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HomeMy WebLinkAboutGN010.0 - TRUSSES16023 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. May 7,2021 Johnson, Andrew Pages or sheets covered by this seal: I46011386 thru I46011520 My license renewal date for the state of Indiana is July 31, 2022. WF65 TQ WF65 TQ 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 Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =3x4 =5x6 =3x4 =3x8 =2x4 =5x6 =3x4 =4x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 13 28 29 12 30 1131 32 10 9 36 37 8 33 34 35 1 72714 2 6 15 26 16 25 4 2120 2219 2318 2417 53 1-4-4 -1-4-4 1-4-4 23 -4-4 6-8-0 11-0-0 6-8-0 17-8-0 4-4-0 22 -0-0 4-4-0 4-4-0 4-2-4 22-0-0 4-2-4 4-2-4 6-9-12 11-0-0 6-9-12 17 -9-126-3-01-11-00-1-156-1-16-1-10-1-156-3-0Scale = 1:57.8 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [5:0-3-9,0-2-8] 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 0.68 Vert(LL)-0.04 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.08 10-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.26 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 221 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 13=0-3-8 Max Grav 8=2100 (LC 27), 13=2100 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=0/30, 2-14=0/129, 2-15=-1913/0, 15-16=-1760/0, 3-16=-1640/0, 3-17=-2111/0, 17-18=-2112/0, 18-19=-2114/0, 19-20=-2115/0, 4-20=-2116/0, 4-21=-2116/0, 21-22=-2115/0, 22-23=-2114/0, 23-24=-2112/0, 5-24=-2111/0, 5-25=-1640/0, 25-26=-1760/0, 6-26=-1913/0, 6-27=0/129, 7-27=0/30, 2-13=-1986/0, 6-8=-1986/0 BOT CHORD 13-28=-25/87, 28-29=-25/87, 12-29=-25/87, 12-30=0/1218, 11-30=0/1218, 11-31=0/1218, 31-32=0/1218, 10-32=0/1218, 10-33=0/1218, 33-34=0/1218, 34-35=0/1218, 9-35=0/1218, 9-36=-25/87, 36-37=-25/87, 8-37=-25/87 WEBS 3-12=-209/114, 3-10=0/1112, 4-10=-1136/111, 5-10=0/1112, 5-9=-209/114, 2-12=0/1233, 6-9=0/1233 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: 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 (2); 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)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 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=-78 (F), 5=-78 (F), 12=-39 (F), 9=-39 (F), 15=-144 (F), 16=-92 (F), 17=-78 (F), 18=-78 (F), 20=-78 (F), 21=-78 (F), 23=-78 (F), 24=-78 (F), 25=-92 (F), 26=-144 (F), 28=-60 (F), 29=-111 (F), 30=-39 (F), 31=-39 (F), 32=-39 (F), 33=-39 (F), 34=-39 (F), 35=-39 (F), 36=-111 (F), 37=-60 (F) Job Truss Truss Type Qty Ply WF65 TQ I46011386A01Hip Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:20 Page: 1 ID:p_nESLZbsVdAobmkOqCwVhzOAcH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =6x8 =3x8 =5x6 =3x4 =3x4 =5x6 =3x8 =6x8 =2x4 12 11 10 9 8 1 7 2 6 1613 41415 53 1-4-4 -1-4-4 1-4-4 23-4-4 5-0-0 11-0-0 5-0-0 16 -0-0 6-0-0 22-0-0 6-0-0 6-0-0 5-10-4 22 -0-0 5-10-4 5-10-4 10-3-8 16-1-127-11-01-11-00-1-157-9-17-9-10-1-157-11-0Scale = 1:53.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-8,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 0.88 Vert(LL)-0.23 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.46 9-11 >565 180 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 114 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 3-7-15 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. