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HomeMy WebLinkAboutGN010.0 - TRUSS DRAWINGS16023 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 Timberland Home Center-Brazil, IN. September 27,2021 Liu, Xuegang Pages or sheets covered by this seal: I48082195 thru I48082298 My license renewal date for the state of Indiana is July 31, 2022. WF63 S WF63 S 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. 812 =2x8 =3x6 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =3x4 =3x8 =4x6 12 11 10 9 8 1 13 14 2 7 3 6 4 15 16 5 1-4-4 -1-4-4 5-4-2 22-0-0 5-7-14 11-0-0 5-7-14 16-7-14 5-4-2 5-4-2 0-3-8 22-0-0 7-1-11 14-6-13 7-1-11 21-8-8 7-5-3 7-5-33-5-100-5-1010-9-103-0-0Scale = 1:71.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.07 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.15 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.04 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 123 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 6-8 REACTIONS (lb/size)12=961/0-3-8, 14=842/0-3-8 Max Horiz 12=53 (LC 4) Max Uplift 12=-46 (LC 4), 14=-17 (LC 4) Max Grav 12=961 (LC 1), 14=868 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-146/151, 3-5=-792/159,5-6=-793/155, 6-7=-194/93, 2-12=-250/142, 8-13=0/672, 7-13=0/672 BOT CHORD 11-12=0/523, 9-11=0/451, 8-9=0/530 WEBS 5-9=-31/243, 5-11=-44/242, 3-11=-78/140, 3-12=-820/0, 6-9=-91/124, 6-8=-749/0, 7-14=-987/25 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior (1) 14-0-0 to 21-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof liveload 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)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 46 lb uplift at joint 12 and 17 lb uplift at joint 14. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082195A05Common21WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:11 Page: 1 ID:0uvCXXwOl9AntIjQs9IiHkzGtu1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x6 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =3x4 =3x4 =4x6 =4x6 14 13 12 1110 9 8 1 15 16 2 7 3 4 6 1817 5 1-4-4 -1-4-4 5-4-2 22-0-0 5-7-14 11-0-0 5-7-14 16-7-14 5-4-2 5-4-2 0-3-8 0-11-8 0-6-9 21-8-8 0-8-0 0-8-0 0-3-8 22-0-0 6-5-11 7-5-3 6-7-2 21-1-15 7-1-11 14-6-133-5-100-5-1010-9-103-0-0Scale = 1:74.4 Plate Offsets (X, Y):[8:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.05 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.12 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.04 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-8:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 8-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 4-13 REACTIONS (lb/size)13=1000/0-3-8, 16=804/0-3-8 Max Horiz 13=53 (LC 4) Max Uplift 13=-81 (LC 4), 16=-15 (LC 4) Max Grav 13=1000 (LC 1), 16=830 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-4=-87/126, 4-5=-707/155, 5-6=-754/152, 6-7=-250/88, 2-14=-131/0, 8-15=0/606, 7-15=0/606 BOT CHORD 13-14=-25/46, 12-13=0/430, 10-12=0/411, 9-10=0/499, 8-9=0/123 WEBS 5-10=-31/267, 5-12=-41/156, 4-12=-31/128, 4-13=-841/0, 6-10=-94/124, 6-9=-668/0, 2-13=-142/156, 7-16=-950/22 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior (1) 14-0-0 to 21-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 3x4 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)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 13 and 15 lb uplift at joint 16. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082196A06Common11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:13 Page: 1 ID:heNa9ywtusyNAfq71JlPTXzGtrS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =3x8 =4x6 10 9 8 7 6 11 12 51 2 4 1413 3 4-11-12 4-11-12 5-4-4 15-8-4 5-4-4 10-4-0 5-7-12 21-4-0 0-3-8 21-4-0 6-9-3 6-9-3 7-1-11 13-10-14 7-1-11 21-0-83-10-150-5-1010-9-103-0-0Scale = 1:67.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.06 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.12 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.04 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-5:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 4-6 REACTIONS (lb/size)10=842/0-3-8, 12=819/0-3-8 Max Horiz 10=16 (LC 4) Max Uplift 10=-10 (LC 4), 12=-13 (LC 4) Max Grav 10=864 (LC 7), 12=844 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-138/112, 2-3=-742/157, 3-4=-772/155,4-5=-205/99, 1-10=-170/74, 6-11=0/633, 5-11=0/633 BOT CHORD 9-10=0/473, 7-9=0/425, 6-7=0/517 WEBS 3-7=-37/273, 4-7=-117/130, 3-9=-44/199, 2-9=-43/132, 2-10=-796/0, 4-6=-708/0, 5-12=-966/23 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-9-12 to 3-9-12, Interior (1) 3-9-12 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior (1) 14-0-0 to 21-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 10 and 13 lb uplift at joint 12. 6)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082197A07Common21WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:13 Page: 1 ID:LU9zphTk3_lrhjLzjzaBKDzGtqk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 Sheet Front1 Ply =3x4 =5x6 =4x6 =3x4 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 211 202 1934039 184 175 166 7 15814 9 13 10 12 11 1-4-4 22-4-4 1-4-4 -1-4-4 10-6-0 10-6-0 10-6-0 21-0-0 21-0-01-5-108-5-10Scale = 1:55.8 Plate Offsets (X, Y):[31:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.00 22 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-30 REACTIONS (lb/size)22=170/21-0-0, 23=39/21-0-0, 24=115/21-0-0, 25=106/21-0-0, 26=107/21-0-0, 27=107/21-0-0, 28=106/21-0-0, 29=112/21-0-0, 30=116/21-0-0, 31=113/21-0-0, 32=105/21-0-0, 33=107/21-0-0, 34=107/21-0-0, 35=106/21-0-0, 36=115/21-0-0, 37=41/21-0-0, 38=168/21-0-0 Max Uplift 22=-91 (LC 4), 23=-45 (LC 6), 24=-27 (LC 4), 25=-29 (LC 4), 26=-27 (LC 4), 27=-27 (LC 4), 28=-40 (LC 4), 30=-56 (LC 9),32=-41 (LC 4), 33=-27 (LC 4),34=-27 (LC 4), 35=-29 (LC 4),36=-27 (LC 4), 37=-44 (LC 6),38=-91 (LC 4) Max Grav 22=233 (LC 6), 23=93 (LC 5), 24=121 (LC 8), 25=117 (LC 8), 26=117 (LC 8), 27=117 (LC 8), 28=121 (LC 8), 29=112 (LC 1), 30=246 (LC 4), 31=113 (LC 1), 32=119 (LC 8), 33=117 (LC 8), 34=117 (LC 8), 35=117 (LC 8), 36=121 (LC 8), 37=94 (LC 5), 38=232 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-38=-227/122, 1-2=0/83, 2-3=-27/58, 3-4=-22/74, 4-5=-40/110, 5-6=-57/142, 6-7=-75/176, 7-9=-92/208, 9-10=-113/247, 10-11=-122/263, 11-12=-122/263, 12-13=-113/247, 13-15=-93/209, 15-16=-76/176, 16-17=-58/143, 17-18=-40/110, 18-19=-23/74, 19-20=-29/58, 20-21=0/83, 20-22=-228/122 BOT CHORD 37-38=-29/67, 36-37=-29/67, 35-36=-29/67, 34-35=-29/67, 33-34=-29/67, 32-33=-29/67, 30-32=-29/67, 29-30=-28/66, 28-29=-28/66, 27-28=-28/66, 26-27=-28/66, 25-26=-28/66, 24-25=-28/66, 23-24=-28/66, 22-23=-28/66 WEBS 11-30=-230/73, 10-31=-86/10, 9-32=-94/56, 7-33=-90/43, 6-34=-90/44, 5-35=-90/43, 4-36=-96/49, 3-37=-62/73, 12-29=-85/10, 13-28=-94/56, 15-27=-90/43, 16-26=-90/44, 17-25=-90/43, 18-24=-96/49, 19-23=-61/73 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -1-4-4 to 1-7-12, Exterior(2N) 1-7-12 to 7-6-0, Corner(3R) 7-6-0 to 13-6-0, Exterior(2N) 13-6-0 to 19-4-4, Corner(3E) 19-4-4 to 22-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 2x4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 38, 91 lb uplift at joint 22, 56 lb uplift at joint 30, 41 lb uplift at joint 32, 27 lb uplift at joint 33, 27 lb uplift at joint 34, 29 lb uplift at joint 35, 27 lb uplift at joint 36, 44 lb uplift at joint 37, 40 lb uplift at joint 28, 27 lb uplift at joint 27, 27 lb uplift at joint 26, 29 lb uplift at joint 25, 27 lb uplift at joint 24 and 45 lb uplift at joint 23. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply WF63 S I48082198B01Common Supported Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:14 Page: 1 ID:fGqSOOP5O8v8tJaj5ZSjpzzGtoE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 27,2021 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082198B01Common Supported Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:14 Page: 2 ID:fGqSOOP5O8v8tJaj5ZSjpzzGtoE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?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. 812 =2x8 =3x6 =4x6 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =4x6 =3x6 =2x8 14 13 12 11 10 1 9 82 3 7 4 61516 5 1-4-4 22-4-4 1-4-4 -1-4-4 4-10-10 4-10-10 4-10-10 21-0-0 5-7-6 16-1-6 5-7-6 10-6-0 6-9-11 13-10-13 7-1-3 7-1-3 7-1-3 21-0-01-5-108-5-10Scale = 1:56.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.06 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.12 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.02 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)10=918/0-3-8, 14=918/0-3-8 Max Uplift 10=-52 (LC 4), 14=-52 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-186/82, 3-5=-922/117, 5-7=-922/117, 7-8=-186/82, 8-9=0/83, 2-14=-265/99, 8-10=-265/99 BOT CHORD 13-14=0/703, 11-13=0/526, 10-11=0/703 WEBS 5-11=-14/323, 7-11=-176/113, 5-13=-14/323, 3-13=-176/113, 3-14=-862/0, 7-10=-862/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior (1) 13-6-0 to 19-4-4, Exterior(2E) 19-4-4 to 22-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 52 lb uplift at joint 14 and 52 lb uplift at joint 10. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082199B02Common21WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:14 Page: 1 ID:x_aXSvGWlyxd_jqS17FRTxzGtpj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x8 =3x6 =4x6 =3x4 =3x4 =4x6 =3x4 =3x4 =4x6 =3x6 =2x8 12 11 10 9 8 7 1 6 2 5 41314 3 1-4-4 22-4-4 4-10-10 4-10-10 4-10-10 21-0-0 5-7-6 16-1-6 5-7-6 10-6-0 6-9-11 13-10-13 7-1-3 7-1-3 7-1-3 21-0-01-5-108-5-10Scale = 1:56.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.06 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.12 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=922/0-3-8, 12=825/0-3-8 Max Horiz 12=-39 (LC 4) Max Uplift 8=-52 (LC 4), 12=-11 (LC 4) Max Grav 8=922 (LC 1), 12=850 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-187/61, 2-3=-931/118, 3-5=-925/117, 5-6=-186/82, 6-7=0/83, 1-12=-195/44, 6-8=-265/99 BOT CHORD 11-12=0/715, 9-11=0/530, 8-9=0/706 WEBS 3-9=-15/323, 3-11=-16/333, 2-11=-186/114, 5-9=-176/113, 2-12=-866/7, 5-8=-867/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior (1) 13-6-0 to 19-4-4, Exterior(2E) 19-4-4 to 22-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 20.0 psf onoverhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 8 and 11 lb uplift at joint 12. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082200B03Common41WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:14 Page: 1 ID:E95Tdkyu5nFOxdFcQIH1pAzGtop-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 Sheet Front1 Ply =4x6 =5x6 28 27 26 25 24 23 22 21 20 19 18 17 16 151 142 133 124 115 106 97 8 1-4-4 17-10-4 1-4-4 -1-4-4 8-3-0 8-3-0 8-3-0 16-6-0 16-6-01-5-106-11-10Scale = 1:47.3 Plate Offsets (X, Y):[22:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.00 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 98 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)16=168/16-6-0, 17=75/16-6-0, 18=113/16-6-0, 19=106/16-6-0, 20=106/16-6-0, 21=112/16-6-0, 22=118/16-6-0, 23=112/16-6-0,24=106/16-6-0, 25=106/16-6-0,26=113/16-6-0, 27=75/16-6-0,28=168/16-6-0 Max Uplift 16=-126 (LC 4), 17=-28 (LC 4), 18=-36 (LC 4), 19=-35 (LC 4), 20=-45 (LC 4), 21=-8 (LC 4), 22=-38 (LC 9), 23=-8 (LC 4),24=-45 (LC 4), 25=-35 (LC 4),26=-36 (LC 4), 27=-28 (LC 4),28=-126 (LC 4) Max Grav 16=211 (LC 6), 17=110 (LC 8), 18=119 (LC 8), 19=118 (LC 8), 20=120 (LC 8), 21=114 (LC 8), 22=229 (LC 4), 23=114 (LC 8),24=120 (LC 8), 25=118 (LC 8),26=119 (LC 8), 27=110 (LC 8),28=211 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-28=-201/148, 1-2=0/83, 2-3=-26/79, 3-4=-37/104, 4-5=-54/145, 5-6=-72/181, 6-7=-92/223, 7-8=-105/246, 8-9=-105/246, 9-10=-92/223, 10-11=-72/181, 11-12=-54/145, 12-13=-37/104, 13-14=-26/79, 14-15=0/83, 14-16=-201/148 BOT CHORD 27-28=-33/63, 26-27=-33/63, 25-26=-33/63, 24-25=-33/63, 23-24=-33/63, 21-23=-33/63, 20-21=-33/63, 19-20=-33/63, 18-19=-33/63, 17-18=-33/63, 16-17=-33/63 WEBS 8-22=-213/54, 7-23=-87/24, 6-24=-94/62, 5-25=-90/50, 4-26=-94/57, 3-27=-75/45, 9-21=-87/24, 10-20=-94/62, 11-19=-90/50, 12-18=-94/57, 13-17=-75/45 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -1-4-4 to 1-7-0, Exterior(2N) 1-7-0 to 5-3-0, Corner(3R) 5-3-0 to 11-3-0, Exterior(2N) 11-3-0 to 14-10-4, Corner(3E) 14-10-4 to 17-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 2x4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 28, 126 lb uplift at joint 16, 38 lb uplift at joint 22, 8 lb uplift at joint 23, 45 lb uplift at joint 24, 35 lb uplift at joint 25, 36 lb uplift at joint 26, 28 lb uplift at joint 27, 8 lb uplift at joint 21, 45 lb uplift at joint 20, 35 lb uplift at joint 19, 36 lb uplift at joint 18 and 28 lb uplift at joint 17. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082201C01Common Supported Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:15 Page: 1 ID:100JOULX9pXfXffQq6JiADzGtkR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =6x8 =5x6 =5x9 =6x8 =3x4 7 6 5 1 42 8 11 109 3 1-4-4 -1-4-4 8-3-0 8-3-0 8-3-0 16-6-0 8-3-0 8-3-0 8-3-0 16-6-01-5-106-11-10Scale = 1:46.8 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-8,Edge], [6:0-4-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.09 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.18 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.01 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=644/0-3-8, 7=743/0-3-8 Max Horiz 7=40 (LC 4) Max Uplift 5=-21 (LC 4), 7=-63 (LC 4) Max Grav 5=667 (LC 8), 7=743 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-683/71, 3-4=-674/67, 2-7=-670/104, 4-5=-595/62 BOT CHORD 5-7=-70/285 WEBS 3-6=0/306, 2-6=0/197, 4-6=0/240 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 5-3-0, Exterior(2R) 5-3-0 to 11-3-0, Interior (1) 11-3-0 to 13-4-4, Exterior(2E) 13-4-4 to 16-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 7 and 21 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082202C02Common11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:15 Page: 1 ID:GC?s8x2r27NC1pFcsMMqfxzGtkq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x8 =6x10 =4x6 =4x9 =MT18HS 7x18 =2x4 =5x9 =4x9 =3x8 =3x6 =2x4 NAILED NAILED NAILED NAILED 13 12 11 10 9 8 1 7 62 4 514 1915 1816 17 3 1-4-4 19-6-4 1-4-4 -1-4-4 1-8-0 16-7-12 1-6-4 18-2-0 6-8-12 14-11-12 8-3-0 8-3-0 1-4-8 18-2-0 1-11-8 16-9-8 6-8-12 14-10-0 8-1-4 8-1-46-11-101-5-100-1-132-4-02-4-00-1-132-5-134-5-146-11-10Scale = 1:53 Plate Offsets (X, Y):[2:0-4-12,0-2-0], [4:0-3-12,0-2-8], [5:0-4-8,0-1-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.03 10-11 >999 240 MT18HS 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.06 10-11 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.62 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x4 SPF-S1650F 1.6E, 3-4:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-2:2x6 SPF No.2, 8-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS (lb/size)8=800/0-3-8, 13=807/0-3-8 Max Horiz 13=2 (LC 6) Max Uplift 8=-90 (LC 6), 13=-62 (LC 6) Max Grav 8=1071 (LC 22), 13=873 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/88, 2-3=-827/76, 3-4=-900/77, 4-5=-461/51, 5-6=-623/71, 6-7=0/92, 2-13=-800/106, 6-8=-1042/104 BOT CHORD 11-13=-34/419, 10-11=0/1151, 9-10=0/1147, 8-9=-40/42 WEBS 3-11=0/388, 4-11=-622/95, 4-10=0/178, 4-9=-1068/55, 5-9=-62/367, 2-11=0/409, 6-9=-1/651 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 5-3-0, Exterior(2R) 5-3-0 to 11-3-0, Interior (1) 11-3-0 to 16-7-12, Exterior(2E) 16-7-12 to 19-6-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 13 and 90 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 4=-1 (B), 10=0 (B), 9=2 (B) Job Truss Truss Type Qty Ply WF63 S I48082203C03Roof Special Girder 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:15 Page: 1 ID:aeizqGE2iuN3ffC?IjwDhyzFZa5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =6x8 =3x4 =4x6 =4x9 =2x4 =4x12 =4x9 =3x8 =3x6 =2x4 13 12 11 10 9 8 1 7 2062 1914 15 5416 1817 3 1-4-4 19-6-4 1-4-4 -1-4-4 1-8-0 14-7-12 3-6-4 18-2-0 4-8-12 12-11-12 8-3-0 8-3-0 1-11-8 14-9-8 3-4-8 18-2-0 4-7-0 12-10-0 8-3-0 8-3-06-11-101-5-100-1-133-8-03-8-00-1-133-9-133-1-146-11-10Scale = 1:49.7 Plate Offsets (X, Y):[2:0-2-12,0-2-0], [5:0-4-8,0-1-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.10 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.21 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-2:2x6 SPF No.2, 8-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. REACTIONS (lb/size)8=798/0-3-8, 13=789/0-3-8 Max Horiz 13=-4 (LC 56) Max Uplift 8=-73 (LC 6), 13=-109 (LC 6) Max Grav 8=1085 (LC 22), 13=864 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/88, 2-3=-807/87, 3-4=-811/102, 4-5=-667/74, 5-6=-899/69, 6-7=0/92, 2-13=-788/154, 6-8=-1050/91 BOT CHORD 11-13=-84/389, 10-11=0/891, 9-10=0/890, 8-9=-35/35 WEBS 3-11=0/395, 4-11=-438/77, 4-10=0/69, 4-9=-534/36, 5-9=-5/308, 2-11=-16/405, 6-9=0/670 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 5-3-0, Exterior(2R) 5-3-0 to 11-3-0, Interior (1) 11-3-0 to 12-11-12, Exterior(2R) 12-11-12 to 16-6-4, Exterior(2E) 16-6-4 to 19-6-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 13 and 73 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 86 lb up at 3-0-3 on top 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 15=22 Job Truss Truss Type Qty Ply WF63 S I48082204C04Roof Special 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:16 Page: 1 ID:VYyaS4B9hMZfOviryvIvRvzFZV_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x8 =4x6 =3x6 =4x9 =4x6 =4x6 =3x8 =6x6 =4x9 =4x9 =4x6 =3x4 14 13 12 11 10 9 8 722 21 2151 3 16 17 205 6 19 18 4 1-4-4 19-6-4 1-8-0 13-8-0 3-0-8 3-0-8 3-9-0 12-0-0 5-2-8 8-3-0 4-6-0 18-2-0 1-11-8 13-9-12 3-2-4 3-2-4 4-4-4 18-2-0 8-8-0 11-10-46-11-103-0-01-5-100-1-130-5-153-0-03-0-00-5-153-5-150-9-144-3-130-1-134-5-102-6-06-11-10Scale = 1:47.5 Plate Offsets (X, Y):[2:0-6-0,0-2-0], [5:0-2-11,Edge], [6:0-4-8,0-1-3], [7:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.05 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.11 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-4 max.): 1-2, 2-13, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 2-11 REACTIONS (lb/size)9=852/0-3-8, 14=1066/0-3-8 Max Horiz 14=-47 (LC 37) Max Uplift 9=-83 (LC 6), 14=-98 (LC 6) Max Grav 9=1268 (LC 24), 14=1279 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-1233/97, 1-2=-1332/145, 2-13=-1023/183, 2-3=-467/91, 3-4=-491/124, 4-5=-1359/155, 5-6=-849/96, 6-7=-1175/86, 7-8=0/92, 7-9=-1205/107 BOT CHORD 13-14=-1/91, 11-13=-26/1296, 10-11=0/1087, 9-10=-25/117 WEBS 1-13=-144/1697, 2-4=-528/0, 2-11=-684/120, 4-11=-67/828, 5-11=-381/113, 5-10=-578/9, 6-10=0/303, 7-10=0/777 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 6-2-4, Exterior(2R) 6-2-4 to 11-3-0, Interior (1) 11-3-0 to 12-0-0, Exterior(2R) 12-0-0 to 16-6-4, Exterior(2E) 16-6-4 to 19-6-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate gripDOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 14 and 83 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 245 lb down and 31 lb up at 0-11-12, and 236 lb down and 128 lb up at 3-2-4 on top 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60,7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 2=-197, 15=-200 Job Truss Truss Type Qty Ply WF63 S I48082205C05Roof Special Girder 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:17 Page: 1 ID:WMXs9Wo9h1?Q?l6fR6is?gzFZUB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =6x8 =4x6 =6x6 =5x6 =4x12 =4x6 =4x9 =2x4 =2x4 =3x4 12 11 10 9 1 132 14 15 8 71620 61719 1834 5 1-4-4 -1-4-4 1-8-0 8-0-8 1-7-4 15-1-8 1-10-8 9-11-0 3-7-4 13-6-4 6-4-8 6-4-8 1-5-8 15-1-8 1-11-8 8-2-4 5-5-12 13-8-0 6-2-12 6-2-126-11-101-5-100-5-153-0-00-1-135-6-135-6-130-1-135-8-101-3-06-11-10Scale = 1:50 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-5,Edge], [4:0-3-0,0-2-3], [8:0-5-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.04 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(CT)-0.08 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-6:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=592/ Mechanical, 12=691/0-3-8 Max Horiz 12=129 (LC 6) Max Uplift 7=-43 (LC 6), 12=-66 (LC 6) Max Grav 7=658 (LC 10), 12=1008 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-835/63, 3-4=-506/81, 4-5=-625/119, 5-6=-994/160, 6-7=-951/78, 2-12=-946/100 BOT CHORD 11-12=-131/277, 10-11=-30/524, 9-10=0/26, 8-9=0/97, 6-8=-200/85, 7-8=-45/733 WEBS 3-11=0/137, 4-10=-410/57, 5-8=-71/583, 2-11=0/361, 3-10=-157/38, 5-10=-43/325, 8-10=-10/424 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 3-4-8, Exterior(2R) 3-4-8 to 6-4-8, Exterior(2E) 6-4-8 to 8-0-8, Exterior(2R) 8-0-8 to 12-0-12, Exterior(2E) 12-0-12 to 15-0-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 7 and 66 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082206C06Roof Special 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:17 Page: 1 ID:rz1tRTZpCkNHH8GIDBYIGbzGtf?