17=-222/2436, 6-13=-5/819, 12-13=-34/1729, 10-12=-34/1729 WEBS 3-18=-326/97, 4-17=-5/259, 4-15=-1051/154, 5-15=-424/186, 13-15=0/1336, 6-15=-249/1058, 8-13=-633/181, 8-12=0/326, 2-18=-126/2261 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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) 10 except (jt=lb) 19=131. 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. 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 Truss A-A1 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192175 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:48:39 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-_oILNywbTCCEjvmL8ZnLIGX9QeKIgh7KlJRsH_zajqs Scale = 1:77.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 6059 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 61 62 63 64 3x4 3x4 3x6 5x6 5x6 2x4 2x4 3x6 4x8 5x6 21-0-8 21-0-8 35-6-0 14-5-8 -1-0-0 1-0-0 10-11-0 10-11-0 20-9-0 9-10-0 35-6-0 14-9-0 36-6-0 1-0-0 1-4-55-0-011-6-110-8-111-0-04.00 12 8.00 12 Plate Offsets (X,Y)-- [25:0-3-0,0-3-0], [30:0-2-4,0-1-11] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.11 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.02 (loc) 31 31 30 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 19-43: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -t 1-6-14 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, Except: 10-0-0 oc bracing: 42-43. 1 Row at midpt 19-42 WEBS 1 Row at midpt 18-44, 17-45, 16-46, 20-41, 21-40 REACTIONS.All bearings 35-6-0. (lb) - Max Horz 60=231(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 43, 30, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 except 60=-103(LC 8), 59=-294(LC 9) Max Grav All reactions 250 lb or less at joint(s) 43, 42, 30, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 except 60=312(LC 23) 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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) Bearing at joint(s) 42 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) 43, 30, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32 except (jt=lb) 60=103, 59=294. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 30, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32. 14) 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. 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 Truss A-D1 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192176 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:07 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-AB_xFXG9tpkF4CvknRHvRAhxUxveEMuSBfDLGMzajqQ Scale = 1:42.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 2928 27 26 25 24 23 22 21 20 4x4 3x6 20-7-0 20-7-0 -1-0-0 1-0-0 10-3-8 10-3-8 20-7-0 10-3-8 21-7-0 1-0-0 1-6-86-8-41-6-86.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.03 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 18 18 20 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 20-7-0. (lb) - Max Horz 37=91(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 37, 20, 30, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21 Max Grav All reactions 250 lb or less at joint(s) 37, 20, 29, 30, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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) 37, 20, 30, 31, 32, 33, 34, 35, 36, 27, 26, 25, 24, 23, 22, 21. 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. 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 Truss A-F1 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192177 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:17 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-t6bjLyOQWu_qHlgfNYTFrH6ewzJcavawUDetdnzajqG Scale = 1:33.9 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 2x4 4x4 2x4 13-1-8 13-1-8 -1-0-0 1-0-0 6-6-12 6-6-12 13-1-8 6-6-12 14-1-8 1-0-0 1-8-116-1-31-8-118.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.10 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 12 12 14 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E 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 13-1-8. (lb) - Max Horz 24=-140(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 21, 22, 18, 17, 16 except 24=-112(LC 6), 14=-103(LC 7), 23=-113(LC 7), 15=-105(LC 6) 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) 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 20, 21, 22, 18, 17, 16 except (jt=lb) 24=112, 14=103, 23=113, 15=105. 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. 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 Truss A-V9 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192178 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:32 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-x??OV4Zq_Vtia2JXlBEmySEDD?QUbhF7x2nAeQzajq1 Scale = 1:9.4 1 2 3 2x4 3x4 2x4 3-11-10 3-11-10 4-0-0 0-0-6 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-4-00-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-11-4, 3=3-11-4 Max Horz 1=-20(LC 8) Max Uplift 1=-8(LC 10), 3=-8(LC 11) Max Grav 1=121(LC 1), 3=121(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 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. 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 Truss A-V10 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192179 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:23 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-iGy_c?SB6kl_?g7ojoZf5YMewNLC_ccos95BqRzajqA Scale = 1:18.1 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-6 0-0-6 8-0-0 7-11-10 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-8-00-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.11 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 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. (size) 1=7-11-4, 3=7-11-4, 4=7-11-4 Max Horz 1=-45(LC 8) Max Uplift 1=-25(LC 10), 3=-31(LC 11) Max Grav 1=151(LC 1), 3=151(LC 1), 4=261(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 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. 