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-37 (LC 6), 12=-37 (LC 6) Max Grav 8=1272 (LC 20), 12=1272 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-13=-1073/26, 3-13=-1062/75, 3-14=-762/105, 4-14=-762/105, 4-15=-762/105, 5-15=-762/105, 5-16=-1062/75, 6-16=-1073/26, 6-7=0/129, 2-12=-1236/55, 6-8=-1236/55 BOT CHORD 11-12=-22/169, 10-11=0/936, 9-10=0/936, 8-9=-22/169 WEBS 3-11=0/347, 5-9=0/347, 2-11=0/688, 6-9=0/688, 4-11=-438/37, 4-9=-438/37 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 (2); 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 37 lb uplift at joint 12 and 37 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 WF65 TQ I46011387A02Hip11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:22 Page: 1 ID:AUe_eg13gUXezbFEAXP3bwzOAbg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x6 =4x6 =3x4 =5x6 =3x4 =5x6 =3x8 =4x6 =3x6 =2x8 13 12 11 10 9 1 8 2 7 1714 63 541516 1-4-4 -1-4-4 1-4-4 23-4-4 3-10 -0 7-8-0 3-10-3 18-2-3 3-9-13 22 -0-0 3-10 -0 3-10 -0 6-8-0 14-4-0 6-11-8 14-5-12 7-6-4 22-0-0 7-6-4 7-6-49-7-01-11-00-1-159-5-19-5-10-1-159-7-0Scale = 1:61.3 Plate Offsets (X, Y):[4:0-3-9,0-2-8], [5:0-3-9,0-2-8] 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 0.99 Vert(LL)-0.08 12-13 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.15 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.91 Horz(CT)0.02 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-2,9-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Grav 9=1421 (LC 20), 13=1421 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-14=-225/62, 3-14=-116/97, 3-4=-1001/15, 4-15=-591/28, 15-16=-591/28, 5-16=-591/28, 5-6=-1001/14, 6-17=-116/97, 7-17=-225/62, 7-8=0/129, 2-13=-444/57, 7-9=-444/57 BOT CHORD 12-13=0/656, 11-12=0/581, 10-11=0/581, 9-10=0/656 WEBS 4-12=0/255, 4-10=-100/101, 5-10=0/255, 3-13=-1098/0, 3-12=-125/127, 6-10=-125/127, 6-9=-1098/0 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 (2); 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)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 WF65 TQ I46011388A03Hip11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:23 Page: 1 ID:LtKZWFMd443fKuOcpPvdjpzOAbE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =4x6 =3x6 =3x4 =5x6 =3x6 =5x6 =3x8 =3x6 =4x6 =3x8 =2x8 15 14 13 12 11 1 10 2 9 1916 83 741817 65 1-4-4 -1-4-4 1-4-4 23 -4-4 3-4-0 12-8-0 4-8-3 17-4-3 4-8-3 9-4-0 4-7-13 22-0-0 4-7-13 4-7-13 3-7-8 12 -9-12 9-2-4 22-0-0 9-2-4 9-2-411-3-01-11-00-1-1511-1-111-1-10-1-1511-3-0Scale = 1:72.8 Plate Offsets (X, Y):[5:0-3-9,0-2-8], [6:0-3-9,0-2-8] 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 0.46 Vert(LL)-0.19 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(CT)-0.38 14-15 >678 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.03 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 137 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 4-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-15, 8-11 REACTIONS (size)11=0-3-8, 15=0-3-8 Max Grav 11=1478 (LC 20), 15=1478 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-16=-328/76, 3-16=-122/81, 3-4=-1128/14, 4-17=-894/17, 5-17=-891/34, 5-6=-635/45, 6-18=-891/34, 7-18=-895/17, 7-8=-1128/14, 8-19=-122/81, 9-19=-327/76, 9-10=0/106, 2-15=-448/57, 9-11=-447/57 BOT CHORD 14-15=0/786, 13-14=0/635, 12-13=0/635, 11-12=0/786 WEBS 5-14=0/323, 5-12=-129/132, 6-12=0/323, 3-15=-1162/0, 3-14=-245/93, 8-12=-244/93, 8-11=-1163/0 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 (2); 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)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 WF65 TQ I46011389A04Hip11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:24 Page: 1 ID:flJ36GsLQgDrlC0VjW8FtTzOAab-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =6x8 =2x4 =3x8 =3x6 =3x4 =4x6 =3x6 =2x4 =3x8 =6x8 =2x4 14 13 12 11 10 1 9 2 8 3 746 5 1-4-4 -1-4-4 1-4-4 23-4-4 4-4-4 11-0-0 4-4-4 15 -4-4 6-7-12 6-7-12 6-7-12 22-0-0 6-7-12 6-7-12 6-7-12 22-0-0 8-8-8 15 -4-41-11-012-11-0Scale = 1:81.6 Plate Offsets (X, Y):[2:0-3-8,Edge], [8:0-3-8,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 0.57 Vert(LL)-0.10 