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x6 =3x4 =6x6 =4x6 =4x9 =2x4 =3x4 =3x6 =2x4 =5x9 =5x9 =4x9 =6x8 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HUS26 11 10 9 8 7 2516 26 15 1427 28 13 29 30 12 241 17 18 213 4 22 5 2320192 6 1-4-4 30-4-4 3-9-0 3-9-0 5-3-4 20-9-0 5-9-8 9-6-8 5-11-4 15-5-12 8-3-0 29-0-0 3-7-4 3-7-4 5-6-12 20-10-12 5-9-8 15-4-0 5-11-4 9-6-8 8-1-4 29-0-06-11-101-5-103-0-00-1-133-0-03-9-136-9-130-1-136-11-10Scale = 1:56.8 Plate Offsets (X, Y):[2:0-3-5,Edge], [6:0-4-8,0-1-3], [7:0-3-8,Edge], [12:0-6-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL)-0.14 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.24 12-13 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.73 Horz(CT)0.08 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 308 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 5-11:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-11 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=1466/0-3-8, 16=1570/0-3-8 Max Horiz 16=-112 (LC 6) Max Uplift 9=-111 (LC 6), 16=-243 (LC 6) Max Grav 9=1747 (LC 20), 16=1923 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2220/307, 2-3=-3908/403, 3-5=-3904/402, 5-6=-4441/258, 6-7=-2041/157, 7-8=0/92, 1-16=-1850/248, 7-9=-1661/152 BOT CHORD 15-16=-27/147, 13-15=-87/1836, 12-13=-63/4486, 11-12=0/75, 5-12=-368/175, 10-11=-7/26, 9-10=-42/575 WEBS 2-15=-445/60, 2-13=-139/2417, 3-13=-766/225, 5-13=-664/48, 10-12=0/1892, 6-12=-98/3291, 6-10=-1017/74, 1-15=-205/1832, 7-10=0/1429 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, 2x4 - 1 row at 0-9-0 oc. Web 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 7-11-15, Interior (1) 7-11-15 to 16-6-2, Exterior(2R) 16-6-2 to 24-11-15, Interior (1) 24-11-15 to 27-4-4, Exterior(2E) 27-4-4 to 30-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)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. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 16 and 111 lb uplift at joint 9. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 13-9-12 from the left end to connect truss(es) to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-6=-60, 6-7=-60, 7-8=-60, 12-16=-20, 9-11=-20 Concentrated Loads (lb) Vert: 2=-24 (B), 4=-26 (B), 15=-13 (B), 13=-13 (B), 3=-24 (B), 17=-48 (B), 19=-24 (B), 20=-24 (B), 21=-24 (B), 26=-60 (B), 27=-13 (B), 28=-13 (B), 29=-13 (B), 30=-333 (B) Job Truss Truss Type Qty Ply WF63 S I48082207C07Hip Girder 1 2WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:18 Page: 1 ID:7I2XzNAk0Iw?1x2agnvBLRzGtaL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x8 =MT18HS 5x14 =8x8 =8x8 =MT18HS 7x10 =7x12 =10x10=2x4 =3x6 =3x6 =MT18HS 12x14 =10x10 =12x12 =3x6 =3x6 =6x8 =6x8 =MT18HS 5x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Special HUS26 HUS26 HUS26 Special 14 33 13 34 35 12 11 10 9 2619 27 28 1829 17 30 16 31 32 2515 1 824 7220 4 22 23 521 63 1-4-4 30-4-4 2-11-7 2-11-7 3-4-12 18-10-8 2-8-1 5-7-8 4-11-2 15-5-12 4-11-2 10-6-10 4-11-0 23-9-8 5-2-8 29-0-0 3-8-4 19-0-4 4-9-4 23-9-8 4-9-6 15-4-0 5-0-14 10-6-10 5-2-8 29-0-0 5-5-12 5-5-128-2-101-5-103-0-00-1-133-0-05-0-138-0-130-1-138-2-10Scale = 1:63.7 Plate Offsets (X, Y):[3:0-7-5,Edge], [6:0-7-5,Edge], [9:0-3-0,0-1-12], [12:0-3-8,0-3-0], [13:0-5-8,0-6-0], [15:0-8-0,0-7-4], [16:0-5-0,0-5-8], [18:0-3-8,0-6-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.33 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.54 15-16 >637 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr NO WB 0.98 Horz(CT)0.24 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 620 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-6:2x4 SPF-S1650F 1.6E BOT CHORD 2x8 SP 2250F 1.8E *Except* 5-14:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 13-15,15-6:2x4SPF-S 1650F 1.6E, 19-1:2x6 SPF No.2,11-9,12-9,3-16:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-8 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)11=9762/0-3-8, 19=12028/0-3-8 Max Horiz 19=-99 (LC 48) Max Grav 11=10124 (LC 20), 19=12231 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2157/0, 2-3=-14860/0, 3-4=-19558/0, 4-5=-19553/0, 5-6=-23107/0, 6-8=-13849/0, 8-9=-13230/0, 9-10=0/92, 1-19=-1426/0, 9-11=-9920/0 BOT CHORD 18-19=0/10131, 16-18=0/12488, 15-16=0/23379, 14-15=0/149, 5-15=0/2942, 13-14=0/189, 12-13=0/10849, 11-12=0/721 WEBS 3-18=-48/1489, 13-15=0/16025, 6-15=0/18269, 6-13=-6597/0, 8-13=0/1087, 8-12=-1205/0, 2-19=-12633/0, 9-12=0/10360, 5-16=-4954/0, 3-16=0/9744, 4-16=-819/24, 2-18=0/3557 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-5-0 oc. Web 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-2-12 to 3-2-12, Exterior(2R) 3-2-12 to 9-10-7, Interior (1) 9-10-7 to 14-7-10, Exterior(2R) 14-7-10 to 23-1-7, Interior (1) 23-1-7 to 27-4-4, Exterior(2E) 27-4-4 to 30-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)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. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)The Fabrication Tolerance at joint 15 = 4% 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 3-11-4 oc max. starting at 1-11-4 from the left end to 21-9-0 to connect truss(es) to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2031 lb down at 15-5-12, and 106 lb down and 67 lb up at 23-7-8 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 (lb/ft) Vert: 1-3=-60, 3-6=-60, 6-9=-60, 9-10=-60, 15-19=-20, 11-14=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF63 S I48082208C08Hip Girder 1 3WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:19 Page: 1 ID:JVJOZO7IQZto04amospi25zGtZ6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 27,2021 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. Vert: 17=-1463 (F), 15=-2031 (F), 12=-99 (F),27=-1465 (F), 28=-1465 (F), 29=-1463 (F), 30=-1463 (F), 31=-1744 (F), 32=-1953 (F), 33=-2096 (F), 34=-2097 (F), 35=-2071 (F) Job Truss Truss Type Qty Ply WF63 S I48082208C08Hip Girder 1 3WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:19 Page: 2 ID:JVJOZO7IQZto04amospi25zGtZ6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?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. 6.6612 =2x4 =3x6 =4x6 =2x4 NAILED NAILED NAILED NAILED 1 5 10 11 4 2 6 7 8 9 3 2-5-5 -2-5-5 5-10-5 5-10-5 0-0-9 0-0-9 5-9-12 5-10-54-11-41-4-44-7-4Scale = 1:43.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.06 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.12 4-5 >580 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=183/ Mechanical, 5=411/0-4-5 Max Horiz 5=102 (LC 6) Max Uplift 4=-72 (LC 6), 5=-206 (LC 6) Max Grav 4=287 (LC 9), 5=497 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-444/216, 1-2=0/125, 2-3=-140/87, 3-4=-234/44 BOT CHORD 4-5=-85/0 WEBS 2-4=-2/153 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Corner (3) -1-6-14 to 2-8-0,Exterior(2R) 2-8-0 to 6-6-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for thisdesign. 4)This truss has been designed for greater of min roof live load of 17.3 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 206 lb uplift at joint 5 and 72 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)"NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10)In the LOAD CASE(S) section, loads applied to the faceof 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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=2 (F), 11=4 (B) Job Truss Truss Type Qty Ply WF63 S I48082209CJ01Diagonal Hip Girder 2 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:19 Page: 1 ID:XCRWe?yDq3Zo?uvW9X8IfByaNJt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. =3x4 =4x6 =4x6 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 9 16 8 17 18 19 7 20 21 22 23 6 1 10 11 2 12 3 4 13 14 15 5 5-8-0 11-5-12 5-9-12 5-9-12 5-9-12 17-3-8 8-7-12 8-7-12 8-7-12 17-3-82-7-8Scale = 1:36.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)0.06 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.10 7-9 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.37 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 76 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins (4-8-1 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-6 REACTIONS (lb/size)6=665/0-3-8, 9=626/0-3-8 Max Uplift 6=-397 (LC 6), 9=-386 (LC 6) Max Grav 6=760 (LC 11), 9=727 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-138/113, 1-2=-80/59, 2-4=-1474/750, 4-5=-81/60, 5-6=-169/114 BOT CHORD 7-9=-683/1299, 6-7=-683/1298 WEBS 2-7=-8/314, 2-9=-1355/736, 4-7=-9/314,4-6=-1354/735 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 386 lb uplift at joint 9 and 397 lb uplift at joint 6. 7)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10)In the LOAD CASE(S) section, loads applied to the faceof 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 (lb/ft) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 1=41 (B), 16=3 (B), 17=3 (B), 18=3 (B), 19=3 (B), 20=3 (B), 21=3 (B), 22=3 (B), 23=3 (B) Job Truss Truss Type Qty Ply WF63 S I48082210D01Flat Girder 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:20 Page: 1 ID:Of7cBTvhk0wyiMJjfemLrnzGtIc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. =3x4 =3x8 =3x6 =3x10 =2x4 =3x8 =3x8 =3x4 8 7 6 5 1 2 3 4 8-7-12 8-7-12 8-7-12 17-3-8 8-7-12 8-7-12 8-7-12 17-3-83-11-8Scale = 1:36.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.12 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.25 6-8 >824 180 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins (4-3-14 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)5=680/0-3-8, 8=680/0-3-8 Max Uplift 5=-274 (LC 6), 8=-274 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-604/314, 1-2=-953/432, 2-4=-953/432, 4-5=-604/314 BOT CHORD 6-8=-14/50, 5-6=-14/50 WEBS 1-6=-395/983, 2-6=-590/435, 4-6=-395/983 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 8 and 274 lb uplift at joint 5. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082211D02Flat11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:20 Page: 1 ID:oVKAOJ8E0AR75RrZqr71f?zGtII-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x4 =5x9 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x6 =3x4 12 11 10 9 8 1 2 4 5 6 14 7133 1-4-4 -1-4-4 5-2-12 11-11-0 5-2-12 6-8-4 1-5-8 1-5-8 5-4-8 17-3-8 2-10-5 2-10-5 6-4-7 9-2-12 8-0-12 17-3-85-5-54-5-105-3-80-1-135-3-85-3-80-1-135-5-5Scale = 1:46.1 Plate Offsets (X, Y):[3:0-4-8,0-1-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.11 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.22 8-9 >938 180 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS (lb/size)8=676/0-3-8, 12=774/0-3-8 Max Horiz 12=38 (LC 6) Max Uplift 12=-30 (LC 6) Max Grav 8=1102 (LC 16), 12=1059 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-99/148, 3-4=-464/75, 4-5=-929/52, 5-7=-74/65, 7-8=-248/33, 2-12=-299/155 BOT CHORD 11-12=0/266, 9-11=0/929, 8-9=0/841 WEBS 3-11=0/726, 3-12=-1048/0, 4-9=-6/131,4-11=-772/10, 5-9=0/242, 5-8=-1131/14 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 3-1-12 to 10-2-7, Interior (1) 10-2-7 to 18-7-12, Exterior(2E) 18-7-12 to 21-7-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082212D03Half Hip 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:20 Page: 1 ID:22yrzqtsub?cIfQ5LSC65fzGtHM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =5x6 =5x6 =8x8 =6x6 =4x6 =4x6 =4x9 =2x4 =3x10 =5x9 =6x6 =3x6 =5x9 =3x4 =6x6 =3x6 =3x6 =3x6 21 20 19 18 17 16 15 14 13 12 11 30101 2929 2822274562524262373 8 1-4-4 39-4-4 2-8-8 27-6-0 1-4-4 -1-4-4 5-1-4 32-7-4 7-0-13 17-6-15 5-4-12 38-0-0 7-2-9 24-9-8 7-2-9 10-6-1 3-3-8 3-3-8 3-1-12 3-1-12 6-3-12 31-3-0 6-9-0 38-0-0 7-0-13 17-6-15 7-4-5 24-11-4 7-4-5 10-6-18-5-104-5-101-5-100-1-136-6-26-6-20-1-136-7-151-9-118-5-10Scale = 1:74.2 Plate Offsets (X, Y):[2:0-2-9,0-2-8], [3:0-5-5,Edge], [7:0-4-8,0-2-0], [16:0-2-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.26 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.44 16-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.11 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 210 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 19-3,17-7,16-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 3-20, 4-19, 7-16, 8-14, 9-13 REACTIONS (lb/size)13=1598/0-3-8, 21=1598/0-3-8 Max Horiz 21=-15 (LC 7) Max Uplift 13=-64 (LC 6), 21=-60 (LC 6) Max Grav 13=1654 (LC 27), 21=2092 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-1176/107, 3-4=-2759/112, 4-6=-3305/109, 6-7=-3312/111, 7-8=-3183/169, 8-9=-2092/150, 9-11=-277/99, 11-12=0/83, 2-21=-2082/70, 11-13=-363/113 BOT CHORD 20-21=-29/52, 19-20=0/1008, 17-19=0/2753, 16-17=0/2649, 14-16=0/1691, 13-14=0/1619 WEBS 3-20=-1261/16, 3-19=-15/2306, 4-19=-1361/99, 4-17=0/731, 6-17=-903/89, 7-17=-3/867, 7-16=-2709/148, 8-16=-70/2981, 8-14=-50/338, 9-14=-187/182, 2-20=0/1693, 9-13=-2028/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 3-1-12 to 6-11-6, Exterior(2R) 6-11-6 to 11-7-2, Interior (1) 11-7-2 to 29-3-8, Exterior(2R) 29-3-8 to 35-9-10, Interior (1) 35-9-10 to 40-0-10, Exterior(2E) 40-0-10 to 43-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 21 and 64 lb uplift at joint 13. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082213D04Roof Special 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:21 Page: 1 ID:b9wJw_gOXHosj0O6GUHusAzGt8a-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =4x6 =6x6 =3x6 =4x9 =3x4 =3x6 =2x4 =4x9 =3x6 =6x6 =3x4 =4x9 =MT18HS 3x8=3x6 18 17 16 15 14 13 12 11 10 9 26 251 2428 19 4 5 621 2220 23 73 1-4-4 39-4-4 1-4-4 -1-4-4 4-9-1 32-11-9 5-0-7 38-0-0 7-6-8 20-6-4 7-8-4 12-11-12 7-8-4 28-2-8 5-3-8 5-3-8 5-1-12 5-1-12 7-6-8 20-6-4 7-10-0 28-4-4 7-10-0 12-11-12 9-7-12 38-0-07-11-154-5-101-5-100-1-137-10-37-10-30-1-137-11-15Scale = 1:73.3 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-3-5,Edge], [7:0-3-5,Edge], [15:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.21 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.77 Vert(CT)-0.42 11-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.10 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7:2x4 SP2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-9:2x4 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-4 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 3-17, 4-15, 6-14, 8-11 REACTIONS (lb/size)11=1598/0-3-8, 18=1598/0-3-8 Max Horiz 18=-29 (LC 7) Max Uplift 11=-40 (LC 6), 18=-36 (LC 6) Max Grav 11=1832 (LC 20), 18=2033 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-1538/93, 3-4=-2590/76, 4-6=-2806/74, 6-7=-2810/76, 7-8=-2357/76, 8-9=-347/55, 9-10=0/92, 2-18=-1997/59, 9-11=-541/83 BOT CHORD 17-18=-21/49, 15-17=0/1278, 14-15=0/2586, 12-14=0/1960, 11-12=0/1744 WEBS 3-17=-926/20, 3-15=0/1842, 4-15=-1138/65, 4-14=0/328, 6-14=-916/65, 7-14=0/1190, 7-12=-17/302, 2-17=0/1647, 8-11=-2162/13, 8-12=-169/296 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 3-1-12 to 6-11-6, Exterior(2R) 6-11-6 to 15-2-0, Interior (1) 15-2-0 to 27-4-0, Exterior(2R) 27-4-0 to 38-1-0, Interior (1) 38-1-0 to 40-0-10, Exterior(2E) 40-0-10 to 43-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 18 and 40 lb uplift at joint 11. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082214D05Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:21 Page: 1 ID:wFmNcuh2b7Rm5Ru1fxTF9rzFYpj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =6x6 =4x6 =MT18HS 6x12 =4x9 =3x4 =3x6 =3x4 =3x6 =3x4 =3x6 =3x8 =MT18HS 6x12 =3x6 =6x6 =3x6 =6x6 =3x6 20 19 18 17 16 15 14 13 12 11 1027 26 9251 8224 21 4 5 6 2322 73 1-4-4 39-4-4 1-6-8 1-6-8 6-2-8 19-10-4 6-4-4 13-7-12 6-4-4 26-2-8 5-9-0 7-3-8 5-9-0 31-11-8 6-0-8 38-0-0 1-6-8 1-6-8 5-10-12 7-5-4 5-10-12 31-11-8 6-0-8 38-0-0 9-3-12 26-0-12 9-3-12 16-9-09-3-154-5-101-5-100-1-139-2-29-2-20-1-139-3-15Scale = 1:70.9 Plate Offsets (X, Y):[1:0-3-0,0-1-8], [3:0-9-5,Edge], [7:0-9-5,Edge], [12:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.16 14-16 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.80 Vert(CT)-0.36 14-16 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.09 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 203 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 6-14 REACTIONS (lb/size)12=1600/0-3-8, 20=1507/0-3-8 Max Horiz 20=-36 (LC 7) Max Uplift 12=-37 (LC 6), 20=-12 (LC 6) Max Grav 12=1881 (LC 20), 20=1809 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-594/61, 2-3=-1637/103, 3-4=-1346/119, 4-6=-2181/98, 6-7=-1771/119, 7-8=-2143/102, 8-10=-2184/49, 10-11=0/83, 1-20=-1775/25, 10-12=-1818/70 BOT CHORD 19-20=-14/81, 18-19=0/484, 16-18=0/2075, 14-16=0/2218, 13-14=0/1698, 12-13=0/197 WEBS 2-19=-1397/43, 2-18=0/1132, 3-18=0/470, 7-14=0/757, 8-14=-409/75, 8-13=-235/58, 1-19=-13/1507, 10-13=0/1632, 4-16=0/351, 4-18=-1280/2, 6-16=-144/67, 6-14=-788/1 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 4-7-12 to 8-5-6, Exterior(2R) 8-5-6 to 17-2-0, Interior (1) 17-2-0 to 25-4-0, Exterior(2R) 25-4-0 to 36-1-0, Interior (1) 36-1-0 to 40-0-10, Exterior(2E) 40-0-10 to 43-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 20 and 37 lb uplift at joint 12. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082215D06Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:22 Page: 1 ID:itM6ZtckhU0_C7ie6vq3EszFYoX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =3x8 =4x9 =MT18HS 7x10 =3x8 =3x6 =3x4 =3x4 =3x4 =3x8 =6x12 =2x4 =5x6 =3x6 =6x12 =2x4 =3x6 =3x10 =3x6 =4x6 =3x6 17 16 15 14 13 12 11 3122 21 20 19 18 101923 30 24 2928 425 26 27 285 63 7 1-4-4 39-4-4 4-11-8 19-2-8 4-11-8 24-2-0 4-11-8 14-3-0 4-6-7 33-2-13 4-9-4 4-9-4 4-6-6 28-8-6 4-6-4 9-3-8 4-9-3 38-0-0 4-6-7 33-2-13 4-9-3 38-0-0 4-9-14 28-8-6 7-1-12 16-7-0 7-3-8 23-10-8 9-5-4 9-5-410-8-51-5-103-0-00-1-130-2-23-0-07-6-210-6-20-1-1310-7-15Scale = 1:71.2 Plate Offsets (X, Y):[3:0-7-5,Edge], [11:0-3-0,0-1-12], [13:Edge,0-1-8], [14:0-3-8,0-1-8], [15:0-6-0,0-2-0], [18:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.21 21-22 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.43 21-22 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.19 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 208 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 15-18:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-8 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17,13-14. WEBS 1 Row at midpt 2-22, 7-15, 4-21, 5-18 REACTIONS (lb/size)13=1600/0-3-8, 22=1507/0-3-8 Max Horiz 22=-86 (LC 6) Max Uplift 13=-45 (LC 6), 22=-26 (LC 6) Max Grav 13=1924 (LC 20), 22=1799 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-319/40, 2-3=-2162/107, 3-4=-1803/115, 4-5=-2453/107, 5-7=-2160/107, 7-8=-2166/187, 8-9=-2167/97, 9-11=-2200/46, 11-12=0/83, 1-22=-333/33, 11-13=-1872/70 BOT CHORD 21-22=0/1624, 19-21=0/2369, 18-19=0/2494, 17-18=0/77, 7-18=0/1976, 15-17=-2/19, 14-15=0/1755, 13-14=-12/91 WEBS 3-21=0/858, 2-22=-2013/65, 11-14=0/1724, 8-15=-513/111, 7-15=-1341/0, 9-15=-83/143, 15-18=0/2493, 9-14=-369/44, 2-21=-130/258, 4-19=0/337, 4-21=-1029/14, 5-19=-185/41, 5-18=-604/27 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-11-6, Exterior(2R) 3-11-6 to 14-8-0, Interior (1) 14-8-0 to 18-9-8, Exterior(2R) 18-9-8 to 29-6-8, Interior (1) 29-6-8 to 35-6-10, Exterior(2E) 35-6-10 to 39-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 22 and 45 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082216D07Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:22 Page: 1 ID:NRPmukEDqrDL7JC8mGij?QzFYl9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =6x6 =5x6 =3x6 =3x4 =6x6 =3x8 =3x8 =2x4 =3x8 =6x6 =3x8 =2x8 =5x9 =3x6 =6x8 =6x6 =3x4 11 10 9 18 17 16 15 14 13 12 1 8 7192520 2 21 24 6 422 233 5 1-9-12 24-0-4 5-5-8 22-2-8 5-5-8 16-9-0 1-11-0 32-8-8 5-9-8 5-9-8 5-6-0 11-3-8 6-9-4 30-9-8 1-9-12 23-10-8 1-11-0 32-8-8 5-3-12 22-0-12 5-3-12 16-9-0 5-7-12 11-5-4 5-9-8 5-9-8 6-11-0 30-9-811-11-151-5-104-11-153-0-00-1-133-0-08-10-311-10-30-1-1311-11-15Scale = 1:76.6 Plate Offsets (X, Y):[1:Edge,0-1-12], [3:0-3-5,Edge], [5:0-3-5,Edge], [12:0-6-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.08 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.17 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.10 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 205 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-11:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-3 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 4-13, 7-10 REACTIONS (lb/size)9=1297/0-3-8, 18=1297/0-3-8 Max Horiz 18=-76 (LC 6) Max Uplift 9=-21 (LC 6), 18=-10 (LC 6) Max Grav 9=1674 (LC 19), 18=1695 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2044/58, 2-3=-1705/118, 3-4=-1283/130, 4-5=-1245/125, 5-6=-1558/147, 6-7=-1842/89, 7-8=-581/73, 1-18=-1637/39, 8-9=-1681/18 BOT CHORD 17-18=-17/147, 15-17=0/1575, 14-15=0/1517, 13-14=0/1517, 12-13=0/1355, 11-12=0/123, 6-12=0/105, 10-11=0/31, 9-10=-51/59 WEBS 2-17=-206/68, 2-15=-415/54, 3-15=0/505, 4-15=-451/5, 4-14=0/212, 4-13=-522/14, 5-13=-45/749, 6-13=-583/76, 10-12=0/563, 7-12=0/929, 7-10=-1552/28, 1-17=0/1462, 8-10=0/1519 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 6-8-0, Exterior(2R) 6-8-0 to 15-11-0, Interior (1) 15-11-0 to 17-7-0, Exterior(2R) 17-7-0 to 26-10-0, Interior (1) 26-10-0 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 18 and 21 lb uplift at joint 9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082217D08Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:23 Page: 1 ID:LWpo_YJ6JhuxllMCrOo2zhzFYiT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x6 =6x6 =3x4 =5x6 =3x6 =3x6 =3x4 =MT18HS 6x12 =3x8 =MT18HS 6x12 =3x8 =2x8 =5x9 =3x8 =3x6 =6x10 =5x6 =3x4 12 11 10 18 17 16 15 14 13 1 919278202672 253 21 246 22 234 5 3-9-12 24-0-4 1-11-0 32-8-8 6-11-0 20-2-8 6-9-8 6-9-8 6-6-0 13-3-8 6-9-4 30-9-8 1-11-0 32-8-8 3-9-12 23-10-8 6-7-8 20-0-12 6-7-12 13-5-4 6-9-8 6-9-8 6-11-0 30-9-813-3-151-5-104-11-153-0-00-1-133-0-010-2-213-2-20-1-1313-3-15Scale = 1:83 Plate Offsets (X, Y):[4:0-6-0,Edge], [5:0-2-6,Edge], [9:0-2-8,0-2-4], [13:0-6-4,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.10 15-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.52 Vert(CT)-0.18 14-15 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.10 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 *Except* 6-12:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-5-11 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-14, 6-14, 8-11, 9-10 REACTIONS (lb/size)10=1297/0-3-8, 18=1297/0-3-8 Max Horiz 18=-76 (LC 6) Max Uplift 10=-10 (LC 6) Max Grav 10=1782 (LC 19), 18=1759 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-2225/51, 3-4=-1805/123, 4-5=-1288/137, 5-6=-1678/137, 6-8=-2065/76, 8-9=-611/71, 1-18=-1693/35, 9-10=-1788/8 BOT CHORD 17-18=0/177, 15-17=0/1741, 14-15=0/1328, 13-14=0/1542, 12-13=0/122, 6-13=0/129, 11-12=0/25, 10-11=-51/58 WEBS 3-17=-161/120, 3-15=-552/52, 4-15=0/494, 4-14=-204/116, 5-14=0/596, 6-14=-555/51, 11-13=0/616, 8-13=0/1051, 8-11=-1688/10, 1-17=0/1591, 9-11=0/1638 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 8-8-0, Exterior(2R) 8-8-0 to 24-10-0, Interior (1) 24-10-0 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 10. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082218D09Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:23 Page: 1 ID:YuI363vzhl_Q2oIXx29TA1zFYf6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =3x6 =4x6 =3x6 =3x4 =4x9 =3x4 =3x8 =2x4 =4x9 =3x4 =3x6 =2x4 =4x9 =3x6 =4x9 =3x8 =2x4 12 11 10 19 18 17 16 15 14 13 1 9 2 24 83 2320 7 4 621225 2-0-13 24-0-4 4-2-5 28-2-8 5-2-7 16-9-0 5-2-7 21-11-7 5-11-1 5-11-1 5-7-9 11-6-9 4-6-0 32-8-8 2-0-13 23-10-8 4-4-1 28-2-8 4-6-0 32-8-8 5-0-11 21-9-11 5-0-11 16-9-0 5-9-5 11-8-5 5-11-1 5-11-112-2-01-5-104-11-153-0-09-2-03-0-0Scale = 1:74.1 Plate Offsets (X, Y):[1:Edge,0-1-12], [4:0-6-12,0-2-0], [6:0-6-12,0-2-0], [13:0-5-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.06 15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.12 14-15 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.08 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 207 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-12:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 8-11 REACTIONS (lb/size)10=1297/0-3-8, 19=1297/0-3-8 Max Horiz 19=-77 (LC 4) Max Uplift 10=-23 (LC 4), 19=-12 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-1595/62, 3-4=-1420/125, 4-5=-1222/141, 5-6=-1222/141, 6-7=-1306/145, 7-8=-1419/102, 8-9=-868/101, 1-19=-1240/42, 9-10=-1257/50 BOT CHORD 18-19=-15/100, 16-18=0/1256, 15-16=0/1097, 14-15=0/1056, 13-14=0/1117, 12-13=0/70, 7-13=0/115, 11-12=0/15, 10-11=-46/57 WEBS 3-18=-132/71, 3-16=-241/54, 4-16=0/319, 4-15=-6/216, 5-15=-342/80, 6-15=-15/296, 6-14=-12/273, 7-14=-230/57, 1-18=0/1182, 9-11=0/957, 8-13=0/678, 8-11=-1094/0, 11-13=0/801 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 6-11-1, Exterior(2R) 6-11-1 to 16-2-1, Interior (1) 16-2-1 to 17-3-15, Exterior(2R) 17-3-15 to 26-6-15, Interior (1) 26-6-15 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 19 and 23 lb uplift at joint 10. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082219D10Piggyback Base 4 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:24 Page: 1 ID:CTY1C_G9sfeJ1F058dAGs8zFYef-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x8 =3x6 =4x6 =3x4 =3x4 =3x4 =3x6 =4x6 =3x8 =3x4 =4x12 =2x4 =6x6 =5x9 =4x6 =2x4 16 15 14 13 12 11 10 9 1 2 8 3 2342122672017 1918 5 5-1-8 21-10-8 5-6-7 11-3-9 5-9-2 5-9-2 5-5-7 16-9-0 7-0-0 28-10-8 3-10-0 32-8-8 3-8-4 32-8-8 5-3-4 22-0-4 7-0-0 29-0-4 8-2-12 16-9-0 8-6-4 8-6-412-7-101-5-106-7-150-1-139-0-139-0-130-1-139-2-103-5-012-7-10Scale = 1:76.3 Plate Offsets (X, Y):[6:0-5-0,0-2-0], [7:0-3-5,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.11 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.24 15-16 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.06 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 6-13, 6-10, 7-10, 2-16, 8-9, 4-13 REACTIONS (lb/size)9=1297/0-3-8, 16=1297/0-3-8 Max Horiz 16=28 (LC 7) Max Uplift 9=-26 (LC 6), 16=-14 (LC 6) Max Grav 9=1374 (LC 31), 16=1367 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-276/79, 2-4=-1618/120, 4-5=-1262/171, 5-6=-1228/171, 6-7=-582/118, 7-8=-722/119, 1-16=-274/61, 8-9=-1363/48 BOT CHORD 15-16=0/1303, 13-15=0/1204, 11-13=0/1125, 10-11=0/1127, 9-10=-69/78 WEBS 5-13=-90/971, 6-13=-581/94, 6-11=0/235, 6-10=-966/17, 7-10=-177/123, 8-10=0/1074, 2-16=-1560/0, 2-15=-119/110, 4-15=0/336, 4-13=-531/102 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 13-5-12, Exterior(2R) 13-5-12 to 20-0-4, Interior (1) 20-0-4 to 25-7-4, Exterior(2R) 25-7-4 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)The Fabrication Tolerance at joint 6 = 8% 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 16 and 26 lb uplift at joint 9. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082220D11Roof Special 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:24 Page: 1 ID:V4?6EBYDC1fvvxrjYgbvqCzFYeH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x8 =3x6 =4x6 =3x4 =3x4 =3x4 =4x9 =4x6 =4x9 =4x12 =3x4 =5x6 =4x9 =5x6 =3x4 15 14 13 12 11 10 9 1 2 8 3 2341617181920212267 5 3-1-8 19-10-8 5-6-7 11-3-9 5-9-2 5-9-2 5-5-7 16-9-0 7-0-0 26-10-8 5-10-0 32-8-8 5-8-4 32-8-8 7-3-8 27-0-4 8-6-4 8-6-4 11-2-8 19-8-1212-7-101-5-106-7-150-1-1310-4-1310-4-130-1-1310-6-102-1-012-7-10Scale = 1:76.3 Plate Offsets (X, Y):[7:0-3-0,0-2-3], [8:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.30 12-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.87 Vert(CT)-0.63 12-14 >618 180 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT)0.05 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 189 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-5,10-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 6-10, 7-10, 2-15, 8-9, 4-12 REACTIONS (lb/size)9=1297/0-3-8, 15=1297/0-3-8 Max Horiz 15=28 (LC 7) Max Uplift 9=-26 (LC 6), 15=-8 (LC 6) Max Grav 9=1399 (LC 31), 15=1362 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-264/86, 2-4=-1623/105, 4-5=-1136/150, 5-6=-1384/202, 6-7=-708/144, 7-8=-914/132, 1-15=-267/65, 8-9=-1353/61 BOT CHORD 14-15=0/1305, 12-14=0/1194, 10-12=0/1093, 9-10=-62/76 WEBS 5-12=-126/1172, 6-12=-656/174, 6-10=-768/0, 7-10=-98/165, 8-10=0/990, 2-15=-1580/0, 2-14=-115/113, 4-14=0/394, 4-12=-557/96 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 13-5-12, Exterior(2R) 13-5-12 to 16-9-0, Exterior(2E) 16-9-0 to 19-10-8, Interior (1) 19-10-8 to 23-7-4, Exterior(2R) 23-7-4 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 15 and 26 lb uplift at joint 9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082221D12Roof Special 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:25 Page: 1 ID:OOITDB02FjSWTnl0mfHpNDzFYdh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =5x9 =4x6 =3x6 =3x8 =3x6 =MT18HS 4x8 =3x8 =6x8 =3x4 =4x9 =8x8 =5x6 =3x4 14 13 12 11 10 9 8 1 7222 315 21 16 17 62019185 4 1-1-8 17-10-8 7-0-0 24-10-8 8-6-4 8-6-4 8-2-12 16-9-0 7-10-0 32-8-8 7-0-0 24-8-12 7-11-12 32-8-8 8-6-4 8-6-4 9-2-8 17-8-1212-7-101-5-106-7-151-5-100-1-1311-8-1311-8-130-1-1311-10-100-9-012-7-10Scale = 1:84.5 Plate Offsets (X, Y):[1:Edge,0-1-14], [5:0-4-0,0-2-0], [6:0-5-5,Edge], [7:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.12 11-13 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.27 11-13 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 194 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 SPF-S1650F 1.6E, 5-6,6-7:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-4,9-5,8-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 5-11, 5-9, 6-9, 7-8 REACTIONS (lb/size)8=1297/0-3-8, 14=1297/ Mechanical Max Horiz 14=28 (LC 7) Max Uplift 8=-27 (LC 6), 14=-12 (LC 6) Max Grav 8=1425 (LC 31), 14=1343 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1706/71, 2-4=-1253/153, 4-5=-1194/177, 5-6=-807/164, 6-7=-1056/139, 1-14=-1267/55, 7-8=-1356/72 BOT CHORD 13-14=-3/190, 11-13=0/1318, 9-11=0/984, 8-9=-53/74 WEBS 2-13=0/256, 2-11=-579/97, 4-11=-78/1093, 5-11=-705/114, 5-9=-504/0, 6-9=-178/177, 7-9=0/926, 1-13=0/1141 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 13-5-12, Exterior(2R) 13-5-12 to 16-9-0, Exterior(2E) 16-9-0 to 17-10-8, Interior (1) 17-10-8 to 21-7-4, Exterior(2R) 21-7-4 to 28-1-12, Interior (1) 28-1-12 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 14 and 27 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082222D13Roof Special 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:25 Page: 1 ID:bAa3sgxYs_LMrK64pb?iMNzFZ?0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x6 =6x6 =5x6 =3x6 =3x6 =3x6 =3x4 =6x6 =3x4 =4x9 =3x8 =3x4 =3x8 =2x8 14 13 12 11 10 9 8 1 15 16 72 2217213 618 19 20 4 5 5-3-0 22-10-8 4-9-5 27-7-13 8-11-8 8-11-8 8-8-0 17-7-8 5-0-11 32-8-8 5-6-8 23-0-4 8-6-4 17-5-12 8-11-8 8-11-8 9-8-4 32-8-813-2-101-5-106-7-151-5-100-1-1313-0-1313-0-130-1-1313-2-10Scale = 1:82.4 Plate Offsets (X, Y):[4:0-3-5,Edge], [5:0-4-8,0-1-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.25 8-9 >999 240 MT20 244/190 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.50 8-9 >772 180 TCDL 10.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.05 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E *Except* 4-5,5-7:2x4SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-4,9-4,9-5,6-8,6-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-8 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 4-9, 6-8 REACTIONS (lb/size)8=1297/0-3-8, 14=1297/ Mechanical Max Horiz 14=54 (LC 7) Max Uplift 8=-10 (LC 6) Max Grav 8=1828 (LC 19), 14=1677 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2210/42, 2-4=-1627/145, 4-5=-913/167, 5-6=-1267/165, 6-7=-202/151, 1-14=-1595/30, 7-8=-256/99 BOT CHORD 13-14=0/205, 11-13=0/1739, 9-11=0/1101, 8-9=0/774 WEBS 2-13=-30/277, 2-11=-821/50, 4-11=0/645, 4-9=-488/0, 5-9=-9/330, 6-8=-1686/0, 1-13=0/1561, 6-9=0/442 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 13-0-0, Exterior(2R) 13-0-0 to 27-8-9, Interior (1) 27-8-9 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082223D14Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:26 Page: 1 ID:PhnmjrnKTUF_KandBRHBT7zFZ0W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =4x6 =3x6 =3x4 =5x9 =3x4 =3x4 =4x9 =2x4 =3x8 =3x6 =4x9 =3x10 =4x6 =2x4 16 15 14 13 12 11 10 9 1 17 2 18 83 2147195206 5-11-1 5-11-1 5-7-9 11-6-9 8-8-7 20-3-0 8-8-7 28-11-7 3-9-1 32-8-8 3-10-13 32-8-8 5-9-5 11-8-5 5-11-1 5-11-1 8-6-11 20-3-0 8-6-11 28-9-111-5-106-7-151-5-109-2-0Scale = 1:60 Plate Offsets (X, Y):[1:Edge,0-1-12], [4:0-6-12,0-2-0], [7:0-6-12,0-2-0], [10:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.11 12-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.25 12-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.04 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 172 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 7-10, 8-9 REACTIONS (lb/size)9=1297/0-3-8, 16=1297/ Mechanical Max Horiz 16=54 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1590/35, 2-4=-1427/89, 4-5=-1216/95, 5-7=-1217/95, 7-8=-691/104, 1-16=-1238/23, 8-9=-1281/18 BOT CHORD 15-16=0/105, 14-15=0/1251, 12-14=0/1110, 10-12=0/496, 9-10=-69/78 WEBS 2-15=-142/59, 2-14=-216/62, 4-14=0/381, 4-12=0/112, 5-12=-598/87, 7-12=0/983, 7-10=-726/15, 8-10=0/1003, 1-15=0/1172 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-5-0, Interior (1) 3-5-0 to 6-11-1, Exterior(2R) 6-11-1 to 16-2-1, Interior (1) 16-2-1 to 24-3-15, Exterior(2R) 24-3-15 to 29-3-8, Exterior(2E) 29-3-8 to 32-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082224D15Piggyback Base 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:26 Page: 1 ID:A_6UvRUgy_uLMorB4FpvJjzGtUm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =5x6 =3x6 =3x6 =6x8 =3x4 =3x6 =3x8 =2x4 =3x6 =3x8 =MT18HS 7x10 =3x6 =3x10 =4x9 =4x6 =4x6 =4x6 =2x4 13 12 1121 20 19 18 17 16 15 14 10 1 27 9 22 23 2628 3 4 7245256 1-4-4 43-4-4 4-5-4 42-0-0 5-11-1 5-11-1 5-7-9 11-6-9 8-8-7 20-3-0 8-8-7 28-11-7 8-7-5 37-6-12 4-7-0 42-0-0 5-9-5 11-8-5 5-11-1 5-11-1 8-6-11 20-3-0 8-6-11 28-9-11 8-7-5 37-5-010-2-01-5-101-5-101-0-09-2-01-0-0Scale = 1:78.8 Plate Offsets (X, Y):[1:Edge,0-1-12], [4:0-5-12,0-2-0], [7:0-6-0,0-1-8], [10:0-2-14,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.14 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.29 17-19 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.05 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 202 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 3-4,1-3:2x4SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,12-13. WEBS 1 Row at midpt 5-17, 7-15 REACTIONS (lb/size)12=191/0-3-0, 14=1749/0-3-8, 21=1487/ Mechanical Max Horiz 21=-50 (LC 4) Max Uplift 12=-109 (LC 4), 21=-31 (LC 4) Max Grav 12=210 (LC 6), 14=1749 (LC 1), 21=1487 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1848/88, 2-4=-1722/143, 4-5=-1628/156, 5-7=-1628/156, 7-9=-1515/133, 