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 Truss A-V11 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192180 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-ASWMpLTpt1trcqi?HW5udmukane3j2Cy5prkMtzajq9 Scale = 1:25.2 1 2 3 43x4 4x4 3x4 1.5x4 0-0-6 0-0-6 12-0-0 11-11-10 6-0-0 6-0-0 12-0-0 6-0-0 0-0-44-0-00-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.52 0.26 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 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. (size) 1=11-11-4, 3=11-11-4, 4=11-11-4 Max Horz 1=71(LC 7) Max Uplift 1=-39(LC 10), 3=-48(LC 11) Max Grav 1=236(LC 1), 3=236(LC 1), 4=410(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-272/62 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(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 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. 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 Truss A-V6 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192181 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:30 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-_ctd4OYaStd_Kl99enCIt18tTCky7nlqTlI3aXzajq3 Scale = 1:12.2 1 2 3 4 2x4 3x4 2x4 5-3-11 5-3-11 5-4-1 0-0-6 1-2-15 1-2-15 3-0-7 1-9-8 5-4-1 2-3-10 0-0-41-6-60-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-2-12, 3=5-2-12, 4=5-2-12 Max Horz 4=-23(LC 6) Max Uplift 3=-14(LC 11), 4=-69(LC 3) Max Grav 1=219(LC 3), 3=137(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 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. 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 Truss A-V7 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192182 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-ToR?HkZCDBlryvkLBUjXPEhyBc3IsCc_iO1c6zzajq2 Scale = 1:19.4 1 2 3 4 5 6 2x4 3x4 4x4 2x4 1.5x4 10-0-12 10-0-12 10-1-2 0-0-6 2-6-5 2-6-5 5-9-8 3-3-3 10-1-2 4-3-10 0-0-40-8-42-10-60-0-43.27 12 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 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 OTHERS 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. (size) 1=9-11-13, 4=9-11-13, 5=9-11-13 Max Horz 1=50(LC 11) Max Uplift 1=-78(LC 18), 4=-289(LC 18), 5=-200(LC 12) Max Grav 1=65(LC 12), 4=102(LC 12), 5=1069(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-212/598, 2-3=-203/743, 3-4=-192/705 BOT CHORD 1-5=-564/176, 4-5=-564/176 WEBS 3-5=-962/264 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(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=289, 5=200. 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. 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 Truss A-V8 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192183 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:31 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-ToR?HkZCDBlryvkLBUjXPEhu_c13s9C_iO1c6zzajq2 Scale = 1:27.5 1 2 3 4 5 6 7 3x4 3x6 5x6 4x4 1.5x4 14-9-13 14-9-13 14-10-3 0-0-6 3-9-11 3-9-11 8-6-9 4-8-15 14-10-3 6-3-10 0-0-41-0-74-2-60-0-43.27 12 8.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.30 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 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. (size) 1=14-8-14, 4=14-8-14, 5=14-8-14 Max Horz 1=77(LC 9) Max Uplift 1=-92(LC 31), 4=-385(LC 18), 5=-269(LC 12) Max Grav 1=77(LC 12), 4=137(LC 12), 5=1525(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/792, 2-3=-263/1029, 3-4=-248/952 BOT CHORD 1-5=-741/227, 4-5=-741/227 WEBS 3-5=-1349/356 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(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=385, 5=269. 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. 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 Truss A-G1 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192184 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:18 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-LI95ZIO2HB7huvFrxF_UOVfoDMfNJLO3jtOQ9DzajqF Scale = 1:26.6 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x6 4x4 3x6 10-8-0 10-8-0 -1-0-0 1-0-0 5-4-0 5-4-0 10-8-0 5-4-0 11-8-0 1-0-0 0-8-114-3-60-8-118.00 12 Plate Offsets (X,Y)-- [12:0-3-12,0-1-8], [20:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 10 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 48 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-8-0. (lb) - Max Horz 20=-96(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 20, 12, 17, 18, 19, 15, 14, 13. 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. 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 Truss A-G2 Truss Type Common Girder Qty 1 Ply 2 TG63A Job Reference (optional) I45192185 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:19 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-pVjTmePg2VFYW3q1UzVjwiBysmwa2jEDxX7_hgzajqE Scale = 1:27.0 1 2 3 41112 13 14 8x8 8x8 4x6 4x4 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 0-8-114-3-60-8-118.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-3-13], [3:0-0-0,0-3-13], [4:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.20 0.34 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.02 (loc) 4-7 4-7 1 4-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x6 SP DSS WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP 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) 1=0-3-8, 3=0-3-8 Max Horz 1=-69(LC 24) Max Uplift 1=-200(LC 10), 3=-217(LC 11) Max Grav 1=2794(LC 1), 3=2995(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3066/241, 2-3=-3067/241 BOT CHORD 1-4=-157/2469, 3-4=-157/2469 WEBS 2-4=-183/3025 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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(2) 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 4) TCLL: ASCE 7-16; Pf=20.0 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=200, 3=217. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 986 lb down and 80 lb up at 1-7-4, 988 lb down and 79 lb up at 3-7-4, 988 lb down and 82 lb up at 5-7-4, and 988 lb down and 82 lb up at 7-7-4, and 988 lb down and 82 lb up at 9-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 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 Truss A-G2 Truss Type Common Girder Qty 1 Ply 2 TG63A Job Reference (optional) I45192185 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:19 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-pVjTmePg2VFYW3q1UzVjwiBysmwa2jEDxX7_hgzajqE LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 5-8=-20 Concentrated Loads (lb) Vert: 4=-988(B) 11=-986(B) 12=-988(B) 13=-988(B) 14=-988(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 Truss A-V5 Truss Type GABLE Qty 1 Ply 1 TG63A Job Reference (optional) I45192186 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:29 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-WQJFs3XyiaV8jbay43g3KpciqoPqOKhhF5YV25zajq4 Scale = 1:38.3 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 4x4 3x4 5x6 18-5-7 18-5-7 9-2-12 9-2-12 18-5-7 9-2-12 0-0-46-1-130-0-48.00 12 Plate Offsets (X,Y)-- [19:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.04 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 13 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 85 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 18-5-7. (lb) - Max Horz 1=-113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 13, 19, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14 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(2) 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; Pf=20.0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 20, 21, 22, 23, 24, 18, 17, 16, 15, 14. 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. 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 Truss A-V4 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192187 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:28 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-2DmtfjWKxGNH5R0mWM9qnc3VZO2ofsFX0RpyVezajq5 Scale = 1:29.9 1 2 3 4 5 8 7 63x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-6 0-0-6 14-5-8 14-5-2 7-2-12 7-2-12 14-5-8 7-2-12 0-0-44-9-130-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.14 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-4-12. (lb) - Max Horz 1=87(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=263(LC 1), 8=326(LC 17), 6=325(LC 18) 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(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 8, 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. 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 Truss A-V3 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192188 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:27 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-a1CVRNVhAyFQTHRayeebFOWI6?hPwQHOnn3PzCzajq6 Scale = 1:22.2 1 2 3 42x4 4x4 2x4 1.5x4 0-0-6 0-0-6 10-5-8 10-5-2 5-2-12 5-2-12 10-5-8 5-2-12 0-0-43-5-130-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E 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. (size) 1=10-4-12, 3=10-4-12, 4=10-4-12 Max Horz 1=-61(LC 6) Max Uplift 1=-33(LC 10), 3=-41(LC 11) Max Grav 1=204(LC 1), 3=204(LC 1), 4=352(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 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. 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 Truss A-V2 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192189 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-6re6E1V3Pf7Zs7sNPx7MiB_BRbNYBzUFY7KrRmzajq7 Scale = 1:15.4 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-6 0-0-6 6-5-7 6-5-1 3-2-12 3-2-12 6-5-7 3-2-12 0-0-42-1-130-0-48.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=6-4-11, 3=6-4-11, 4=6-4-11 Max Horz 1=35(LC 9) Max Uplift 1=-19(LC 10), 3=-24(LC 11) Max Grav 1=118(LC 1), 3=118(LC 1), 4=204(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 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. 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 Truss A-V1 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192190 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:22 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-D3OcOfSZLQd7NWYcA52QYLpW7_0HF9mfeVMeI?zajqB Scale = 1:6.8 1 2 3 2x4 3x4 2x4 2-5-1 2-5-1 2-5-7 0-0-6 1-2-12 1-2-12 2-5-7 1-2-12 0-0-40-9-130-0-48.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-4-11, 3=2-4-11 Max Horz 1=-10(LC 8) Max Uplift 1=-4(LC 10), 3=-4(LC 11) Max Grav 1=60(LC 1), 3=60(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) 1, 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. 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 Truss A-D2 Truss Type Common Qty 3 Ply 1 TG63A Job Reference (optional) I45192191 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:09 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-6Z6hgDHPPQ_zJW36vsJNWbnD?kRii8lkeziSKFzajqO Scale = 1:40.6 1 2 3 4 5 8 7 6 3x4 4x6 3x4 6x10 4x6 4x6 4x8 4x8 10-3-8 10-3-8 20-7-0 10-3-8 5-2-4 5-2-4 10-3-8 5-1-4 15-4-12 5-1-4 20-7-0 5-2-4 1-6-86-8-41-6-86.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.35 0.63 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 0.03 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >689 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=-85(LC 8) Max Uplift 8=-55(LC 12), 6=-55(LC 13) Max Grav 8=850(LC 18), 6=850(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-880/80, 3-4=-880/80 BOT CHORD 7-8=-98/876, 6-7=-65/876 WEBS 3-7=0/449, 2-8=-922/105, 4-6=-922/105 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(2) 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; Pf=20.