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.22 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.01 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-5,13-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-11, 3-13 REACTIONS (size)10=0-3-8, 14=0-3-8 Max Grav 10=958 (LC 1), 14=958 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-879/0, 3-4=-965/72, 4-5=-953/109, 5-6=-953/109, 6-7=-965/72, 7-8=-879/0, 8-9=0/106, 2-14=-905/0, 8-10=-905/0 BOT CHORD 13-14=-2/114, 12-13=0/366, 11-12=0/366, 10-11=-2/114 WEBS 5-11=-64/542, 7-11=-446/124, 5-13=-64/542, 3-13=-446/124, 2-13=0/431, 8-11=0/431 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 (2); 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)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 WF65 TQ I46011390A05Common31WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:24 Page: 1 ID:EjhndtEn6C7SzyuS1XCWe?zOAa6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =6x8 =3x6 =3x4 =3x6 =3x4 =4x6 =3x8 =3x6 =4x12 =3x4 =4x9 =6x6 =3x4 14 13 12 11 10 9 1 2 15 16 7 8 3 19 641718 5 1-4-4 -1-4-4 1-10 -0 22-0-0 4-7-0 20 -2-0 4-4-4 11-0-0 4-7-0 15 -7-0 6-7-12 6-7-12 1-4-12 21-8-8 0-3-8 22-0-0 4-4-4 11-0-0 6-7-12 6-7-12 9-3-12 20-3-1212-11-01-11-01-9-02-0-03-9-03-9-09-2-012-11-0Scale = 1:87.2 Plate Offsets (X, Y):[2:0-3-8,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 0.99 Vert(LL)-0.15 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(CT)-0.32 10-11 >812 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.03 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 137 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-5:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 4-11, 6-11, 6-10 REACTIONS (size)14=0-3-8, 16=0-3-8 Max Horiz 14=77 (LC 6) Max Uplift 14=-31 (LC 6), 16=-25 (LC 6) Max Grav 14=1003 (LC 15), 16=1143 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-919/58, 3-4=-804/86, 4-17=-837/153, 5-17=-825/186, 5-18=-782/177, 6-18=-962/142, 6-19=-747/106, 7-19=-1027/83, 7-8=-114/15, 9-16=-31/1193, 8-16=-31/1193, 2-14=-935/68 BOT CHORD 13-14=-89/152, 12-13=0/536, 11-12=0/536, 10-11=0/677, 9-10=0/602 WEBS 4-13=-26/112, 4-11=-372/157, 5-11=-186/805, 7-10=0/376, 7-9=-1332/0, 2-13=0/461, 6-11=-482/155, 6-10=-172/50, 8-16=-1162/26 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 (2); 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)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. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 14 and 25 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. 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 WF65 TQ I46011391A06Roof Special 4 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:25 Page: 1 ID:ESkcUykzg3zg4WLABn29yMyZ7cn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front 1 Ply =4x6 24 23 22 21 20 19 18 17 16 15 14 131 122 113 104 95 86 7 1-4-4 15-4-4 1-4-4 -1-4-4 7-0-0 7-0-0 7-0-0 14-0-0 14-0-01-11-08-11-0Scale = 1:52.6 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 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 102 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 7-19 REACTIONS (size)14=14-0-0, 15=14-0-0, 16=14-0-0, 17=14-0-0, 18=14-0-0, 19=14-0-0, 20=14-0-0, 21=14-0-0, 22=14-0-0, 23=14-0-0, 24=14-0-0 Max Uplift 14=-31 (LC 10), 15=-19 (LC 10), 16=-8 (LC 10), 17=-22 (LC 10), 19=-117 (LC 5), 21=-22 (LC 10), 22=-8 (LC 10), 23=-19 (LC 10), 24=-31 (LC 10) Max Grav 14=206 (LC 6), 15=139 (LC 8), 16=126 (LC 8), 17=137 (LC 8), 18=116 (LC 8), 19=221 (LC 10), 20=116 (LC 8), 21=137 (LC 8), 22=126 (LC 8), 23=139 (LC 8), 24=206 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-197/49, 1-2=0/106, 2-3=-39/59, 3-4=-67/88, 4-5=-98/118, 5-6=-139/155, 6-7=-156/168, 7-8=-156/168, 8-9=-139/155, 