9-10=-28/136, 10-11=0/83, 1-21=-1427/62, 10-12=-168/134 BOT CHORD 20-21=0/109, 19-20=0/1465, 17-19=0/1355, 15-17=0/1126, 14-15=-32/35, 13-14=0/109, 9-14=-1625/28, 12-13=-42/53 WEBS 2-20=-190/67, 2-19=-176/77, 4-19=0/366, 4-17=-3/368, 5-17=-586/101, 7-17=0/694, 7-15=-207/62, 9-15=0/1162, 1-20=0/1387, 10-13=-85/11 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 4-4-2, Interior (1) 4-4-2 to 5-7-5, Exterior(2R) 5-7-5 to 17-5-13, Interior (1) 17-5-13 to 23-0-2, Exterior(2R) 23-0-2 to 34-10-11, Interior (1) 34-10-11 to 39-1-13, Exterior(2E) 39-1-13 to 43-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)The Fabrication Tolerance at joint 7 = 8% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 21 and 109 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082225D16Piggyback Base 4 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:26 Page: 1 ID:WOsXpX8Un3ESOL7cufn6eczGtVD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =5x6 =3x6 =3x6 =5x9 =3x4 =3x6 =3x8 =2x4 =3x6 =3x10 =5x9 =3x4 =3x6 =3x10 =4x6 =2x4 18 17 16 15 14 13 12 11 10 1 919 2 82023 3 4 7215226 2-10-1 37-5-0 5-11-1 5-11-1 5-7-8 34-6-15 5-7-9 11-6-9 8-8-7 20-3-0 8-8-7 28-11-7 2-10-1 37-5-0 5-9-4 34-6-15 5-9-5 11-8-5 5-11-1 5-11-1 8-6-11 20-3-0 8-6-11 28-9-111-5-103-6-51-5-109-2-0Scale = 1:67.2 Plate Offsets (X, Y):[1:Edge,0-1-12], [4:0-6-12,0-2-0], [7:0-6-12,0-2-0], [11:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.12 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.27 14-16 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.61 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-7:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 7-12 REACTIONS (lb/size)10=1485/ Mechanical, 18=1485/ Mechanical Max Horiz 18=20 (LC 5) Max Uplift 10=-22 (LC 4), 18=-11 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1846/61, 2-4=-1719/116, 4-5=-1627/124, 5-7=-1627/124, 7-8=-1431/115, 8-9=-935/69, 1-18=-1425/42, 9-10=-1461/36 BOT CHORD 17-18=0/109, 16-17=0/1463, 14-16=0/1352, 12-14=0/1110, 11-12=0/755, 10-11=-32/41 WEBS 2-17=-189/63, 2-16=-178/69, 4-16=0/362, 4-14=0/370, 5-14=-595/94, 7-14=0/715, 7-12=-163/58, 8-12=0/477, 8-11=-845/48, 1-17=0/1386, 9-11=-3/1186 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-10-10,Interior (1) 3-10-10 to 6-3-1, Exterior(2R) 6-3-1 to16-10-1, Interior (1) 16-10-1 to 23-7-15, Exterior(2R)23-7-15 to 33-6-5, Exterior(2E) 33-6-5 to 37-3-4;cantilever left and right exposed ; end vertical left andright exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 18 and 22 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082226D17Piggyback Base 2 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:27 Page: 1 ID:yG_4xssUbp5vNhvXWFQY9SzGtZS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =5x6 =3x6 =3x6 =5x9 =3x4 =3x6 =3x8 =2x4 =3x6 =3x10 =2x4 =2x4 =5x9 =3x4 =2x4 =2x4 =3x6 =3x10 =4x6 =2x4 19 18 17 16 15 14 13 12 11 1 2 24 10 3 925428 5 8266277 1-4-4 -1-4-4 2-10-1 37-5-0 5-7-8 34-6-15 5-7-8 11-6-9 5-11-1 5-11-1 8-8-7 28-11-7 8-8-7 20-3-0 0-10-1 29-7-12 2-2-11 13-11-0 2-6-7 28-9-11 2-10-1 37-5-0 0-1-12 29-9-8 0-1-12 26-3-4 3-3-0 23-6-0 2-7-8 26-1-8 5-9-5 11-8-5 4-9-7 34-6-15 5-11-1 5-11-1 6-4-0 20-3-012-2-01-5-103-6-59-2-03-0-0Scale = 1:75.9 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [5:0-6-12,0-2-0], [8:0-6-12,0-2-0], [12:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.12 15-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.27 15-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.06 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 202 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 20-21:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-13 REACTIONS (lb/size)11=1483/ Mechanical, 19=1577/0-3-8 Max Horiz 19=27 (LC 5) Max Uplift 11=-21 (LC 4), 19=-43 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-1837/55, 3-5=-1711/110, 5-6=-1624/122, 6-8=-1624/122, 8-9=-1429/114, 9-10=-934/69, 2-19=-1517/75, 10-11=-1459/34 BOT CHORD 18-19=0/113, 17-18=0/1448, 15-17=0/1347, 13-15=0/1109, 12-13=0/754, 11-12=-32/41 WEBS 3-18=-185/59, 3-17=-166/60, 5-17=0/359, 5-15=0/372, 6-15=-595/94, 8-15=0/712, 8-13=-162/58, 9-13=0/476, 9-12=-844/47, 2-18=0/1365, 10-12=-2/1185 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Interior (1) 2-4-10 to 6-3-1, Exterior(2R) 6-3-1 to 16-10-1, Interior (1) 16-10-1 to 23-7-15, Exterior(2R) 23-7-15 to 33-6-5, Exterior(2E) 33-6-5 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 19 and 21 lb uplift at joint 11. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082227D18Piggyback Base 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:27 Page: 1 ID:QSYS8Ct7M6Dm?rUj3yxnigzGtZR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) September 27,2021 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. 812 =3x4 =4x6 =5x6 =3x6 =3x6 =5x9 =3x4 =3x6 =3x8 =2x4 =3x6 =3x10 =5x9 =3x4 =3x6 =3x10 =4x6 =2x4 19 18 17 16 15 14 13 12 11 1 2 20 10 3 921424 5 8226237 1-4-4 -1-4-4 2-10-1 37-5-0 5-7-8 34-6-15 5-7-8 11-6-9 5-11-1 5-11-1 8-8-7 28-11-7 8-8-7 20-3-0 2-10-1 37-5-0 5-9-4 34-6-15 5-9-5 11-8-5 5-11-1 5-11-1 8-6-11 20-3-0 8-6-11 28-9-111-5-103-6-59-2-0Scale = 1:67.5 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [5:0-6-12,0-2-0], [8:0-6-12,0-2-0], [12:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.12 15-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.27 15-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.06 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 192 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-4 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-13 REACTIONS (lb/size)11=1483/ Mechanical, 19=1577/0-3-8 Max Horiz 19=27 (LC 5) Max Uplift 11=-21 (LC 4), 19=-43 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-1837/55, 3-5=-1711/110, 5-6=-1624/122, 6-8=-1624/122, 8-9=-1429/114, 9-10=-934/69, 2-19=-1517/75, 10-11=-1459/34 BOT CHORD 18-19=0/113, 17-18=0/1448, 15-17=0/1347, 13-15=0/1109, 12-13=0/754, 11-12=-32/41 WEBS 3-18=-185/59, 3-17=-166/60, 5-17=0/359, 5-15=0/372, 6-15=-595/94, 8-15=0/712, 8-13=-162/58, 9-13=0/476, 9-12=-844/47, 2-18=0/1365, 10-12=-2/1185 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10,Interior (1) 2-4-10 to 6-3-1, Exterior(2R) 6-3-1 to16-10-1, Interior (1) 16-10-1 to 23-7-15, Exterior(2R)23-7-15 to 33-6-5, Exterior(2E) 33-6-5 to 37-3-4;cantilever left and right exposed ; end vertical left andright exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 19 and 21 lb uplift at joint 11. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082228D18APiggyback Base 2 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:28 Page: 1 ID:QSYS8Ct7M6Dm?rUj3yxnigzGtZR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =MT18HS 3x8 =6x8 =5x6 =6x12 =3x4 =8x8 =3x6 =7x12 =4x9 =3x6 =2x4 =2x4 =8x8 =3x4 =2x4 =2x4 =3x6 =4x6 =5x6 =3x4 18 17 16 15 14 13 12 11 10 1 2 23 24 93325 3 84323126 628 2927 305 7 1-4-4 -1-4-4 3-4-2 37-5-0 6-1-10 34-0-14 6-1-10 12-6-12 7-8-4 20-3-0 7-8-4 27-11-4 6-5-2 6-5-2 1-6-0 13-11-0 1-6-12 29-7-12 1-9-12 28-1-0 0-1-12 29-9-8 0-1-12 26-3-4 3-3-0 23-6-0 3-4-2 37-5-0 2-7-8 26-1-8 4-3-6 34-0-14 5-11-14 12-5-0 6-4-0 20-3-0 6-5-2 6-5-212-10-21-5-103-6-50-1-133-0-09-8-512-8-50-1-1312-10-2Scale = 1:76.7 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-0,0-3-0], [5:0-5-5,Edge], [6:0-6-0,0-4-8], [7:0-5-5,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.10 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(CT)-0.22 14-16 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 217 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-7:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 19-20:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 7-12 REACTIONS (lb/size)10=1483/ Mechanical, 18=1577/0-3-8 Max Horiz 18=27 (LC 7) Max Uplift 10=-27 (LC 6), 18=-44 (LC 6) Max Grav 10=1764 (LC 20), 18=1905 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-2260/61, 3-5=-1952/124, 5-7=-1990/141, 7-8=-1692/130, 8-9=-1201/77, 2-18=-1840/79, 9-10=-1737/42 BOT CHORD 17-18=0/217, 16-17=0/1752, 14-16=0/1590, 12-14=0/1381, 11-12=0/980, 10-11=-32/41 WEBS 3-17=-190/68, 3-16=-449/55, 5-16=0/443, 5-14=0/621, 6-14=-1059/93, 7-14=0/953, 7-12=-267/82, 8-12=0/615, 8-11=-919/57, 2-17=0/1564, 9-11=-4/1402 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Interior (1) 2-4-10 to 7-3-4, Exterior(2R) 7-3-4 to 17-10-4, Interior (1) 17-10-4 to 22-7-12, Exterior(2R) 22-7-12 to 33-2-12, Interior (1) 33-2-12 to 33-6-5, Exterior(2E) 33-6-5 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 18 and 27 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082229D19Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:28 Page: 1 ID:nQLLCvxFBes35cMhsVXyPjzGtZM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) September 27,2021 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. 812 =3x4 =6x6 =6x6 =3x6 =3x6 =3x4 =6x6 =3x6 =3x6 =3x4 =3x6 =3x8 =2x4 =6x8 =2x4 =2x4 =2x4 =2x4 =6x6 =4x9 =5x6 =3x4 19 18 17 16 15 14 13 12 11 124 2 2526 3 104 316782829302795 0-9-12 25-4-4 1-4-4 -1-4-4 5-2-0 10-7-8 6-5-12 24-6-8 5-5-8 5-5-8 7-5-4 32-9-8 7-5-4 18-0-12 4-7-8 37-5-0 1-10-4 25-4-4 0-1-12 29-9-8 0-1-12 26-3-4 3-4-8 29-7-12 0-9-4 26-1-8 3-5-4 13-11-0 4-1-12 18-0-12 4-5-12 37-5-0 3-1-12 32-11-4 5-0-4 10-5-12 5-5-4 23-6-0 5-5-8 5-5-811-6-101-5-105-5-100-1-133-0-08-4-1311-4-130-1-1311-6-10Scale = 1:77.2 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [5:0-3-5,Edge], [9:0-3-5,Edge], [11:Edge,0-1-8], [12:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)-0.15 13-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.26 15-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.08 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 214 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9:2x4 SP2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 20-21:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-8 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 6-13, 8-13, 9-12, 10-11 REACTIONS (lb/size)11=1483/ Mechanical, 19=1577/0-3-8 Max Horiz 19=46 (LC 7) Max Uplift 19=-29 (LC 6) Max Grav 11=1973 (LC 19), 19=1827 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-2133/33, 3-5=-2238/79, 5-6=-2525/73, 6-8=-2255/70, 8-9=-2258/71, 9-10=-1246/83, 2-19=-1769/59, 10-11=-1945/13 BOT CHORD 18-19=-2/149, 17-18=0/1728, 15-17=0/1845, 13-15=0/2521, 12-13=0/1045, 11-12=-51/61 WEBS 3-18=-296/47, 3-17=-313/162, 5-17=0/350, 5-15=0/1004, 6-15=-592/61, 6-13=-399/2, 8-13=-882/65, 9-13=0/1796, 9-12=-1103/23, 10-12=0/1605, 2-18=0/1680 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Interior (1) 2-4-10 to 5-4-0, Exterior(2R) 5-4-0 to 15-11-0, Interior (1) 15-11-0 to 27-6-0, Exterior(2R) 27-6-0 to 33-6-5, Exterior(2E) 33-6-5 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 19. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082230D20Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:29 Page: 1 ID:fBbs1H_mFtMVaEgS5LcuZZzGtZI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) September 27,2021 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. 812 =2x8 =3x8 =4x9 =3x8 =5x6 =4x6 =3x4 =3x4 =3x4 =3x6 =7x12 =2x4 =2x4 =6x8 =6x10 =5x6 =6x6 =5x6 =3x6 15 14 13 12 20 19 18 17 16 1 221 22 23 3 11 5 25 266 7 27 8 92829244 10 1-4-4 -1-4-4 2-2-5 22-7-4 3-8-0 26-3-4 4-2-12 30-6-0 4-2-12 34-8-12 4-2-7 8-8-4 5-10-5 20-4-15 5-10-5 14-6-9 4-5-13 4-5-13 2-8-4 37-5-0 2-6-8 37-5-0 4-4-8 34-10-8 4-4-8 30-6-0 8-6-8 8-6-8 8-8-10 26-1-8 8-10-6 17-4-1410-3-21-5-108-5-103-0-00-1-133-0-07-1-510-1-50-1-1310-3-2Scale = 1:72 Plate Offsets (X, Y):[4:0-3-0,0-2-3], [9:0-3-8,0-3-0], [10:0-3-0,0-1-0], [11:0-3-0,0-1-8], [12:Edge,0-1-8], [13:0-3-0,0-2-4], [16:0-3-8,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.24 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.92 Vert(CT)-0.51 16-17 >874 180 TCDL 10.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.20 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 225 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-15:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 12-11,9-16:2x4 SPF No.2, 9-14:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 16-17 6-0-0 oc bracing: 14-15. WEBS 1 Row at midpt 10-13, 3-20, 11-12, 5-19, 6-16, 9-14 REACTIONS (lb/size)12=1483/ Mechanical, 20=1577/0-3-8 Max Horiz 20=111 (LC 7) Max Uplift 20=-28 (LC 6) Max Grav 12=2051 (LC 19), 20=1798 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-267/63, 3-4=-2312/47, 4-5=-1908/67, 5-6=-2850/7, 6-8=-2473/12, 8-9=-2460/14, 9-10=-1245/99, 10-11=-634/133, 2-20=-476/88, 11-12=-2024/24 BOT CHORD 19-20=0/1678, 17-19=0/2752, 16-17=0/2870, 15-16=0/70, 8-16=-513/28, 14-15=-15/9, 13-14=0/517, 12-13=-86/99 WEBS 4-19=0/899, 10-13=-1618/0, 3-20=-2161/0, 11-13=0/1750, 3-19=-92/343, 5-17=0/279, 5-19=-1282/0, 6-17=-49/132, 6-16=-608/8, 9-14=-2473/0, 9-16=0/2314, 14-16=0/1511, 10-14=0/1839 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Interior (1) 2-4-10 to 3-4-12, Exterior(2R) 3-4-12 to 13-11-12, Interior (1) 13-11-12 to 29-5-4, Exterior(2R) 29-5-4 to 34-8-12, Exterior(2E) 34-8-12 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 20. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082231D21Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:29 Page: 1 ID:7N9EFd_O0BUMBOFef3776nzGtZH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =8x8 =8x8 =5x6 =4x9 =3x4 =3x4 =3x6 =3x4 =10x12 =2x4 =2x4 =3x6 =5x9 =8x8 =5x6 =3x8 =3x4 14 13 12 19 18 17 16 15 1 2 20 1142256237892132410 0-8-4 37-5-0 0-10-14 31-5-2 1-1-11 19-8-15 1-4-4 -1-4-4 4-3-0 30-6-4 5-3-10 36-8-12 5-4-11 18-7-4 6-6-5 26-3-4 6-6-5 13-2-9 6-8-4 6-8-4 5-3-10 31-5-2 5-11-14 37-5-0 6-6-8 6-6-8 9-7-12 26-1-8 9-11-4 16-5-128-11-21-5-108-5-103-0-00-1-133-0-05-9-58-9-50-1-138-11-2Scale = 1:71.8 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-0,0-2-3], [9:0-3-8,0-2-8], [10:0-3-0,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.28 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.60 15-16 >744 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.21 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-14:2x4 SPF Stud/ No.3, 17-15:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 15-9,9-13,19-2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-13, 11-12, 10-12, 4-18, 6-15 REACTIONS (lb/size)12=1483/ Mechanical, 19=1577/0-3-8 Max Horiz 19=111 (LC 7) Max Uplift 19=-21 (LC 6) Max Grav 12=2116 (LC 19), 19=1845 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-2389/2, 3-4=-1930/43, 4-6=-3394/0, 6-7=-2935/0, 7-9=-2921/0, 9-10=-1272/70, 10-11=-198/179, 2-19=-1792/49, 11-12=-213/166 BOT CHORD 18-19=0/289, 16-18=0/3234, 15-16=0/3423, 14-15=0/80, 7-15=-492/30, 13-14=-13/9, 12-13=-36/140 WEBS 3-18=0/883, 13-15=0/1452, 9-15=0/2419, 9-13=-2435/0, 10-13=0/2143, 2-18=0/1886, 10-12=-2062/0, 4-16=0/403, 4-18=-1694/0, 6-16=-94/103, 6-15=-638/7 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Exterior(2R) 2-4-10 to 11-11-12, Interior (1) 11-11-12 to 31-5-2, Exterior(2R) 31-5-2 to 36-8-12, Exterior(2E) 36-8-12 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 6)The Fabrication Tolerance at joint 2 = 16% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 19. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082232D22Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:30 Page: 1 ID:cajcSz?0nUcCpXprDmeMe_zGtZG-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =4x6 =4x9 =5x9 =5x6 =3x4 =MT18HS 3x12 =3x8 =3x4 =3x4 =12x12 =2x4 =2x4 =3x6 =5x9 =6x10 =5x9 =MT18HS 3x8 13 12 11 19 18 17 16 15 14 1 2 20 4 23 5 6 7 8 9 25 102422213 1-4-4 -1-4-4 5-4-4 31-7-8 5-9-8 37-5-0 4-8-4 4-8-4 7-1-12 18-11-12 7-1-12 11-10-0 7-3-8 26-3-4 4-4-5 8-10-13 4-6-8 4-6-8 5-6-0 31-7-8 5-9-8 37-5-0 8-7-5 17-6-3 8-7-5 26-1-87-7-21-5-107-5-53-0-00-1-133-0-04-5-57-5-50-1-137-7-2Scale = 1:71.5 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-4-8,0-1-3], [9:0-3-8,0-2-8], [18:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.36 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(CT)-0.67 14-15 >665 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.26 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SP 2400F2.0E, 5-8:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 7-13:2x4 SPF Stud/No.3, 13-11:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except*10-11,14-9,12-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-9 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 10-11, 6-14, 9-12 REACTIONS (lb/size)11=1483/ Mechanical, 19=1577/0-3-8 Max Horiz 19=100 (LC 7) Max Uplift 19=-2 (LC 6) Max Grav 11=2117 (LC 16), 19=1915 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-2293/0, 3-4=-3208/0, 4-6=-4401/0, 6-7=-3776/0, 7-9=-3748/0, 9-10=-1433/23, 10-11=-2064/0, 2-19=-1865/28 BOT CHORD 18-19=-48/102, 17-18=0/1911, 15-17=0/4020, 14-15=0/4432, 13-14=0/88, 7-14=-507/38, 12-13=-2/22, 11-12=-70/85 WEBS 6-14=-754/0, 12-14=0/1617, 9-14=0/2930, 9-12=-2468/0, 10-12=0/2287, 2-18=0/1929, 3-18=-459/15, 3-17=0/1828, 4-17=-1415/0, 4-15=0/543, 6-15=-137/90 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Exterior(2R) 2-4-10 to 9-11-12, Interior (1) 9-11-12 to 33-6-5, Exterior(2E) 33-6-5 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 19. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082233D23Half Hip 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:30 Page: 1 ID:Qj4tj04nMKMMXSH_Z1lmuFzGtZA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =5x6 =4x12 =5x6 =3x8 =3x4 =MT18HS 4x14 =3x4 =3x8 =3x4 =3x4 =MT18HS 9x14 =2x4 =2x4 =3x8 =6x10 =6x10 =5x9 =MT18HS 3x8 14 13 12 20 19 18 17 16 15 1 2 21 4 235 6 7 248 9 10 25 11223 1-4-4 -1-4-4 2-8-4 2-8-4 5-4-4 31-7-8 5-6-15 14-5-12 5-10-12 20-4-8 5-10-12 26-3-4 6-2-9 8-10-13 5-9-8 37-5-0 2-6-8 2-6-8 5-6-0 31-7-8 5-9-8 37-5-0 6-4-5 8-10-13 8-7-5 17-6-3 8-7-5 26-1-86-3-21-5-106-1-53-0-00-1-133-0-03-1-56-1-50-1-136-3-2Scale = 1:71.3 Plate Offsets (X, Y):[2:0-2-9,0-2-8], [3:0-3-0,0-2-3], [4:0-3-8,0-1-8], [10:0-3-8,0-3-0], [15:0-5-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.64 15-16 >698 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-1.09 15-16 >408 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.41 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 178 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-3:2x4 SPFNo.