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 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. 8) 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. 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 Truss A-D3 Truss Type Common Girder Qty 1 Ply 2 TG63A Job Reference (optional) I45192192 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:10 2021 Page 2 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-amg3tZI1Ak6qxgdJTarc3pJOn8qpRbDutdS?thzajqN NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1164 lb down and 77 lb up at 0-6-4, 383 lb down and 64 lb up at 2-6-4, 598 lb down and 57 lb up at 4-6-4, 1212 lb down and 96 lb up at 6-6-4, 1212 lb down and 96 lb up at 8-6-4, 1212 lb down and 96 lb up at 10-6-4, 434 lb down and 25 lb up at 12-6-4, 434 lb down and 25 lb up at 14-6-4, and 434 lb down and 25 lb up at 16-6-4, and 434 lb down and 25 lb up at 18-6-4 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: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1091(F) 11=-1164(F) 12=-383(F) 13=-535(F) 14=-1091(F) 15=-1091(F) 16=-434(F) 17=-434(F) 18=-434(F) 19=-434(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 Truss A-J1 Truss Type Jack-Open Qty 1 Ply 1 TG63A Job Reference (optional) I45192193 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-HhHrz_QIppNP8COE2g0yTwk9pALjnFGMABtXD6zajqD Scale = 1:13.0 1 2 5 3 41.5x4 1.5x4 1-4-15 1-4-15 -1-0-0 1-0-0 1-4-15 1-4-15 1-5-31-11-154.78 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.12 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=36(LC 9) Max Uplift 5=-27(LC 8), 3=-28(LC 18), 4=-6(LC 9) Max Grav 5=198(LC 19), 3=16(LC 19), 4=22(LC 5) 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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) 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) 5, 3, 4. 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. 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 Truss A-J2 Truss Type Jack-Open Qty 1 Ply 1 TG63A Job Reference (optional) I45192194 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:20 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-HhHrz_QIppNP8COE2g0yTwk9pALknFGMABtXD6zajqD Scale = 1:13.0 1 2 5 3 41.5x4 1.5x4 1-4-11 1-4-11 -1-0-0 1-0-0 1-4-11 1-4-11 1-5-31-11-140-4-61-7-81-11-144.78 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MR 0.12 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.00 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=36(LC 9) Max Uplift 5=-27(LC 8), 3=-29(LC 18), 4=-6(LC 9) Max Grav 5=198(LC 19), 3=15(LC 19), 4=22(LC 5) 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(2) 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; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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) 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) 5, 3, 4. 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. 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 Truss A-V12 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192195 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:24 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-ASWMpLTpt1trcqi?HW5udmurTngLj3Gy5prkMtzajq9 Scale = 1:11.1 1 2 3 2x4 3x4 2x4 0-0-8 0-0-8 5-4-0 5-3-8 2-8-0 2-8-0 5-4-0 2-8-0 0-0-41-4-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-3-0, 3=5-3-0 Max Horz 1=13(LC 12) Max Uplift 1=-12(LC 12), 3=-12(LC 13) Max Grav 1=181(LC 18), 3=181(LC 19) 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(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. 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 Truss A-V13 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192196 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:25 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-ee4k1hUReL?iE_HBrDc7AzRvqB0cSWw5KTaIvKzajq8 Scale = 1:18.6 1 2 3 4 2x4 4x4 2x4 1.5x4 0-0-8 0-0-8 9-8-4 9-7-12 5-4-0 5-4-0 9-8-4 4-4-4 0-0-42-8-00-5-146.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.17 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 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. (size) 1=9-11-3, 3=9-11-3, 4=9-11-3 Max Horz 1=-31(LC 17) Max Uplift 1=-32(LC 12), 3=-37(LC 13) Max Grav 1=265(LC 18), 3=248(LC 19), 4=368(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-255/58 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(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. 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 Truss A-V14 Truss Type Valley Qty 1 Ply 1 TG63A Job Reference (optional) I45192197 8.430 s Feb 12 2021 MiTek Industries, Inc. Mon Mar 15 09:49:26 2021 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:ieWjV0GTWr?k7AW5Wob_9QzyQJD-6re6E1V3Pf7Zs7sNPx7MiB_9ObNNBzrFY7KrRmzajq7 Scale = 1:25.6 1 2 3 4 5 9 8 7 6 10 11 3x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 13-8-8 13-8-8 8-0-0 8-0-0 13-8-8 5-8-8 0-0-44-0-01-1-126.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E 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 13-8-0. (lb) - Max Horz 1=55(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 9, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=318(LC 19), 9=462(LC 18), 7=424(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-378/126, 4-7=-360/116 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(2) 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; Pf=20.0 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 9, 7. 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. 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 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.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