9-10=-98/118, 10-11=-67/88, 11-12=-39/59, 12-13=0/106, 12-14=-197/49 BOT CHORD 23-24=-25/30, 22-23=-25/30, 21-22=-25/30, 20-21=-25/30, 19-20=-25/30, 18-19=-25/30, 17-18=-25/30, 16-17=-25/30, 15-16=-25/30, 14-15=-25/30 WEBS 7-19=-205/144, 6-20=-90/0, 5-21=-109/37, 4-22=-103/27, 3-23=-100/41, 8-18=-90/0, 9-17=-109/37, 10-16=-103/27, 11-15=-100/41 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 (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)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)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 31 lb uplift at joint 24, 31 lb uplift at joint 14, 117 lb uplift at joint 19, 22 lb uplift at joint 21, 8 lb uplift at joint 22, 19 lb uplift at joint 23, 22 lb uplift at joint 17, 8 lb uplift at joint 16 and 19 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011392B01Common Supported Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:26 Page: 1 ID:ctKDfKkE8aCqmjOowHorYNyZ7us-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =6x8 =4x6 =3x8 =6x8 =2x4 7 6 5 1 42 3 1-4-4 -1-4-4 7-0-0 14-0-0 7-0-0 7-0-0 7-0-0 7-0-0 7-0-0 14-0-01-11-08-11-0Scale = 1:56 Plate Offsets (X, Y):[2:0-3-8,Edge], [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 0.71 Vert(LL)-0.05 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.09 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 70 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 5-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 7=0-3-8 Max Horiz 7=24 (LC 12) Max Grav 5=569 (LC 11), 7=643 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-514/21, 3-4=-504/18, 2-7=-582/0, 4-5=-508/0 BOT CHORD 6-7=-31/136, 5-6=-3/108 WEBS 3-6=0/252, 2-6=-18/132, 4-6=0/147 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 (2); 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)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 WF65 TQ I46011393B02Common51WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:26 Page: 1 ID:8Dqhac8wNjM9DnP8LjtaOKyZ7uL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =8x8 =3x4 =6x6 =3x6 =4x6 7 6 5 1 2 8 493 1-4-4 -1-4-4 7-6-11 14-0-0 6-5-5 6-5-5 6-3-9 6-3-9 7-8-7 14 -0-08-4-51-11-08-2-60-1-158-2-68-2-60-1-158-4-5Scale = 1:52.7 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-4-1,Edge], [4: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 0.88 Vert(LL)-0.09 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.18 5-6 >918 180 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.01 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-2:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS (size)5=0-3-8, 7=0-3-8 Max Horiz 7=40 (LC 6) Max Uplift 5=-25 (LC 6), 7=-45 (LC 6) Max Grav 5=838 (LC 16), 7=984 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-8=-719/40, 3-8=-506/88, 3-9=-112/111, 4-9=-112/110, 4-5=-445/60, 2-7=-932/75 BOT CHORD 6-7=-67/194, 5-6=0/329 WEBS 3-6=0/279, 3-5=-467/18, 2-6=0/317 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 (2); 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)The Fabrication Tolerance at joint 2 = 0% 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 25 lb uplift at joint 5 and 45 lb uplift at joint 7. 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 WF65 TQ I46011394B03Half Hip 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:27 Page: 1 ID:zejOPTQMynFuUJgZC2ozqAyZ7u_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x6 =3x8 =5x6 =3x4 =3x6 =2x4 8 7 6 1 9 2 4 10 53 1-4-4 -1-4-4 4-7-5 14-0-0 4-7-5 9-4-10 4-9-5 4-9-5 4-7-9 4-7-9 9-4-7 14-0-06-8-51-11-06-6-60-1-156-6-66-6-60-1-156-8-5Scale = 1:45.