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 8-14:2x4 SPF Stud/No.3, 14-12:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 15-10:2x4 SPF-S 1650F 1.6E, 13-11,4-19:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-13 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 11-12, 10-13, 4-19, 5-18 REACTIONS (lb/size)12=1483/ Mechanical, 20=1577/0-3-8 Max Horiz 20=87 (LC 7) Max Grav 12=2091 (LC 16), 20=1997 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-1982/0, 3-4=-1645/0, 4-5=-4941/0, 5-7=-6268/0, 7-8=-5432/0, 8-10=-5382/0, 10-11=-1739/0, 11-12=-2037/0, 2-20=-1990/0 BOT CHORD 19-20=-89/68, 18-19=0/4941, 16-18=0/6104, 15-16=0/6228, 14-15=0/89, 8-15=-457/31, 13-14=0/40, 12-13=-54/69 WEBS 13-15=0/1948, 10-15=0/4117, 10-13=-2610/0, 11-13=0/2470, 2-19=0/1901, 3-19=0/694, 4-18=0/728, 4-19=-3610/0, 5-18=-1303/0, 5-16=0/382, 7-16=-19/171, 7-15=-882/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 2-4-10, Exterior(2R) 2-4-10 to 7-11-12, Interior (1) 7-11-12 to 33-6-5, Exterior(2E) 33-6-5 to 37-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082234D24Half Hip 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:31 Page: 1 ID:uweGwM5P7eUD9csB7kG?QTzGtZ9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =5x6 =5x9 =4x6 =6x8 =8x8 =4x6 =3x6 =8x8 =3x6 =4x6 =6x10 =2x4 =5x9 =3x6 =8x8 =3x6 =4x6 =6x8 =5x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THD28-2 THD28-2 NAILED NAILED NAILED NAILED NAILED NAILED 22 3821 20 4119 42 43 44 18 14 47 48 1349 50 51 12 39 40 16 1 46 15 45 17 2 4 28 29 30 5 6 7 318 329 33 1034 3536 37 1127262524233 1-4-4 -1-4-4 0-8-4 0-8-4 5-0-12 26-3-4 5-0-12 21-2-8 5-4-4 31-7-8 5-9-8 37-5-0 7-7-14 16-1-12 7-9-10 8-5-14 2-7-8 2-7-8 0-0-8 26-1-8 4-10-8 26-1-0 4-11-0 21-2-8 5-9-8 37-5-0 5-10-6 8-5-14 5-6-0 31-7-8 7-9-10 16-3-84-11-24-5-104-9-53-0-00-1-134-9-54-9-50-1-134-11-2Scale = 1:69.5 Plate Offsets (X, Y):[3:0-4-8,0-1-3], [15:0-5-8,0-3-8], [17:0-5-8,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.28 18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.53 18 >590 180 TCDL 10.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.12 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 760 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 18-6,8-14:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-16,6-16:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)12=-17/ Mechanical, 15=4685/0-3-8, 22=1746/0-3-8 Max Horiz 22=39 (LC 24) Max Uplift 12=-79 (LC 6), 15=-743 (LC 6), 22=-396 (LC 6) Max Grav 12=121 (LC 20), 15=5115 (LC 20), 22=1990 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/92, 2-3=-67/201, 3-4=-965/239, 4-6=-8738/1456, 6-7=-1812/163, 7-8=-1812/163, 8-10=-910/6402, 10-11=-65/59, 11-12=-316/107, 2-22=-266/291 BOT CHORD 21-22=-66/279, 19-21=-481/2750, 18-19=-53/351, 17-18=0/263, 6-17=-129/1288, 16-17=-1258/8600, 15-16=-6244/1011, 14-15=0/107, 8-15=-2744/453, 13-14=-244/36, 12-13=-454/58 WEBS 3-21=-246/1604, 4-21=-2316/433, 4-19=-670/245, 17-19=-463/2593, 4-17=-882/5990, 13-15=-253/26, 10-15=-6221/980, 10-13=0/515, 10-12=-17/589, 3-22=-2162/358, 8-16=-1106/8257, 6-16=-7064/1236, 7-16=-248/57 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 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Web 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 3-1-12 to 10-5-12, Interior (1) 10-5-12 to 38-0-5, Exterior(2E) 38-0-5 to 41-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate gripDOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 12, 396 lb uplift at joint 22 and 743 lb uplift at joint 15. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use MiTek THD28-2 (With 28-16d nails into Girder & 16-10d nails into Truss) or equivalent spaced at 9-6-0 oc max. starting at 20-11-8 from the left end to 30-5-8 to connect truss(es) to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082235D25Half Hip Girder 1 3WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:32 Page: 1 ID:rIl0L26ffFlxOw0ZE9ITVuzGtZ7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 27,2021 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. 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-11=-60, 18-22=-20,15-17=-20, 12-14=-20 Concentrated Loads (lb) Vert: 18=-35 (F), 6=-70 (F), 15=-35 (F), 23=-70 (F),24=-70 (F), 26=-70 (F), 27=-70 (F), 28=-70 (F),29=-70 (F), 30=-70 (F), 31=-70 (F), 32=-70 (F),33=-70 (F), 34=-70 (F), 36=-70 (F), 37=-70 (F),38=-35 (F), 39=-35 (F), 40=-35 (F), 41=-35 (F), 42=-35 (F), 43=-35 (F), 44=-35 (F), 45=-938 (F), 46=-938 (F), 47=-35 (F), 48=-35 (F), 49=-35 (F), 50=-35 (F), 51=-35 (F) Job Truss Truss Type Qty Ply WF63 S I48082235D25Half Hip Girder 1 3WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:32 Page: 2 ID:rIl0L26ffFlxOw0ZE9ITVuzGtZ7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?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. 812Sheet Front 1 Ply =4x6 20 19 18 17 16 15 14 13 12 1 11 2 10 3 9 21 22 4 8 5 7 6 1-4-4 -1-4-4 1-4-4 11-1-4 4-10-8 9-9-0 4-10-8 4-10-8 9-9-01-5-104-8-10Scale = 1:34.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)12=166/9-9-0, 13=20/9-9-0, 14=111/9-9-0, 15=112/9-9-0, 16=118/9-9-0, 17=112/9-9-0, 18=111/9-9-0, 19=20/9-9-0, 20=166/9-9-0 Max Uplift 12=-187 (LC 4), 13=-65 (LC 6), 14=-62 (LC 4), 15=-36 (LC 4), 17=-36 (LC 4), 18=-62 (LC 4), 19=-65 (LC 6), 20=-187 (LC 4) Max Grav 12=247 (LC 6), 13=89 (LC 5), 14=129 (LC 8), 15=125 (LC 8), 16=186 (LC 4), 17=125 (LC 8), 18=129 (LC 8), 19=89 (LC 5), 20=247 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-20=-251/217, 1-2=0/83, 2-3=-31/117, 3-4=-30/115, 4-5=-55/169, 5-6=-75/207, 6-7=-75/207, 7-8=-55/169, 8-9=-30/115, 9-10=-31/117, 10-11=0/83, 10-12=-251/217 BOT CHORD 19-20=-30/63, 18-19=-30/63, 17-18=-30/63, 16-17=-30/63, 15-16=-30/63, 14-15=-30/63, 13-14=-30/63, 12-13=-30/63 WEBS 6-16=-169/18, 5-17=-98/51, 4-18=-103/83, 3-19=-61/97, 7-15=-98/51, 8-14=-103/83, 9-13=-61/97 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -1-4-4 to 1-7-12, Corner(3R) 1-7-12 to 8-1-4, Corner(3E) 8-1-4 to 11-1-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 2x4 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 20, 187 lb uplift at joint 12, 36 lb uplift at joint 17, 62 lb uplift at joint 18, 65 lb uplift at joint 19, 36 lb uplift at joint 15, 62 lb uplift at joint 14 and 65 lb uplift at joint 13. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082236E01Common Supported Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:33 Page: 1 ID:3Xssn2196iNIYd3uH0nWdpzGth_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =4x6 =4x6 =3x8 =4x6 =2x4 8 7 6 51 42 3 1-4-4 11-1-4 1-4-4 -1-4-4 4-10-8 9-9-0 4-10-8 4-10-8 4-10-8 9-9-0 4-10-8 4-10-81-5-104-8-10Scale = 1:37.4 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [4:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.01 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.02 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=468/0-3-8, 8=468/0-3-8 Max Uplift 6=-114 (LC 4), 8=-114 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/83, 2-3=-366/83, 3-4=-366/83, 4-5=0/83, 2-8=-426/138, 4-6=-426/138 BOT CHORD 7-8=-22/79, 6-7=-22/79 WEBS 3-7=0/146, 2-7=0/160, 4-7=0/160 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 8-1-4, Exterior(2E) 8-1-4 to 11-1-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 8 and 114 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082237E02Common11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:33 Page: 1 ID:ja3zkLz0HAk0SrAxUTBLwmzGth3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x6 =4x6 =3x8 =3x6 =2x4 6 5 4 31 2 4-7-8 4-7-8 4-7-8 9-3-0 4-7-8 4-7-8 4-7-8 9-3-01-7-101-7-104-8-10Scale = 1:33.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=358/ Mechanical, 6=358/ Mechanical Max Uplift 4=-58 (LC 4), 6=-58 (LC 4) Max Grav 4=387 (LC 7), 6=387 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-345/84, 2-3=-345/84, 1-6=-346/80, 3-4=-346/80 BOT CHORD 5-6=0/50, 4-5=0/50 WEBS 2-5=-1/124, 1-5=0/165, 3-5=0/165 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-12 to 3-4-12, Exterior(2R) 3-4-12 to 6-4-4, Exterior(2E) 6-4-4 to 9-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 6 and 58 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082238E03Common21WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:34 Page: 1 ID:y1ay2cs?Ajk8UdZO0n2Tb4zGthB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 4.1412 2.712 0.9412 =MT18HS 10x12 =6x10 =8x8 =4x12 =10x10 =8x8 =4x9 =10x10 =4x12 =6x10 =8x8 =MT18HS 10x12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILEDHUS26HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 21 22 14 17 18 13 12 11 10 9 8 19 20 1 7 15 1626 534 2-0-8 8-8-0 2-0-9 10-8-9 2-5-15 6-7-8 2-5-15 13-2-7 4-1-9 17-4-0 4-1-9 4-1-9 0-2-4 17-4-0 0-2-5 0-2-5 2-5-15 6-9-4 2-5-15 13-0-11 3-9-9 10-6-13 4-1-1 4-3-5 4-1-1 17-1-123-5-11-3-60-7-40-7-42-1-32-8-70-6-123-3-30-1-153-5-1Scale = 1:48.5 Plate Offsets (X, Y):[1:Edge,0-8-8], [2:0-5-0,0-2-14], [6:0-5-0,0-2-14], [7:Edge,0-8-8], [9:0-3-8,0-4-4], [10:0-5-0,0-6-4], [12:0-5-0,0-6-4], [13:0-3-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.13 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.25 10-12 >813 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.97 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 217 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 14-1,8-7:2x6 SP No.1, 13-1,9-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=6955/0-6-5, 14=7453/0-6-5 Max Grav 8=7066 (LC 11), 14=7518 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-9785/0, 2-3=-10476/0, 3-4=-10317/0, 4-5=-10746/0, 5-6=-10913/0, 6-7=-10309/0, 1-14=-5000/0, 7-8=-5269/0 BOT CHORD 13-14=0/1816, 12-13=0/9171, 10-12=0/9985, 9-10=0/9674, 8-9=0/1843 WEBS 2-13=-181/402, 2-12=-265/1324, 3-12=0/1360, 4-12=0/547, 4-10=-19/1304, 5-10=0/1423, 6-10=0/1272, 6-9=0/112, 1-13=0/7576, 7-9=0/8026 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-12 2x4 - 2 rows staggered at 0-5-0 oc, Except member 5-10 2x4 - 2 rows staggered at 0-5-0 oc, member 2-13 2x4 - 1 row at 0-2-0 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 14-1-4, Exterior(2E) 14-1-4 to 17-1-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 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 is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-8 from the left end to 15-9-8 to connect truss(es) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 13=-1273 (F=4, B=-1277), 12=-1466 (F=1, B=-1467), 10=-1466 (F=1, B=-1467), 9=4 (F), 17=-1330 (B), 18=-1657 (B), 19=-1474 (F=-8, B=-1467), 20=-1467 (B), 21=-1465 (B), 22=-1465 (B) Job Truss Truss Type Qty Ply WF63 S I48082239G01Roof Special Girder 1 2WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:34 Page: 1 ID:5WMrcWcUb4cwnO5PKtyqPGzFYyt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =2x4 =3x6 =3x4 =4x9 =4x6 =3x8 =2x4 =4x9 =3x4 =3x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 7113 12 11 20 21 10 22 23 9 8 62 416 1715 1814 193 5 1-4-4 20-2-3 1-4-4 -1-4-4 3-4-4 3-4-4 3-4-4 18-9-15 6-0-12 9-4-15 6-0-12 15-5-11 3-6-0 3-6-0 3-6-0 18-9-15 5-11-0 9-4-15 5-11-0 15-3-155-1-71-4-40-1-134-6-114-6-110-1-134-8-8Scale = 1:44.7 Plate Offsets (X, Y):[3:0-2-8,0-2-0], [5:0-2-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.03 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(CT)-0.05 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.24 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 202 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=1279/0-3-0, 13=1279/0-3-0 Max Uplift 8=-171 (LC 6), 13=-171 (LC 6) Max Grav 8=1506 (LC 28), 13=1506 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1500/193, 3-4=-2005/277, 4-5=-2005/277, 5-6=-1500/193, 6-7=0/129, 2-13=-1489/180, 6-8=-1489/180 BOT CHORD 12-13=-58/58, 10-12=-18/1034, 9-10=-18/1034, 8-9=-58/58 WEBS 3-12=-110/137, 3-10=-135/1116, 4-10=-1023/303, 5-10=-135/1116, 5-9=-110/137, 2-12=-45/1051, 6-9=-45/1051 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. Web 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 7-7-3, Interior (1) 7-7-3 to 11-2-12, Exterior(2R) 11-2-12 to 17-2-3, Exterior(2E) 17-2-3 to 20-2-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 13 and 171 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 3=-85 (B), 5=-85 (B), 12=-43 (B), 10=-43 (B), 4=-85 (B), 9=-43 (B), 14=-85 (B), 15=-85 (B), 18=-85 (B), 19=-85 (B), 20=-43 (B), 21=-43 (B), 22=-43 (B), 23=-43 (B) Job Truss Truss Type Qty Ply WF63 S I48082240H01Hip Girder 1 2WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:35 Page: 1 ID:QWktd_Q3tlMPZkppNVqCCCyaNJH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =2x4 =5x6 =3x8 =5x6 =3x4 =3x4 =5x6 =3x8 =5x6 =2x4 7112 11 10 9 8 13 18 62 1714 415 163 5 1-4-4 20-2-3 1-4-4 -1-4-4 4-8-12 9-4-15 4-8-12 14-1-11 4-8-4 4-8-4 4-8-4 18-9-15 4-6-8 4-6-8 4-6-8 18-9-15 9-8-15 14-3-76-5-71-4-40-1-135-10-115-10-110-1-136-0-8Scale = 1:46.1 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.18 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.38 9-11 >589 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=831/0-3-0, 12=831/0-3-0 Max Uplift 8=-73 (LC 6), 12=-73 (LC 6) Max Grav 8=1072 (LC 20), 12=1072 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-976/66, 3-4=-653/91, 4-5=-653/91, 5-6=-976/66, 6-7=0/129, 2-12=-1056/80, 6-8=-1056/80 BOT CHORD 11-12=-48/95, 9-11=0/948, 8-9=-48/95 WEBS 3-11=0/344, 5-9=0/344, 2-11=0/667, 6-9=0/667, 4-11=-454/51, 4-9=-454/51 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Exterior(2R) 1-7-12 to 8-11-3, Interior (1) 8-11-3 to 9-10-12, Exterior(2R) 9-10-12 to 17-2-3, Exterior(2E) 17-2-3 to 20-2-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 12 and 73 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082241H02Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:35 Page: 1 ID:?sx1jiZXcwPUYpuAj52ZqDyaNKO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =2x4 =6x8 =4x6 =5x6 =3x4 =5x6 =4x9 =6x8 =2x4 9 8 7 6 5 1 4 10 15 11 14 12 132 3 6-9-7 12-9-11 6-0-4 6-0-4 6-0-4 18-9-15 5-10-8 5-10-8 5-10-8 18-9-15 7-0-15 12-11-77-4-81-4-40-1-137-2-117-2-110-1-137-4-8Scale = 1:48 Plate Offsets (X, Y):[1:Edge,0-1-7], [2:0-3-9,0-2-8], [3:0-3-9,0-2-8], [4:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.04 6-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.09 6-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.01 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 92 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS (lb/size)5=741/0-3-0, 9=741/0-3-0 Max Uplift 5=-28 (LC 6), 9=-28 (LC 6) Max Grav 5=1009 (LC 19), 9=1009 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1009/78, 2-3=-567/118, 3-4=-1010/78, 1-9=-958/55, 4-5=-958/55 BOT CHORD 8-9=-34/220, 6-8=0/567, 5-6=-34/219 WEBS 2-8=0/219, 2-6=-100/101, 3-6=0/219, 1-8=0/528, 4-6=0/528 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 15-8-3, Exterior(2E) 15-8-3 to 18-8-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 9 and 28 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082242H03Hip11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:36 Page: 1 ID:m7ueqdStj9HmzRiRhiOSyKyaNKX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x8 =3x4 =4x6 NAILED NAILED 7 6 5 1 2 43 1-4-4 -1-4-4 1-9-0 1-9-0 2-0-0 3-9-0 1-7-4 1-7-4 2-1-12 3-9-02-7-101-5-100-1-132-7-10Scale = 1:36.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)0.02 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(CT)-0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.06 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 7-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=58/ Mechanical, 5=58/ Mechanical, 7=254/0-3-8 Max Horiz 7=142 (LC 6) Max Uplift 4=-31 (LC 6), 5=-34 (LC 6), 7=-94 (LC 6) Max Grav 4=107 (LC 16), 5=101 (LC 20), 7=396 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-347/42, 1-2=0/97, 2-3=-91/25, 3-4=-3/3 BOT CHORD 6-7=-122/20, 5-6=0/0 WEBS 3-6=-138/50, 2-6=-35/168 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 3-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 94 lb uplift at joint 7, 31 lb uplift at joint 4 and 34 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 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)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=2 (F) Job Truss Truss Type Qty Ply WF63 S I48082243J04Jack-Open 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:36 Page: 1 ID:SPGkjy?ORPK?0yno_RHMMbzGtjb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =2x8 5 4 1 2 3 1-4-4 -1-4-4 3-9-0 3-9-0 3-9-03-11-101-5-103-11-10Scale = 1:27.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.04 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=84/ Mechanical, 4=33/ Mechanical, 5=255/0-3-8 Max Horiz 5=204 (LC 4) Max Uplift 3=-94 (LC 4), 4=-17 (LC 4), 5=-33 (LC 4) Max Grav 3=115 (LC 8), 4=63 (LC 3), 5=264 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-219/91, 1-2=0/88, 2-3=-73/54 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 33 lb uplift at joint 5, 94 lb uplift at joint 3 and 17 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082244J05Jack-Open 5 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:37 Page: 1 ID:Uhj8DFhXzDpt8rr8xvM6FpzGtnt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x10 =2x8 =3x4 Special 5 6 4 1 2 3 0-1-12 0-1-12 1-4-4 -1-4-4 3-7-4 3-9-0 0-3-1 3-9-0 3-5-15 3-5-153-11-101-5-103-11-10Scale = 1:36.1 Plate Offsets (X, Y):[5:0-4-8,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.06 4-5 >762 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.11 4-5 >403 180 TCDL 10.0 Rep Stress Incr NO WB 0.07 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=87/ Mechanical, 4=353/ Mechanical, 5=572/0-1-8 Max Horiz 5=202 (LC 4) Max Uplift 3=-68 (LC 4), 4=-36 (LC 4), 5=-26 (LC 4) Max Grav 3=119 (LC 8), 4=364 (LC 8), 5=572 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior(2E); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 6)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 3, 36 lb uplift at joint 4 and 26 lb uplift at joint 5. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 638 lb down at 1-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 11)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 (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=-638 (B) Job Truss Truss Type Qty Ply WF63 S I48082245J06Jack-Closed Girder 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 E Jul 16 2021 Print: 8.510 E Jul 16 2021 MiTek Industries, Inc. Mon Sep 27 11:51:36 Page: 1 ID:snd98vAoBPo2vzf6iPzGqMzGteC-fouMOav?_x7YFWxqjsxgRvxD8o2VzEz0Dxn7vlyZRTd September 27,2021 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. 5.6612 =2x4 =3x6 5 4 1 2 3 1-11-0 -1-11-0 2-4-3 2-4-3 2-4-32-6-151-5-102-6-15Scale = 1:24.