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-9,0-2-8] 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 0.52 Vert(LL)-0.20 6-7 >806 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.41 6-7 >402 180 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 74 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-3-8, 8=0-3-8 Max Horiz 8=-105 (LC 6) Max Grav 6=898 (LC 16), 8=894 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=0/68, 2-9=0/129, 2-3=-637/0, 3-4=-417/18, 4-10=-91/82, 5-10=-91/82, 5-6=-219/14, 2-8=-879/0 BOT CHORD 7-8=-52/124, 6-7=0/442 WEBS 3-7=-33/164, 2-7=0/420, 4-7=-76/151, 4-6=-733/0 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 (2); 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)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 WF65 TQ I46011395B04Half Hip 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:27 Page: 1 ID:8Dqhac8wNjM9DnP8LjtaOKyZ7uL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =3x8 =5x6 =3x4 =3x8 =3x4 8 7 6 1 2 4 53 1-4-4 -1-4-4 5-3-9 8-4-14 5-7-1 14-0-0 3-1-5 3-1-5 2-11-9 2-11-9 11-0-7 14-0-05-0-51-11-04-10-60-1-154-10-64-10-60-1-155-0-5Scale = 1:38 Plate Offsets (X, Y):[3:0-3-9,0-2-8] 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 0.71 Vert(LL)-0.36 6-7 >456 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(CT)-0.72 6-7 >228 180 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.01 6 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 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 (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-3-8, 8=0-3-8 Max Horiz 8=-66 (LC 6) Max Grav 6=939 (LC 16), 8=786 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-676/0, 3-4=-470/0, 4-5=-82/52, 5-6=-276/11, 2-8=-841/0 BOT CHORD 7-8=-74/75, 6-7=0/711 WEBS 3-7=0/219, 4-7=-320/69, 4-6=-879/0, 2-7=0/584 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 (2); 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)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 WF65 TQ I46011396B05Half Hip 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:28 Page: 1 ID:91PzH2lwMOnwrdpyrwIXy4yZ7tY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =5x6 =2x4 =4x9 =3x8 =3x4 Special NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED 8 13 14 15 7 16 17 6 1 2 4 11 12 51093 1-4-4 -1-4-4 1-5-5 1-5-5 6-1-9 7-6-14 6-5-1 14-0-0 6-5-1 14-0-0 7-6-14 7-6-143-4-51-11-03-2-60-1-153-2-63-2-60-1-153-4-5Scale = 1:40.5 Plate Offsets (X, Y):[3:0-3-9,0-2-8] 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 0.80 Vert(LL)-0.05 7-8 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.08 7-8 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF-S 1650F 1.6E 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 (5-3-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 8=0-3-8 Max Horiz 8=40 (LC 38) Max Uplift 6=-89 (LC 6), 8=-147 (LC 6) Max Grav 6=980 (LC 20), 8=928 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-78/108, 3-9=-1403/185, 9-10=-1403/185, 4-10=-1406/184, 4-11=-1403/184, 11-12=-1403/184, 5-12=-1403/184, 5-6=-906/107, 2-8=-302/109 BOT CHORD 8-13=-23/383, 13-14=-23/383, 14-15=-23/383, 7-15=-23/383, 7-16=-16/69, 16-17=-16/69, 6-17=-16/69 WEBS 4-7=-879/120, 5-7=-152/1434, 3-8=-908/37, 3-7=-92/1069 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 (2) -1-4-4 to 13-10-4; 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 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 89 lb uplift at joint 6 and 147 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)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 105 lb up at 1-5-5 on top chord, and 37 lb down and 37 lb up at 1-5-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 3=27 (B), 7=3 (B), 13=11 (B), 14=3 (B), 15=3 (B), 16=3 (B), 17=3 (B) Job Truss Truss Type Qty Ply WF65 TQ I46011397B06Half Hip Girder 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:29 Page: 1 ID:IL8Hd4wN8gsYNq_2aQpg2WyZ7cY-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 10 12 Sheet Front1 Ply =3x8 =5x9 =4x6 =5x9 =3x8 812 1 7 62 11 10 9 53 4 1-4-4 13-11-4 1-4-4 -1-4-4 1-10 -13 6-3-8 1-10-13 8-2-5 4-4-12 12 -7-0 4-4-12 4-4-12 0-3-8 0-3-8 0-3-8 12-7-0 4-1-1 8-4-1 3-11-8 12-3-8 3-11-8 4-3-01-11-08-2-83-3-9Scale = 1:54.3 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [4:0-2-0,Edge], [6:0-3-7,0-1-8], [9:0-5-4,0-2-8], [11:0-5-4,0-2-8] 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 0.24 Vert(LL)-0.01 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.03 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 86 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 (size)8=12-7-0, 9=12-7-0, 10=12-7-0, 11=12-7-0, 12=12-7-0 Max Uplift 8=-28 (LC 10), 12=-28 (LC 10) Max Grav 8=251 (LC 1), 9=331 (LC 8), 10=41 (LC 3), 11=331 (LC 8), 12=251 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-85/96, 3-4=-117/78, 4-5=-117/78, 5-6=-85/96, 6-7=0/106, 2-12=-226/40, 6-8=-226/40 BOT CHORD 11-12=-49/82, 10-11=-98/116, 9-10=-98/116, 8-9=-49/82 WEBS 4-9=-56/58, 5-9=-299/74, 4-11=-56/58, 3-11=-299/74, 2-11=-107/84, 6-9=-107/84 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 (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)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)All plates are 2x4 MT20 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 12 and 28 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011398C01Roof Special Structural Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:30 Page: 1 ID:JvZQw98BJqdsat6GQbfQsCzOA6X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 10 12 =2x4 =3x8 =5x9 =2x4 =4x6 =2x4 =5x9 =3x6 =2x4 10 69 51 8 7 42 3 1-10 -13 6-3-8 1-10-13 8-2-5 4-4-12 4-4-12 4-4-12 12 -7-0 0-3-8 0-3-8 0-3-8 12-7-0 4-1-1 8-4-1 3-11-8 12-3-8 3-11-8 4-3-09-2-81-11-02-11-08-2-81-0-01-0-00-4-91-4-92-11-04-3-9Scale = 1:53.4 Plate Offsets (X, Y):[1:0-3-7,Edge], [7:0-5-4,0-2-8], [8:0-5-4,0-2-8] 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 0.22 Vert(LL)-0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.05 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.08 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 70 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 (size)9=0-3-8, 10= Mechanical Max Horiz 9=-30 (LC 4) Max Grav 9=518 (LC 7), 10=519 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-853/0, 2-3=-838/0, 3-4=-836/0, 4-5=-853/0, 1-9=-479/0, 6-10=-519/0, 5-6=-477/0 BOT CHORD 8-9=-46/96, 7-8=0/328, 6-7=-54/108 WEBS 3-7=0/571, 4-7=-294/89, 3-8=0/575, 2-8=-293/88, 1-8=0/537, 5-7=0/535 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 (2); 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)Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 WF65 TQ I46011399C02Roof Special 5 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:32 Page: 1 ID:2O824h9GUxWvRwjoSDkVL6zOAAO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 10 12=3x6 =2x4 =5x9 =2x4 =4x6 =2x4 =5x9 =3x6 =2x410 11 69 51 8 7 42 3 1-10-13 6-3-8 1-10 -13 8-2-5 4-4-12 4-4-12 4-4-12 12-7-0 0-3-8 12 -7-0 0-3-8 0-3-8 4-1-1 8-4-1 3-11-8 12-3-8 3-11-8 4-3-02-11-09-2-81-0-01-0-00-4-91-4-92-11-04-3-9Scale = 1:53.4 Plate Offsets (X, Y):[7:0-5-4,0-2-8], [8:0-5-4,0-2-8] 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 0.22 Vert(LL)-0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.05 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.09 11 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)10=0-3-8, 11= Mechanical Max Grav 10=518 (LC 10), 11=518 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-853/0, 2-3=-834/0, 3-4=-834/0, 4-5=-853/0, 9-10=-518/0, 1-9=-477/0, 