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=19/ Mechanical, 4=7/ Mechanical, 5=269/0-4-9 Max Horiz 5=164 (LC 6) Max Uplift 3=-49 (LC 8), 4=-13 (LC 6), 5=-144 (LC 6) Max Grav 3=53 (LC 7), 4=36 (LC 5), 5=400 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-358/182, 1-2=0/88, 2-3=-72/21 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.3 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 144 lb uplift at joint 5, 49 lb uplift at joint 3 and 13 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082246J07Jack-Open 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:37 Page: 1 ID:n2eohfmwJMhtUwtUrt_l1IzGtnm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812Sheet Front 1 Ply =3x4 =3x8 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 11 10 9 8 7 1 2 3 12 13 4 5 6 1-4-4 -1-4-4 5-2-4 5-2-4 5-2-44-11-21-5-104-11-2Scale = 1:35.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)7=37/5-2-4, 8=109/5-2-4, 9=119/5-2-4, 10=20/5-2-4, 11=196/5-2-4 Max Horiz 11=162 (LC 4) Max Uplift 7=-4 (LC 5), 8=-78 (LC 4), 9=-51 (LC 4), 10=-302 (LC 4), 11=-27 (LC 9) Max Grav 7=37 (LC 1), 8=135 (LC 8), 9=132 (LC 8), 10=146 (LC 5), 11=290 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-11=-265/21, 1-2=0/83, 2-3=-145/34, 3-4=-55/27, 4-5=-51/26, 5-6=-60/61, 6-7=-29/27 BOT CHORD 10-11=-63/81, 9-10=-63/81, 8-9=-63/81, 7-8=-63/81 WEBS 5-8=-80/54, 4-9=-113/108, 3-10=-98/149 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) -1-4-4 to 1-7-12, Exterior(2N) 1-7-12 to 2-0-8, Corner(3E) 2-0-8 to 5-0-8; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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 2x4 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)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 27 lb uplift at joint 11, 4 lb uplift at joint 7, 78 lb uplift at joint 8, 51 lb uplift at joint 9 and 302 lb uplift at joint 10. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082247J08Monopitch Supported Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:37 Page: 1 ID:7?RhkMq28vKAahmSeQawkLzGtnh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =4x6 =2x8 5 4 1 2 3 1-4-4 -1-4-4 5-2-4 5-2-4 5-2-44-11-21-5-104-11-2Scale = 1:30.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)0.05 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.08 4-5 >794 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.08 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=130/ Mechanical, 4=55/ Mechanical, 5=303/0-3-8 Max Horiz 5=233 (LC 4) Max Uplift 3=-121 (LC 4), 4=-7 (LC 4), 5=-27 (LC 4) Max Grav 3=166 (LC 8), 4=94 (LC 3), 5=303 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-258/94, 1-2=0/83, 2-3=-97/78 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 27 lb uplift at joint 5, 121 lb uplift at joint 3 and 7 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082248J09Jack-Open 14 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:37 Page: 1 ID:0mhBaktZC7qc3J3DtGfsuBzGtnd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. =2x4 =4x6 =4x6 =2x4 HUS26 HUS26 4 3 5 6 1 2 5-3-4 5-3-41-5-10Scale = 1:22.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.04 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.09 3-4 >702 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=958/ Mechanical, 4=794/0-4-8 Max Uplift 3=-188 (LC 6), 4=-178 (LC 6) Max Grav 3=969 (LC 11), 4=802 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-3=-149/172, 1-2=-16/17, 1-4=-149/172 BOT CHORD 3-4=-16/17 WEBS 2-4=0/0 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. Web 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=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for thisdesign. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 3 and 178 lb uplift at joint 4. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. 12)Use MiTek HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-4 from the left end to 3-11-4 to connect truss(es) to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-677 (F), 6=-677 (F) Job Truss Truss Type Qty Ply WF63 S I48082249J10Flat Girder 2 2WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:38 Page: 1 ID:MtnVFR6YTsFJui5EB_P9PIzGtgt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 7.4512 =3x4 =3x6 5 4 1 2 3 1-5-2 -1-5-2 1-11-6 1-11-6 0-0-2 0-0-2 1-11-4 1-11-62-7-151-5-72-7-15Scale = 1:27.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=21/ Mechanical, 4=9/ Mechanical, 5=207/0-3-7 Max Horiz 5=172 (LC 4) Max Uplift 3=-61 (LC 4), 4=-33 (LC 4), 5=-61 (LC 4) Max Grav 3=56 (LC 5), 4=31 (LC 5), 5=262 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-225/115, 1-2=0/83, 2-3=-45/27 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.5 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 61 lb uplift at joint 5, 33 lb uplift at joint 4 and 61 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082250J11Jack-Open 2 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:38 Page: 1 ID:UIyQqgeoUIDhnynmFbsV7WyaNXB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 Sheet Back 1 Ply =2x8 =2x8 =2x4 =2x4 =2x4 =3x6 7 6 5 1 2 3 4 1-4-4 -1-4-4 1-11-8 1-11-8 1-11-82-9-51-5-102-9-5Scale = 1:29.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.00 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(CT)0.00 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)-0.01 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=25/ Mechanical, 5=-1/1-11-8, 6=4/1-11-8, 7=195/1-11-8 Max Horiz 7=130 (LC 4) Max Uplift 4=-44 (LC 4), 5=-10 (LC 8), 6=-108 (LC 4), 7=-73 (LC 4) Max Grav 4=26 (LC 8), 5=25 (LC 4), 6=77 (LC 5), 7=286 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-262/182, 1-2=0/83, 2-3=-53/22, 3-4=-30/24, 4-5=0/0 BOT CHORD 6-7=-33/32, 5-6=-33/32 WEBS 3-6=-37/88 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 7, 10 lb uplift at joint 5, 108 lb uplift at joint 6 and 44 lb uplift at joint 4. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082251J12Jack-Open Supported Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:38 Page: 1 ID:nOHwXjoEIUPqA_tqKD0g_DzGtmR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =2x8 5 4 1 2 3 1-4-4 -1-4-4 1-11-8 1-11-8 1-11-82-9-51-5-102-9-5Scale = 1:24.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=24/ Mechanical, 4=10/ Mechanical, 5=200/0-3-8 Max Horiz 5=161 (LC 4) Max Uplift 3=-58 (LC 4), 4=-32 (LC 4), 5=-33 (LC 4) Max Grav 3=58 (LC 5), 4=32 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-213/86, 1-2=0/83, 2-3=-46/30 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 33 lb uplift at joint 5, 32 lb uplift at joint 4 and 58 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082252J13Jack-Open 8 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:38 Page: 1 ID:02Cd8Y5DCMzBbwsUNKSr4nzGtnM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 5.6612 =2x4 =2x8 5 4 1 2 3 1-3-9 -1-3-9 2-7-6 2-7-6 0-0-6 0-0-6 2-7-0 2-7-62-5-11-2-52-5-1Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=51/ Mechanical, 4=19/ Mechanical, 5=209/0-4-3 Max Horiz 5=140 (LC 6) Max Uplift 3=-58 (LC 6), 4=-6 (LC 6), 5=-96 (LC 6) Max Grav 3=76 (LC 9), 4=44 (LC 5), 5=303 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-273/131, 1-2=0/61, 2-3=-61/26 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.3 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 96 lb uplift at joint 5, 58 lb uplift at joint 3 and 6 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082253J14Jack-Open 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:39 Page: 1 ID:K0Iq0pPbXrikAgiRGjvP?mzGtlf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 5.6612 =2x4 =3x6 5 4 1 2 3 1-10-10 -1-10-10 2-0-5 2-0-5 0-0-6 0-0-6 1-11-15 2-0-52-5-11-5-102-5-1Scale = 1:26.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=2/ Mechanical, 4=2/ Mechanical, 5=263/0-4-3 Max Horiz 5=155 (LC 6) Max Uplift 3=-65 (LC 8), 4=-17 (LC 6), 5=-142 (LC 6) Max Grav 3=46 (LC 7), 4=29 (LC 5), 5=387 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/87, 2-3=-69/18, 2-5=-345/181 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.3 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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 65 lb uplift at joint 3, 142 lb uplift at joint 5 and 17 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082254J15Jack-Open 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:39 Page: 1 ID:VgWrTCyqwgNL4ae4OgDyKFzGtky-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 7.8412 =3x4 =3x6 5 4 1 2 3 1-4-11 -1-4-11 2-8-7 2-8-7 0-0-1 0-0-1 2-8-5 2-8-73-2-141-5-113-2-14Scale = 1:28.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(CT)0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=51/ Mechanical, 4=20/ Mechanical, 5=220/0-3-7 Max Horiz 5=208 (LC 4) Max Uplift 3=-95 (LC 4), 4=-29 (LC 4), 5=-56 (LC 4) Max Grav 3=83 (LC 8), 4=45 (LC 3), 5=251 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-211/115, 1-2=0/84, 2-3=-67/38 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.2 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 56 lb uplift at joint 5, 95 lb uplift at joint 3 and 29 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082255J16Jack-Open 2 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:39 Page: 1 ID:7cgyLmoKf_k_Doh4y64Jc2yaNX?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 7.9912 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-6 -1-4-6 2-11-1 2-11-1 0-2-7 2-11-1 2-8-10 2-8-103-5-11-5-113-5-1Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=56/ Mechanical, 4=28/ Mechanical, 5=225/0-3-8 Max Horiz 5=218 (LC 4) Max Uplift 3=-58 (LC 4), 4=-73 (LC 4), 5=-54 (LC 4) Max Grav 3=87 (LC 8), 4=56 (LC 3), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-220/70, 1-2=0/84, 2-3=-59/41 BOT CHORD 4-5=-198/40 WEBS 2-4=-44/218 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 54 lb uplift at joint 5, 58 lb uplift at joint 3 and 73 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082256J17Jack-Open 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:39 Page: 1 ID:ym1Dcps4EqU8xj9DINBjsJyaNWv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x10 1 5 4 2 3 1-4-4 -1-4-4 5-8-8 5-8-8 5-8-85-0-110-10-134-8-8Scale = 1:29.6 Plate Offsets (X, Y):[5:0-2-8,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)0.05 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.11 4-5 >595 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.05 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=145/ Mechanical, 4=63/ Mechanical, 5=322/0-3-0 Max Horiz 5=227 (LC 4) Max Uplift 3=-116 (LC 4), 5=-50 (LC 4) Max Grav 3=178 (LC 8), 4=104 (LC 3), 5=322 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-275/109, 1-2=0/83, 2-3=-103/83 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 5 and 116 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082257J18Jack-Open 7 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:40 Page: 1 ID:yWaDiCnR7monKkrqKau05EyaNK5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x8 1 5 4 2 3 1-4-4 -1-4-4 2-7-2 2-7-2 2-7-22-11-130-10-132-7-10Scale = 1:23.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=49/ Mechanical, 4=18/ Mechanical, 5=214/0-3-0 Max Horiz 5=158 (LC 4) Max Uplift 3=-56 (LC 4), 4=-1 (LC 4), 5=-72 (LC 4) Max Grav 3=76 (LC 8), 4=42 (LC 3), 5=245 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-203/102, 1-2=0/83, 2-3=-52/36 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 72 lb uplift at joint 5, 56 lb uplift at joint 3 and 1 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082258J19Jack-Open 2 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:40 Page: 1 ID:qHqkYaqyB?JDoM8bZQzyF4yaNK1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =3x4 =3x8 1 5 4 2 3 1-4-4 -1-4-4 1-11-6 1-11-6 1-11-63-8-91-4-43-3-10Scale = 1:25.7 Plate Offsets (X, Y):[2:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=25/ Mechanical, 4=9/ Mechanical, 5=199/0-3-0 Max Horiz 5=264 (LC 4) Max Uplift 3=-102 (LC 4), 4=-56 (LC 4), 5=-9 (LC 4) Max Grav 3=72 (LC 5), 4=37 (LC 5), 5=249 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-210/87, 1-2=0/106, 2-3=-86/48 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 5, 56 lb uplift at joint 4 and 102 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082259J20Jack-Open 2 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:40 Page: 1 ID:BFddbHu50XxWv71YMzZ7y7yaNJy-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 14.4212 =3x4 =5x6 21 20 19 18 17 16 15 14 13 12 1 2 3 4 5 6 7 8 9 10 11 4-7-12 4-7-12 13-5-0 18-0-12 18-0-121-4-26-11-26-11-2Scale = 1:46.3 Plate Offsets (X, Y):[4:0-1-5,Edge], [18:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-11:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)12=62/18-0-12, 13=167/18-0-12, 14=160/18-0-12, 15=160/18-0-12, 16=160/18-0-12, 17=158/18-0-12, 18=161/18-0-12, 19=154/18-0-12, 20=175/18-0-12, 21=65/18-0-12 Max Uplift 12=-5 (LC 4), 13=-3 (LC 4), 14=-2 (LC 4), 15=-7 (LC 4), 16=-3 (LC 4), 17=-14 (LC 4), 20=-174 (LC 4), 21=-36 (LC 5) Max Grav 12=70 (LC 7), 13=183 (LC 7), 14=174 (LC 7), 15=177 (LC 7), 16=176 (LC 7), 17=180 (LC 7), 18=161 (LC 1), 19=154 (LC 1), 20=307 (LC 7), 21=93 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-21=-51/20, 1-2=-73/86, 2-3=-94/81, 3-4=-100/82, 4-5=-82/89, 5-6=-82/89, 6-7=-82/89, 7-8=-82/89, 8-9=-82/89, 9-10=-82/89, 10-11=-82/89, 11-12=-78/49 BOT CHORD 20-21=-78/87, 19-20=-78/87, 17-19=-78/87, 16-17=-78/87, 15-16=-78/87, 14-15=-78/87, 13-14=-78/87, 12-13=-78/87 WEBS 10-13=-125/0, 9-14=-141/37, 8-15=-135/28, 7-16=-136/28, 6-17=-142/38, 5-18=-121/0, 3-19=-115/0, 2-20=-234/158 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 8-10-11, Interior (1) 8-10-11 to 14-11-0, Exterior(2E) 14-11-0 to 17-11-0; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 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 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 21, 5 lb uplift at joint 12, 3 lb uplift at joint 13, 2 lb uplift at joint 14, 7 lb uplift at joint 15, 3 lb uplift at joint 16, 14 lb uplift at joint 17 and 174 lb uplift at joint 20. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082260L01Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:40 Page: 1 ID:4PcJAPxSMUuTZvu5DAW00TzGu6C-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 14.4212 =3x4 =3x4 =3x4 =3x6 =5x9 1 16 15 14 13 12 11 10 2 3 18 4 17 5 6 7 8 9 0-2-13 0-2-13 0-7-4 13-4-7 3-6-3 11-4-7 1-4-12 12-9-3 7-7-7 7-10-5 2-0-0 13-4-7 11-4-7 11-4-716-1-20-0-48-9-106-11-137-3-8Scale = 1:86 Plate Offsets (X, Y):[17:0-4-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.58 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 130 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 8-17,17-11:2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 11-8:2x4 SPFNo.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. WEBS 1 Row at midpt 8-11, 7-12, 5-13 WEBS 2 Rows at 1/3 pts 9-10 REACTIONS (lb/size)1=33/13-4-7, 10=113/13-4-7, 11=100/13-4-7, 12=158/13-4-7, 13=161/13-4-7, 14=159/13-4-7, 15=164/13-4-7, 16=139/13-4-7 Max Horiz 1=20 (LC 4) Max Uplift 1=-208 (LC 5), 10=-200 (LC 5), 11=-190 (LC 4), 12=-60 (LC 4), 13=-98 (LC 4), 14=-87 (LC 4), 15=-109 (LC 4), 16=-93 (LC 4) Max Grav 1=274 (LC 4), 10=298 (LC 4), 11=269 (LC 5), 12=212 (LC 7), 13=241 (LC 7), 14=229 (LC 7), 15=239 (LC 7), 16=202 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-360/305, 2-3=-266/230, 3-4=-144/131, 4-5=-58/49, 5-7=-105/89, 7-8=-175/178, 8-9=-115/115, 9-10=-259/188 BOT CHORD 1-16=-198/221, 15-16=-198/221, 14-15=-198/221, 13-14=-198/221, 12-13=-198/221, 11-12=-198/221, 10-11=-76/84 WEBS 8-11=-378/299, 7-12=-178/92, 5-13=-200/120, 4-14=-190/111, 3-15=-198/134, 2-16=-164/110, 8-17=-358/377, 11-17=-510/573 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3) 0-3-12 to 4-6-10, Exterior(2R) 4-6-10 to 13-1-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 lb uplift at joint 10, 208 lb uplift at joint 1, 190 lb uplift at joint 11, 60 lb uplift at joint 12, 98 lb uplift at joint 13, 87 lb uplift at joint 14, 109 lb uplift at joint 15 and 93 lb uplift at joint 16. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082261L02Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:41 Page: 1 ID:MOuqok?XjW4YCww6fn7js0zGu7Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 14.4212 14.4212=3x4 =2x4 =2x4 =3x4 =2x4 =6x6 =2x4 =2x4 =2x4 =2x4 =3x4 =3x6 =5x9 =2x4 =2x8 12 11 10 9 13 14 12 3 4 155 6 7 8 0-2-7 -0-2-7 0-7-4 10-5-12 1-6-15 1-6-15 1-4-12 9-10-7 6-10-13 8-5-12 2-6-1 2-6-1 5-11-11 8-5-12 2-0-0 10-5-1216-1-20-5-147-5-85-7-83-0-23-0-25-7-88-7-10Scale = 1:93.9 Plate Offsets (X, Y):[15:0-4-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.58 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x6 SPF No.2 *Except* 7-15,15-10:2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 10-7:2x4 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: 10-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 7-10, 6-11, 5-12, 10-15 WEBS 2 Rows at 1/3 pts 8-9 REACTIONS (lb/size)1=-140/7-11-11, 11=576/7-11-11, 12=-39/7-11-11, 13=232/7-11-11, 14=176/7-11-11 Max Horiz 1=-82 (LC 4) Max Uplift 1=-510 (LC 5), 12=-197 (LC 4), 13=-296 (LC 4), 14=-203 (LC 4) Max Grav 1=472 (LC 4), 11=576 (LC 1), 12=227 (LC 5), 13=431 (LC 8), 14=328 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-251/266, 2-4=-78/119, 4-5=-43/66, 5-6=-148/187, 6-7=-221/215, 7-8=-97/114, 8-9=-105/103 BOT CHORD 1-14=-322/301, 13-14=-288/294, 12-13=-175/182, 11-12=-174/182, 10-11=-174/182, 9-10=-100/110 WEBS 7-10=-494/417, 6-11=-285/9, 5-12=-179/161, 4-13=-211/115, 2-14=-249/198, 7-15=-453/525, 10-15=-363/350 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-9 to 3-4-9, Interior (1) 3-4-9 to 10-5-7; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 lb uplift at joint 1, 197 lb uplift at joint 12, 296 lb uplift at joint 13 and 203 lb uplift at joint 14. 9)Non Standard bearing condition. Review required. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082262L03Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:41 Page: 1 ID:In0aDP0nF7KFRE4UnC9BxRzGu7O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 14.4212 =3x4 =5x6 =3x4 =5x6 =3x4 1 19 18 17 16 15 14 13 12 11 2 3 4 5 6 7 8 9 10 0-2-13 16-9-15 1-11-2 16-7-1 2-1-15 2-1-15 12-6-0 14-7-15 16-9-152-7-70-0-42-3-13Scale = 1:32.9 Plate Offsets (X, Y):[2:0-2-11,Edge], [10:0-2-11,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-10:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=92/16-9-15, 11=92/16-9-15, 12=161/16-9-15, 13=156/16-9-15, 14=161/16-9-15, 15=159/16-9-15, 17=161/16-9-15, 18=156/16-9-15, 19=161/16-9-15 Max Uplift 1=-19 (LC 4), 11=-19 (LC 4), 12=-3 (LC 4), 13=-7 (LC 4), 14=-13 (LC 4), 15=-11 (LC 4), 17=-13 (LC 4), 18=-7 (LC 4), 19=-3 (LC 4) Max Grav 1=107 (LC 7), 11=107 (LC 7), 12=175 (LC 7), 13=169 (LC 7), 14=179 (LC 7), 15=176 (LC 7), 17=179 (LC 7), 18=169 (LC 7),19=175 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-79/32, 2-3=-51/50, 3-4=-51/50, 4-5=-51/50, 5-6=-51/50, 6-7=-51/50, 7-8=-51/50, 8-9=-51/50, 9-10=-51/50, 10-11=-79/32 BOT CHORD 1-19=-6/20, 18-19=-6/20, 17-18=-6/20, 15-17=-6/20, 14-15=-6/20, 13-14=-6/20, 12-13=-6/20, 11-12=-6/20 WEBS 6-15=-136/35, 5-17=-137/37, 4-18=-134/32, 3-19=-119/24, 7-14=-137/37, 8-13=-134/32, 9-12=-119/24 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-12 to 2-2-3, Corner(3R) 2-2-3 to 5-2-3, Exterior(2N) 5-2-3 to 11-8-3, Corner(3R) 11-8-3 to 14-8-3, Corner(3E) 14-8-3 to 16-6-10; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 19 lb uplift at joint 1, 19 lb uplift at joint 11, 11 lb uplift at joint 15, 13 lb uplift at joint 17, 7 lb uplift at joint 18, 3 lb uplift at joint 19, 13 lb uplift at joint 14, 7 lb uplift at joint 13 and 3 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082263L04Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:41 Page: 1 ID:9?HF?fBVnKCDFLXfZWLP0TzGu3J-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 14.4212 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 7 6 5 2 3 4 6-6-7 6-6-77-10-90-0-47-10-9Scale = 1:45.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=72/6-6-7, 5=60/6-6-7, 6=162/6-6-7, 7=194/6-6-7 Max Horiz 1=34 (LC 4) Max Uplift 1=-25 (LC 5), 5=-40 (LC 5), 6=-112 (LC 4), 7=-164 (LC 4) Max Grav 1=114 (LC 4), 5=96 (LC 4), 6=243 (LC 7), 7=294 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-170/136, 2-3=-53/42, 3-4=-136/136, 4-5=-87/55 BOT CHORD 1-7=-102/111, 6-7=-102/111, 5-6=-102/111 WEBS 3-6=-203/137, 2-7=-246/193 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner (3) 0-3-12 to 4-6-11, Exterior(2R) 4-6-11 to 6-4-15; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 25 lb uplift at joint 1, 40 lb uplift at joint 5, 112 lb uplift at joint 6 and 164 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082264L05Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:42 Page: 1 ID:KYJ8Vbm2J5sF4AnNBvvj97zGuGl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 14.4212 =3x6 =5x6 =3x6 =5x6 =3x6 =5x6 =3x6 1 41 40 39 38 37 36 35 34 33 32 31 3029 28 27 26 25 24 23 2 3 22 4 21 5 20 196789101112131415161718 4-9-0 36-7-11 9-11-11 9-11-11 21-11-0 31-10-11 36-7-1112-0-20-0-46-3-10Scale = 1:72.1 Plate Offsets (X, Y):[4:0-3-0,0-3-0], [6:0-2-11,Edge], [19:0-2-11,Edge], [36:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.26 Horiz(TL)0.00 23 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 294 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 1-36:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 38-39,37-38,36-37. WEBS 1 Row at midpt 5-38, 7-37, 8-36, 9-35, 10-34, 11-33, 12-32, 14-31, 15-29, 16-28, 17-27, 18-26, 20-25 REACTIONS (lb/size)1=90/36-7-11, 23=53/36-7-11, 24=151/36-7-11, 25=161/36-7-11, 26=161/36-7-11, 27=159/36-7-11, 28=160/36-7-11, 29=160/36-7-11,31=160/36-7-11, 32=160/36-7-11,33=160/36-7-11, 34=159/36-7-11,35=162/36-7-11, 36=159/36-7-11,37=158/36-7-11, 38=169/36-7-11,39=162/36-7-11, 40=128/36-7-11, 41=223/36-7-11 Max Uplift 23=-79 (LC 4), 24=-127 (LC 4), 26=-28 (LC 8), 27=-32 (LC 4), 34=-1 (LC 4), 36=-34 (LC 4), 37=-34 (LC 8), 39=-99 (LC 4),40=-45 (LC 4), 41=-99 (LC 4) Max Grav 1=90 (LC 1), 23=110 (LC 5), 24=248 (LC 7), 25=161 (LC 1), 26=161 (LC 4), 27=192 (LC 7), 28=170 (LC 7), 29=172 (LC 7), 31=172 (LC 7), 32=172 (LC 7), 33=172 (LC 7), 34=172 (LC 7), 35=172 (LC 7), 36=194 (LC 7), 37=166 (LC 4), 38=169 (LC 1), 39=241 (LC 7), 40=169 (LC 7), 41=306 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-73/93, 2-3=-90/65, 3-5=-228/245, 5-6=-224/234, 6-7=-182/205, 7-8=-182/205, 8-9=-184/205, 9-10=-184/205, 10-11=-184/205, 11-12=-184/205, 12-14=-184/205, 14-15=-184/205, 15-16=-184/205, 16-17=-184/205,17-18=-184/205, 18-19=-184/205,19-20=-223/232, 20-21=-233/251,21-22=-143/157, 22-23=-134/128 BOT CHORD 1-41=-64/74, 40-41=-64/74, 39-40=-64/74, 38-39=-70/78, 37-38=-70/78, 35-37=-70/78, 34-35=-68/77, 33-34=-68/77, 32-33=-68/77, 31-32=-68/77, 29-31=-68/77, 28-29=-68/77, 27-28=-68/77, 26-27=-68/77, 25-26=-68/77, 24-25=-68/77, 23-24=-68/77 WEBS 2-41=-238/124, 3-40=-138/68, 4-39=-199/123, 5-38=-129/0, 7-37=-143/66, 8-36=-154/58, 9-35=-130/20, 10-34=-132/25, 11-33=-132/24, 12-32=-132/24, 14-31=-132/24, 15-29=-132/24, 16-28=-130/21, 17-27=-152/56, 18-26=-140/63, 20-25=-121/0, 21-24=-178/101 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-12 to 3-11-11, Exterior(2N) 3-11-11 to 6-3-15, Corner(3R) 6-3-15 to 13-7-14, Exterior(2N) 13-7-14 to 28-2-15, Corner(3R) 28-2-15 to 32-11-6, Corner(3E) 32-11-6 to 36-6-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Truss Truss Type Qty Ply WF63 S I48082265L06Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:42 Page: 1 ID:iETjud0r_1MfUi8sTR32AXzGu0x-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 September 27,2021 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. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 79 lb uplift at joint 23, 99 lb uplift at joint 41, 45 lb uplift at joint 40, 99 lb uplift at joint 39, 34 lb uplift at joint 37, 34 lb uplift at joint 36, 1 lb uplift at joint 34, 32 lb uplift at joint 27, 28 lb uplift at joint 26 and 127 lb uplift at joint 24. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082265L06Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:42 Page: 2 ID:iETjud0r_1MfUi8sTR32AXzGu0x-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?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. 14.4212 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1 23 22 21 2019 18 17 16 15 14 13 2 12 3 11 4 10 95 6 8 7 0-2-13 19-0-14 9-3-10 18-10-1 9-6-7 9-6-7 19-0-1411-5-130-0-411-2-2Scale = 1:67.3 Plate Offsets (X, Y):[7:Edge,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 112 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-18, 6-19, 8-17 REACTIONS (lb/size)1=56/19-0-14, 13=56/19-0-14, 14=145/19-0-14, 15=164/19-0-14, 16=159/19-0-14, 17=165/19-0-14, 18=104/19-0-14, 19=165/19-0-14,21=159/19-0-14, 22=164/19-0-14,23=145/19-0-14 Max Uplift 1=-134 (LC 5), 13=-134 (LC 5), 14=-73 (LC 4), 15=-81 (LC 4), 16=-85 (LC 4), 17=-74 (LC 4), 18=-93 (LC 5), 19=-74 (LC 4), 21=-85 (LC 4), 22=-81 (LC 4), 23=-73 (LC 4) Max Grav 1=188 (LC 4), 13=188 (LC 4), 14=206 (LC 7), 15=232 (LC 7), 16=229 (LC 7), 17=228 (LC 7), 18=207 (LC 4), 19=228 (LC 7), 21=229 (LC 7), 22=232 (LC 7), 23=206 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-248/218, 2-3=-166/143, 3-4=-77/50, 4-6=-99/55, 6-7=-166/149, 7-8=-166/149,8-10=-99/55, 10-11=-77/50, 11-12=-166/143,12-13=-248/218 BOT CHORD 1-23=-144/170, 22-23=-144/170, 21-22=-144/170, 19-21=-144/170, 18-19=-144/170, 17-18=-144/170, 16-17=-144/170, 15-16=-144/170, 14-15=-144/170, 13-14=-144/170 WEBS 7-18=-183/133, 6-19=-188/98, 4-21=-189/108, 3-22=-192/107, 2-23=-166/92, 8-17=-188/98, 10-16=-189/108, 11-15=-192/107, 12-14=-166/92 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-12 to 3-6-11, Interior (1) 3-6-11 to 6-6-11, Exterior(2R) 6-6-11 to 12-6-11, Interior (1) 12-6-11 to 15-6-11, Exterior(2E) 15-6-11 to 18-9-9; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 1, 93 lb uplift at joint 18, 74 lb uplift at joint 19, 85 lb uplift at joint 21, 81 lb uplift at joint 22, 73 lb uplift at joint 23, 74 lb uplift at joint 17, 85 lb uplift at joint 16, 81 lb uplift at joint 15, 73 lb uplift at joint 14 and 134 lb uplift at joint 13. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082266L07Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:42 Page: 1 ID:qs_datDpU2L_MhIZjZSxbpzGu78-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 14.4212 14.4212=3x4 =4x6 =3x4 =3x4111098 7 12 6 13 5 1 42 3 0-2-7 -0-2-7 0-2-13 11-9-3 3-2-12 3-2-12 8-3-10 11-6-5 6-10-2 11-9-3 4-11-1 4-11-110-3-60-5-145-11-05-7-55-11-04-4-610-3-6Scale = 1:63.7 Plate Offsets (X, Y):[3:Edge,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 3-7:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=79/11-9-3, 7=97/11-9-3, 8=195/11-9-3, 9=150/11-9-3, 10=163/11-9-3, 11=-22/11-9-3, 12=105/11-9-3, 13=136/11-9-3 Max Horiz 1=-163 (LC 4) Max Uplift 1=-77 (LC 5), 7=-62 (LC 5), 8=-108 (LC 4), 9=-87 (LC 4), 10=-94 (LC 4), 11=-183 (LC 4), 12=-100 (LC 5), 13=-67 (LC 4) Max Grav 1=135 (LC 4), 7=143 (LC 4), 8=285 (LC 8), 9=223 (LC 8), 10=239 (LC 8), 11=159 (LC 5), 12=215 (LC 4), 13=193 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-87/62, 2-3=-168/151, 3-4=-170/151, 4-5=-96/49, 5-6=-82/56, 6-7=-196/175 BOT CHORD 1-13=-216/243, 12-13=-218/248, 11-12=-215/254, 10-11=-129/153, 9-10=-129/153, 8-9=-129/153, 7-8=-129/153 WEBS 3-12=-184/135, 2-13=-156/86, 4-10=-197/110, 5-9=-187/112, 6-8=-227/130 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-9 to 3-5-3, Exterior(2R) 3-5-3 to 6-5-3, Interior (1) 6-5-3 to 8-8-1, Exterior(2E) 8-8-1 to 11-8-1; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 7, 77 lb uplift at joint 1, 183 lb uplift at joint 11, 100 lb uplift at joint 12, 67 lb uplift at joint 13, 94 lb uplift at joint 10, 87 lb uplift at joint 9 and 108 lb uplift at joint 8. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 11, 12, 13. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082267L08Lay-In Gable 1 1WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:43 Page: 1 ID:TuAkXA9hfWihGwPcw0smulzGu7D-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 71 2 8 6 9 12 10 11 43 5 0-8-6 -0-8-6 0-8-6 9-7-0 2-11-0 5-10-13 2-11-13 2-11-13 2-11-13 8-10-10 8-10-102-5-110-4-70-1-132-2-92-2-90-1-132-4-5Scale = 1:27.7 Plate Offsets (X, Y):[3:0-2-0,Edge], [5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=264/8-10-10, 6=264/8-10-10, 8=237/8-10-10 Max Uplift 2=-142 (LC 6), 6=-142 (LC 6), 8=-2 (LC 6) Max Grav 2=417 (LC 20), 6=417 (LC 20), 8=329 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-411/153, 3-4=-286/167, 4-5=-286/167, 5-6=-411/153, 6-7=0/24 BOT CHORD 2-8=-47/267, 6-8=-47/267 WEBS 4-8=-218/50 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-11 to 3-3-11,Corner(3R) 3-3-11 to 7-1-3, Corner(3E) 7-1-3 to 10-1-3;cantilever left and right exposed ; end vertical left andright exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 2, 142 lb uplift at joint 6 and 2 lb uplift at joint 8. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082268P1Piggyback11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:43 Page: 1 ID:In0aDP0nF7KFRE4UnC9BxRzGu7O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =4x6 =2x4 =2x4 51 2 6 4 3 0-8-6 -0-8-6 0-8-6 9-7-0 4-5-5 4-5-5 4-5-5 8-10-10 8-10-103-5-60-4-73-4-0Scale = 1:31.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=222/8-10-10, 4=222/8-10-10, 6=320/8-10-10 Max Uplift 2=-82 (LC 4), 4=-82 (LC 4) Max Grav 2=233 (LC 8), 4=233 (LC 8), 6=336 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-112/57, 3-4=-112/57, 4-5=0/22 BOT CHORD 2-6=0/40, 4-6=0/40 WEBS 3-6=-225/62 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 7-1-3, Exterior(2E) 7-1-3 to 10-1-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 2 and 82 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082269P2Piggyback31WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:44 Page: 1 ID:iMhjrR3fY2iqIho3SKjuZ3zGu7L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1 92 13 12 11 10 8 1914 15 181716 73 5 64 0-8-6 -0-8-6 0-8-6 16-7-0 1-3-0 8-6-13 7-3-13 15-10-10 7-3-13 7-3-13 15-10-105-4-60-4-70-1-135-1-35-1-30-1-135-3-0Scale = 1:44.9 Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=193/15-10-10, 8=193/15-10-10, 10=357/15-10-10, 11=225/15-10-10, 13=357/15-10-10 Max Uplift 2=-40 (LC 6), 8=-40 (LC 6), 10=-128 (LC 6), 13=-128 (LC 6) Max Grav 2=319 (LC 20), 8=319 (LC 20), 10=580 (LC 20), 11=273 (LC 20), 13=580 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-219/47, 3-4=-235/118, 4-5=-126/120, 5-6=-126/120, 6-7=-235/118, 7-8=-219/47, 8-9=0/24 BOT CHORD 2-13=-6/94, 11-13=-6/94, 10-11=-6/94, 8-10=-6/94 WEBS 5-11=-208/0, 3-13=-471/170, 7-10=-471/170 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-11 to 3-3-11, Exterior(2N) 3-3-11 to 5-0-15, Corner(3R) 5-0-15 to 12-3-15, Exterior(2N) 12-3-15 to 14-1-2, Corner(3E) 14-1-2 to 17-1-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 2, 128 lb uplift at joint 13, 128 lb uplift at joint 10 and 40 lb uplift at joint 8. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082270P3Piggyback11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:44 Page: 1 ID:TuAkXA9hfWihGwPcw0smulzGu7D-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =2x4 =2x4 =3x4 =2x4 =4x6 =2x4 =2x4 =3x4 712 11 10 9 8 6 12 15 3 5 1413 4 0-8-6 -0-8-6 0-8-6 16-7-0 7-11-5 15-10-10 7-11-5 7-11-5 15-10-105-9-60-4-75-8-0Scale = 1:41.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=173/15-10-10, 6=173/15-10-10, 8=372/15-10-10, 9=236/15-10-10, 11=372/15-10-10 Max Uplift 2=-4 (LC 4), 6=-4 (LC 4), 8=-70 (LC 4), 11=-70 (LC 4) Max Grav 2=173 (LC 1), 6=173 (LC 1), 8=414 (LC 8), 9=236 (LC 1), 11=414 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-95/41, 3-4=-134/90, 4-5=-134/90, 5-6=-95/41, 6-7=0/22 BOT CHORD 2-11=-18/55, 9-11=-18/55, 8-9=-18/55, 6-8=-18/55 WEBS 4-9=-165/0, 3-11=-313/118, 5-8=-313/118 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-11 to 3-3-11, Interior (1) 3-3-11 to 5-8-7, Exterior(2R) 5-8-7 to 11-8-7, Interior (1) 11-8-7 to 14-1-2, Exterior(2E) 14-1-2 to 17-1-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 4 lb uplift at joint 2, 70 lb uplift at joint 11, 70 lb uplift at joint 8 and 4 lb uplift at joint 6. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss ConnectionDetail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082271P4Piggyback61WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:44 Page: 1 ID:uTst9CBZyR5G7O8Bb8PTVOzGu7A-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 14 17 1615 3 7 54 6 0-8-6 -0-8-6 0-8-6 16-7-0 3-6-0 9-8-5 6-2-5 6-2-5 6-2-5 15-10-10 15-10-104-7-60-4-70-1-134-4-34-4-30-1-134-6-0Scale = 1:38.8 Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=213/15-10-10, 8=213/15-10-10, 10=335/15-10-10, 11=230/15-10-10, 12=335/15-10-10 Max Uplift 2=-2 (LC 6), 8=-2 (LC 6), 10=-57 (LC 6), 12=-57 (LC 6) Max Grav 2=324 (LC 20), 8=324 (LC 20), 10=539 (LC 20), 11=346 (LC 19), 12=539 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-223/35, 3-4=-224/61, 4-5=-121/61, 5-6=-121/61, 6-7=-224/61, 7-8=-223/35, 8-9=0/24 BOT CHORD 2-12=-7/118, 11-12=-7/118, 10-11=-7/118, 8-10=-7/118 WEBS 5-11=-273/28, 3-12=-427/104, 7-10=-427/104 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-11 to 3-3-11, Exterior(2R) 3-3-11 to 14-1-2, Exterior(2E) 14-1-2 to 17-1-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 2, 2 lb uplift at joint 8, 57 lb uplift at joint 12 and 57 lb uplift at joint 10. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082272P5Piggyback11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:45 Page: 1 ID:qs_datDpU2L_MhIZjZSxbpzGu78-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 1714 735161564 0-8-6 -0-8-6 0-8-6 16-7-0 4-2-5 15-10-10 4-2-5 4-2-5 7-6-0 11-8-5 15-10-103-3-60-4-70-1-133-0-33-0-30-1-133-2-0Scale = 1:34.3 Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=161/15-10-10, 8=161/15-10-10, 10=345/15-10-10, 11=312/15-10-10, 13=345/15-10-10 Max Uplift 2=-49 (LC 6), 8=-49 (LC 6), 10=-64 (LC 6), 11=-32 (LC 6), 13=-64 (LC 6) Max Grav 2=246 (LC 20), 8=246 (LC 20), 10=471 (LC 20), 11=562 (LC 19), 13=471 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-92/172, 3-4=-112/68, 4-5=-59/55, 5-6=-59/55, 6-7=-112/68, 7-8=-92/172, 8-9=0/24 BOT CHORD 2-13=-45/69, 11-13=-45/69, 10-11=-45/69, 8-10=-45/69 WEBS 5-11=-488/84, 3-13=-355/104, 7-10=-355/104 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-11 to 3-3-11, Corner(3R) 3-3-11 to 7-11-7, Exterior(2N) 7-11-7 to 9-5-7, Corner(3R) 9-5-7 to 14-1-2, Corner(3E) 14-1-2 to 17-1-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 2, 32 lb uplift at joint 11, 64 lb uplift at joint 13, 64 lb uplift at joint 10 and 49 lb uplift at joint 8. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082273P6Piggyback11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:45 Page: 1 ID:yMGYIKNzQ2z8Qho3zoB?cYzGu6x-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 912 13 12 11 10 8 4 14 5 15 6 73 0-8-6 -0-8-6 0-8-6 16-7-0 2-3-1 15-10-10 2-3-1 2-3-1 11-4-8 13-7-9 15-10-101-11-140-4-70-1-131-8-111-8-110-1-131-10-8Scale = 1:34.5 Plate Offsets (X, Y):[3:0-2-0,Edge], [7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=202/15-10-10, 8=202/15-10-10, 10=298/15-10-10, 11=325/15-10-10, 13=298/15-10-10 Max Uplift 2=-70 (LC 6), 8=-70 (LC 6), 10=-30 (LC 6), 11=-51 (LC 6), 13=-30 (LC 6) Max Grav 2=326 (LC 20), 8=326 (LC 20), 10=462 (LC 19), 11=542 (LC 19), 13=462 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-287/68, 3-4=-181/80, 4-5=-179/79, 5-6=-179/79, 6-7=-181/80, 7-8=-287/68, 8-9=0/24 BOT CHORD 2-13=-4/179, 11-13=-4/179, 10-11=-4/179, 8-10=-4/179 WEBS 5-11=-467/99, 4-13=-372/79, 6-10=-372/79 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-11 to 3-0-3, Corner(3R) 3-0-3 to 6-0-3, Exterior(2N) 6-0-3 to 11-4-11, Corner(3R) 11-4-11 to 14-4-11, Corner(3E) 14-4-11 to 17-1-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 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)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 2, 51 lb uplift at joint 11, 30 lb uplift at joint 13, 30 lb uplift at joint 10 and 70 lb uplift at joint 8. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082274P7Piggyback11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:45 Page: 1 ID:FiBBmjSMnBs8mmqPtmpeO1zGu6q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =3x4 =2x4 =5x6 =3x4 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 =3x4 1 11 10 9 8 71217 6 13 16 2 5153144 6-0-2 12-0-5 6-0-3 6-0-3 6-0-3 18-0-8 18-0-86-0-35-8-11Scale = 1:42.4 Plate Offsets (X, Y):[3:0-1-8,Edge], [5:0-4-4,0-1-12], [11:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=167/18-0-8, 7=52/18-0-8, 8=288/18-0-8, 9=269/18-0-8, 10=300/18-0-8, 11=311/18-0-8 Max Uplift 7=-48 (LC 12), 8=-108 (LC 6), 9=-22 (LC 6), 11=-87 (LC 6) Max Grav 1=284 (LC 19), 7=105 (LC 6), 8=530 (LC 19), 9=323 (LC 18), 10=550 (LC 18), 11=539 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-241/83, 2-3=-226/47, 3-4=-65/50, 4-5=-66/49, 5-6=-275/82, 6-7=-145/93 BOT CHORD 1-10=-54/99, 9-10=-54/99, 8-9=-54/99, 7-8=-54/99 WEBS 5-9=-240/71, 4-10=-474/45, 2-11=-435/131, 6-8=-473/152 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Exterior(2R) 3-4-4 to 14-8-5, Exterior(2E) 14-8-5 to 17-8-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 7, 22 lb uplift at joint 9, 87 lb uplift at joint 11 and 108 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082275V01Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:46 Page: 1 ID:CSzKpLlZYSr1tZuqK8Qw50yaNPI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 =4x6 =2x4 =2x4 =3x4 1 12 11 10 9 8 71813 2 6 14 17 15 16 3 54 3-4-2 9-4-5 6-0-3 6-0-3 6-0-3 15-4-8 15-4-86-0-35-8-11Scale = 1:48.1 Plate Offsets (X, Y):[4:0-1-8,Edge], [5:0-4-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=-9/15-4-8, 7=50/15-4-8, 8=290/15-4-8, 9=260/15-4-8, 10=294/15-4-8, 12=289/15-4-8 Max Uplift 1=-164 (LC 27), 7=-59 (LC 27), 8=-120 (LC 6), 9=-38 (LC 6), 10=-70 (LC 6), 12=-117 (LC 6) Max Grav 1=150 (LC 6), 7=158 (LC 18), 8=533 (LC 19), 9=406 (LC 19), 10=480 (LC 19), 12=534 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-201/236, 2-3=-243/223, 3-4=-258/51, 4-5=-147/42, 5-6=-253/214, 6-7=-207/211 BOT CHORD 1-12=-68/145, 10-12=-68/145, 9-10=-68/145, 8-9=-68/145, 7-8=-68/145 WEBS 5-9=-323/87, 3-10=-398/119, 2-12=-482/167, 6-8=-474/164 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Exterior(2R) 3-4-4 to 12-0-5, Exterior(2E) 12-0-5 to 15-0-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 1, 59 lb uplift at joint 7, 38 lb uplift at joint 9, 70 lb uplift at joint 10, 117 lb uplift at joint 12 and 120 lb uplift at joint 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082276V02Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:46 Page: 1 ID:CSzKpLlZYSr1tZuqK8Qw50yaNPI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =3x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =3x4 1 8 7 6 5 42 3 6-4-4 12-8-8 6-4-4 6-4-4 12-8-86-4-46-0-12Scale = 1:43.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=74/12-8-8, 5=74/12-8-8, 6=291/12-8-8, 7=230/12-8-8, 8=291/12-8-8 Max Uplift 1=-3 (LC 8), 5=-3 (LC 8), 6=-121 (LC 4), 8=-121 (LC 4) Max Grav 1=74 (LC 1), 5=74 (LC 1), 6=395 (LC 7), 7=230 (LC 1), 8=395 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-82/67, 2-3=-176/82, 3-4=-176/82, 4-5=-82/67 BOT CHORD 1-8=-41/68, 7-8=-41/68, 6-7=-41/68, 5-6=-41/68 WEBS 3-7=-145/0, 2-8=-329/162, 4-6=-329/162 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Exterior(2R) 3-4-4 to 9-4-5, Exterior(2E) 9-4-5 to 12-4-5;cantilever left and right exposed ; end vertical left andright exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 3 lb uplift at joint 1, 3 lb uplift at joint 5, 121 lb uplift at joint 8 and 121 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082277V03Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:47 Page: 1 ID:CSzKpLlZYSr1tZuqK8Qw50yaNPI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =2x8 =4x6 =2x4 =2x8 1 4 3 2 5-0-4 10-0-8 5-0-4 5-0-4 10-0-85-0-44-8-12Scale = 1:37.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=207/10-0-8, 3=207/10-0-8, 4=333/10-0-8 Max Uplift 1=-29 (LC 4), 3=-29 (LC 4) Max Grav 1=237 (LC 7), 3=237 (LC 7), 4=364 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-174/56, 2-3=-174/56 BOT CHORD 1-4=-7/54, 3-4=-7/54 WEBS 2-4=-209/32 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Exterior(2R) 3-4-4 to 6-8-5, Exterior(2E) 6-8-5 to 9-8-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 29 lb uplift at joint 1 and 29 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082278V04Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:47 Page: 1 ID:CSzKpLlZYSr1tZuqK8Qw50yaNPI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 6 5 3 7 42 2-9-8 2-9-8 4-8-8 7-6-0 7-6-01-10-51-8-80-1-130-1-13Scale = 1:22.5 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=121/7-6-0, 5=114/7-6-0, 6=314/7-6-0 Max Horiz 1=32 (LC 6) Max Uplift 1=-44 (LC 6), 5=-49 (LC 6), 6=-124 (LC 6) Max Grav 1=192 (LC 16), 5=195 (LC 15), 6=434 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-118/15, 2-3=-57/46, 3-4=-51/42, 4-5=-167/65 BOT CHORD 1-6=0/36, 5-6=0/36 WEBS 3-6=-352/167 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-5-12 to 2-9-8, Corner(3R) 2-9-8 to 4-4-4, Corner(3E) 4-4-4 to 7-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 1, 49 lb uplift at joint 5 and 124 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082279V05Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:47 Page: 1 ID:KYJ8Vbm2J5sF4AnNBvvj97zGuGl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 6 5 3 42 2-8-8 5-6-0 2-9-8 2-9-8 5-6-01-10-51-8-80-1-130-1-13Scale = 1:22.5 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=122/5-6-0, 5=7/5-6-0, 6=261/5-6-0 Max Horiz 1=37 (LC 6) Max Uplift 1=-56 (LC 6), 5=-22 (LC 16), 6=-128 (LC 6) Max Grav 1=191 (LC 16), 5=40 (LC 15), 6=337 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-118/23, 2-3=-52/53, 3-4=-47/49, 4-5=-34/32 BOT CHORD 1-6=-4/30, 5-6=-4/30 WEBS 3-6=-269/167 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 22 lb uplift at joint 5 and 128 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082280V06Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:47 Page: 1 ID:9ihPmerpvxcOo5EWXA07POzGuGf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x4 =2x4 =2x4 1 4 32 0-8-8 3-6-0 2-9-8 2-9-8 3-6-01-10-51-8-80-1-130-1-13Scale = 1:25.6 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=115/3-6-0, 4=115/3-6-0 Max Horiz 1=19 (LC 6) Max Uplift 1=-25 (LC 6), 4=-34 (LC 6) Max Grav 1=183 (LC 16), 4=147 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-133/16, 2-3=-72/41, 3-4=-104/47 BOT CHORD 1-4=0/51 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 34 lb uplift at joint 4. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082281V07Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:48 Page: 1 ID:aHMXOgtiCs_zfZz5CIaq10zGuGc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 8 12 =2x4 1 3 2 1-6-0 1-6-01-0-01-0-0Scale = 1:17.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 3 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=41/1-6-0, 2=31/1-6-0, 3=10/1-6-0 Max Horiz 1=35 (LC 4) Max Uplift 1=-2 (LC 4), 2=-31 (LC 4) Max Grav 1=41 (LC 7), 2=39 (LC 7), 3=20 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-24/19 BOT CHORD 1-3=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 2 lb uplift at joint 1 and 31 lb uplift at joint 2. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082282V08Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:48 Page: 1 ID:OQjpfjySnil7NUQFZYhFGHzGuGW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 1 3 2 3-2-8 3-2-82-1-102-1-10Scale = 1:21.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=103/3-2-8, 3=103/3-2-8 Max Horiz 1=25 (LC 4) Max Uplift 1=-19 (LC 4), 3=-36 (LC 4) Max Grav 1=114 (LC 7), 3=108 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34/34, 2-3=-83/51 BOT CHORD 1-3=-25/27 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 36 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082283V09Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:48 Page: 1 ID:LprZ3P_jJJ?qcoaegzjjLizGuGU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =3x4 =2x4 1 3 2 2-0-12 4-1-8 2-0-12 2-0-12 4-1-81-4-81-1-0Scale = 1:19.8 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=126/4-1-8, 3=126/4-1-8 Max Uplift 1=-38 (LC 4), 3=-38 (LC 4) Max Grav 1=142 (LC 7), 3=142 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-117/55, 2-3=-117/55 BOT CHORD 1-3=-17/72 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 1 and 38 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082284V10Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:48 Page: 1 ID:lOXiiR0bcENPTFJDM6GQzLzGuGR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-10-0 6-10-04-6-11Scale = 1:30.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=112/6-10-0, 4=70/6-10-0, 5=314/6-10-0 Max Horiz 1=38 (LC 5) Max Uplift 5=-124 (LC 4) Max Grav 1=117 (LC 7), 4=70 (LC 1), 5=354 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/70, 2-3=-92/52, 3-4=-53/0 BOT CHORD 1-5=-57/62, 4-5=-57/62 WEBS 2-5=-275/172 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082285V11Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:48 Page: 1 ID:hneS762r8rd7jZTbTXJu2mzGuGP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-8-8 6-8-84-5-114-5-11Scale = 1:31.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=113/6-8-8, 4=64/6-8-8, 5=310/6-8-8 Max Horiz 1=96 (LC 4) Max Uplift 4=-1 (LC 4), 5=-244 (LC 4) Max Grav 1=115 (LC 7), 4=64 (LC 1), 5=373 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-143/76, 2-3=-88/54, 3-4=-48/11 BOT CHORD 1-5=-56/74, 4-5=-56/74 WEBS 2-5=-296/290 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 4 and 244 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082286V12Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:49 Page: 1 ID:eRIe6cGmfh0QVUQF409LKmzGuG6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 1 3 2 4-8-8 4-8-83-1-113-1-11Scale = 1:25.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=163/4-8-8, 3=163/4-8-8 Max Horiz 1=31 (LC 4) Max Uplift 1=-27 (LC 4), 3=-48 (LC 4) Max Grav 1=180 (LC 7), 3=168 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/54, 2-3=-128/72 BOT CHORD 1-3=-39/42 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1 and 48 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082287V13Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:49 Page: 1 ID:6ds0JyHOQ_8H6e_RejgaszzGuG5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 1 3 2 2-8-8 2-8-81-9-111-9-11Scale = 1:20.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=83/2-8-8, 3=83/2-8-8 Max Horiz 1=22 (LC 4) Max Uplift 1=-16 (LC 4), 3=-31 (LC 4) Max Grav 1=92 (LC 7), 3=88 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/28, 2-3=-67/43 BOT CHORD 1-3=-20/21 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 31 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082288V14Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:49 Page: 1 ID:2?zmkeJfycO?Mx8qm8i2yOzGuG3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 6 2 7 3 8-5-0 8-5-05-7-5Scale = 1:34.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=97/8-5-0, 4=134/8-5-0, 5=392/8-5-0 Max Horiz 1=95 (LC 4) Max Uplift 4=-33 (LC 4), 5=-251 (LC 4) Max Grav 1=97 (LC 1), 4=134 (LC 1), 5=462 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-175/90, 2-3=-112/44, 3-4=-101/53 BOT CHORD 1-5=-70/91, 4-5=-70/91 WEBS 2-5=-364/309 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-5-12 to 3-5-12, Exterior(2N) 3-5-12 to 5-3-4, Corner(3E) 5-3-4 to 8-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 4 and 251 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082289V15Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:49 Page: 1 ID:t9L1?hNPYS994sc_6PpSBfzGuFz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-5-0 6-5-04-3-54-3-5Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=114/6-5-0, 4=49/6-5-0, 5=300/6-5-0 Max Horiz 1=94 (LC 4) Max Uplift 5=-241 (LC 4) Max Grav 1=117 (LC 7), 4=49 (LC 1), 5=363 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-135/74, 2-3=-85/58, 3-4=-37/1 BOT CHORD 1-5=-54/71, 4-5=-54/71 WEBS 2-5=-288/286 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082290V16Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:50 Page: 1 ID:?x9NIykEUgxugTultiLUP_zGuFV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 1 3 2 4-5-0 4-5-02-11-52-11-5Scale = 1:24.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=152/4-5-0, 3=152/4-5-0 Max Horiz 1=30 (LC 4) Max Uplift 1=-26 (LC 4), 3=-46 (LC 4) Max Grav 1=167 (LC 7), 3=157 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-51/50, 2-3=-119/69 BOT CHORD 1-3=-36/39 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 1 and 46 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082291V17Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:50 Page: 1 ID:AWGhT4Toub19QxeK0NR5z8zGuFs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 1 3 2 2-5-0 2-5-01-7-51-7-5Scale = 1:19.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=72/2-5-0, 3=72/2-5-0 Max Horiz 1=20 (LC 4) Max Uplift 1=-14 (LC 4), 3=-28 (LC 4) Max Grav 1=80 (LC 7), 3=76 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-24/24, 2-3=-58/38 BOT CHORD 1-3=-17/18 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 28 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082292V18Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:50 Page: 1 ID:a4xp56VhBWPkHPNviV_obmzGuFp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 1 3 2 5-5-15 5-5-153-7-153-7-15Scale = 1:27.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=195/5-5-15, 3=195/5-5-15 Max Horiz 1=34 (LC 4) Max Uplift 1=-31 (LC 4), 3=-53 (LC 4) Max Grav 1=213 (LC 7), 3=200 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/65, 2-3=-151/82 BOT CHORD 1-3=-46/50 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1 and 53 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082293V19Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:51 Page: 1 ID:_fdyj8XZURoJ8s5TNeYVDPzGuFm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 =2x4 =2x4 1 3 2 3-5-15 3-5-152-3-152-3-15Scale = 1:22.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=115/3-5-15, 3=115/3-5-15 Max Horiz 1=26 (LC 4) Max Uplift 1=-21 (LC 4), 3=-38 (LC 4) Max Grav 1=127 (LC 7), 3=120 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-38/38, 2-3=-91/56 BOT CHORD 1-3=-27/30 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 38 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082294V20Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:51 Page: 1 ID:x2li8pZq0321NAFsU3azIqzGuFk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 812 =2x4 1 3 2 1-5-15 1-5-150-11-150-11-15Scale = 1:17.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 3 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=40/1-5-15, 2=30/1-5-15, 3=10/1-5-15 Max Horiz 1=34 (LC 4) Max Uplift 1=-2 (LC 4), 2=-31 (LC 4) Max Grav 1=41 (LC 7), 2=39 (LC 7), 3=20 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-23/19 BOT CHORD 1-3=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 2 considers parallel to grain valueusing ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1 and 31 lb uplift at joint 2. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082295V21Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:51 Page: 1 ID:H0YbBXdyqbgJTx7qHcA8?tzGuFf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 3-8-4 7-4-8 3-8-4 3-8-4 7-4-83-8-43-4-12Scale = 1:29.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=159/7-4-8, 3=159/7-4-8, 4=215/7-4-8 Max Uplift 1=-34 (LC 4), 3=-34 (LC 4) Max Grav 1=189 (LC 7), 3=189 (LC 7), 4=226 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-113/38, 2-3=-113/38 BOT CHORD 1-4=-11/34, 3-4=-11/34 WEBS 2-4=-143/22 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-4-4 to 3-4-4, Exterior(2R) 3-4-4 to 4-0-5, Exterior(2E) 4-0-5 to 7-0-5; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 34 lb uplift at joint 1 and 34 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082296V22Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:52 Page: 1 ID:CSzKpLlZYSr1tZuqK8Qw50yaNPI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =2x4 =2x4 =4x6 =2x4 1 4 3 2 2-4-4 4-8-8 2-4-4 2-4-4 4-8-82-4-42-0-12Scale = 1:24.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=96/4-8-8, 3=96/4-8-8, 4=129/4-8-8 Max Uplift 1=-22 (LC 4), 3=-22 (LC 4) Max Grav 1=115 (LC 7), 3=115 (LC 7), 4=137 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/24, 2-3=-68/24 BOT CHORD 1-4=-7/21, 3-4=-7/21 WEBS 2-4=-87/14 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 22 lb uplift at joint 1 and 22 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082297V23Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:52 Page: 1 ID:CSzKpLlZYSr1tZuqK8Qw50yaNPI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 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. 1212 =2x4 =3x4 =2x4 1 3 2 1-0-4 2-0-8 1-0-4 1-0-4 2-0-81-0-40-8-12Scale = 1:26.1 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=54/2-0-8, 3=54/2-0-8 Max Uplift 1=-5 (LC 4), 3=-5 (LC 4) Max Grav 1=61 (LC 7), 3=61 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-43/11, 2-3=-43/11 BOT CHORD 1-3=0/20 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 5 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF63 S I48082298V24Valley11WF63 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.52 S Aug 27 2021 Print: 8.520 S Aug 27 2021 MiTek Industries, Inc. Fri Sep 24 15:51:52 Page: 1 ID:CSzKpLlZYSr1tZuqK8Qw50yaNPI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f September 27,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths 12' CLG9' CLG9' CLG9' CLG9' CLG9' CLG9' CLG9' CLG12' CLG12' CLG12' CLG12' CLG11' CLGGable over brickGable over brickExtend BC 7" in designAdd filler for 9' clgTrim OH as req'dBearing req'd for 6000 lb pointload under D25 girder trussUse THDH210-3or HGUS210-3L01L02L03L04L05L06L07L08B01B02B02B03B03B03B03D01D02D03D04D05D06D07D08D09D10J12J13J13J13J13J13J13J13J13D10D10D10D11D12D13D14D15G01D16D16D16D16D17D18AD18AD18D19C01C02C03C04D20D21D22D23D24D25J08J09J09J09J09J09J09J09J09J09J09J09J09J09J09HUS26C08C07C05J06J05J05J05J05J04C06J05E01E02HUS26J10HUS26J10E03E03L09A04A03A02A01J01J01J03J03J03J02J02J03J03J03J02J02J03A04A04A05A05A06A07A07J07J15J14D17J1 1 J 16J17J16 J11H01H02H03C J 0 1 CJ01J18J18J18J19J20J18J18J18J19J20J18V19V20V21V05V06V07V08V09V10V11V12V13V14V18V17V16V15V01V02V03V04V22V23V24P1P2P2P2P3P4P4P4P4P5P6P7P4P4NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNo Soln.THD28-2NAILEDNAILEDHJC26HJC26NAILEDNAILEDTHD28-2UndesignedNAILEDHUS26NAILEDNAILEDNAILEDNAILEDNAILEDNo Soln.NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED19-11-0022-00-006-06-0010-10-0016-06-001-08-001-10-0079-03-001-10-0023-06-0417-04-0030-09-045-09-0816-04-009-09-0022-03-002-00-007-08-0020-00-0021-00-0017-00-004-07-0015-08-0825-00-0013-00-006-00-006-11-0038-00-0011-041-06-00SHOPDRAWINGAPPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINSTCHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to be incorporatedinto the building design at the specification of the building designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for theoverall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of thebuilding designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the TrussPlate Institute,583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222Floor Area: 0Roof Area: 5383.45Hip Lines: 335.19Horizontal OH: 304.05Rake OH: 115.76Valley Lines: 207.98Ridge Lines: 95.6 ftSales Rep:WF63 SSubdivision:Order #:Job Name:9/24/2021Designer:Tony LintonDate:Model:Client:WATERFRONT OF WEST CLAYLot #:63Matt BowmanHAWK ASHOOPMAN HOMESWF63 S