6-11=-518/0, 5-6=-477/0 BOT CHORD 8-9=-54/108, 7-8=0/328, 6-7=-54/108 WEBS 3-7=0/571, 4-7=-294/89, 3-8=0/571, 2-8=-294/89, 1-8=0/535, 5-7=0/535 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 (2); 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)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 WF65 TQ I46011400C03Roof Special 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:33 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x9 =3x6 =4x6 =4x6 =6x6 =3x8 =4x6 HUS26 HUS26HUS26 HUS26 HUS26 HUS26 HUS26 9 8 10 11 12 76 13 14 15 5 12 4 3 0-5-12 0-9-12 0-4-0 0-4-0 6-1-12 6-11-8 6-3-8 13-3-0 0-4-6 6-11-8 0-0-4 0-8-0 0-7-12 0-7-12 5-11-2 6-7-2 6-3-8 13-3-09-2-80-5-82-11-02-7-02-7-06-7-89-2-8Scale = 1:69.1 Plate Offsets (X, Y):[4:0-3-7,Edge], [5:Edge,0-3-8], [6:0-3-0,0-4-8], [8:0-3-8,0-2-0] 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 0.80 Vert(LL)-0.07 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.15 7-8 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.43 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 153 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5= Mechanical, 8=0-3-8 Max Horiz 8=-8 (LC 10) Max Grav 5=2840 (LC 1), 8=3843 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-434/7, 2-3=-1769/0, 3-4=-1760/0, 1-8=-493/110, 4-5=-1775/0 BOT CHORD 8-9=0/0, 8-10=0/434, 10-11=0/434, 11-12=0/434, 7-12=0/434, 6-7=0/1153, 6-13=0/132, 13-14=0/132, 14-15=0/132, 5-15=0/132 WEBS 3-6=0/1951, 4-6=0/1110, 2-8=-1607/0, 2-7=0/785 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 0-6-0 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 (2); 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 12-6-12 to connect truss(es) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 5-9=-20 Concentrated Loads (lb) Vert: 8=-1192 (B), 10=-1189 (B), 11=-526 (B), 12=-526 (B), 13=-526 (B), 14=-809 (B), 15=-838 (B) Job Truss Truss Type Qty Ply WF65 TQ I46011401C04Common Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:34 Page: 1 ID:2SCtLbumnslgsSyczA1qvlzO9qn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 612 Sheet Front1 Ply =3x8 =5x9 =4x6 =5x9 =3x8 814 71 62 13 12 11 10 9 53 4 1-4-4 16 -11-4 1-4-4 -1-4-4 3-4-4 7-9-8 3-4-4 11-1-12 4-5-4 15 -7-0 4-5-4 4-5-4 0-3-8 15 -7-0 0-3-8 0-3-8 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-81-11-09-8-82-0-0Scale = 1:60.7 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [4:0-2-0,Edge], [6:0-3-7,0-1-8], [9:0-5-4,0-2-8], [13:0-5-4,0-2-8] 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 0.24 Vert(LL)-0.01 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.03 8-9 >999 180 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: 128 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 (size)8=15-7-0, 9=15-7-0, 10=15-7-0, 11=15-7-0, 12=15-7-0, 13=15-7-0, 14=15-7-0 Max Grav 8=264 (LC 1), 9=432 (LC 8), 10=51 (LC 3), 11=57 (LC 3), 12=51 (LC 3), 13=432 (LC 8), 14=264 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-108/85, 3-4=-141/79, 4-5=-141/79, 5-6=-108/85, 6-7=0/106, 2-14=-231/3, 6-8=-231/3 BOT CHORD 13-14=-40/62, 12-13=-79/126, 11-12=-79/126, 10-11=-79/126, 9-10=-79/126, 8-9=-40/62 WEBS 4-9=-78/17, 5-9=-320/84, 4-13=-78/17, 3-13=-320/84, 2-13=-98/91, 6-9=-98/91 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 (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)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)All plates are 2x4 MT20 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss 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 WF65 TQ I46011402D01Roof Special Structural Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:35 Page: 1 ID:1L9dU?Yn3AjNx?_sTYxTDzzOAIw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 6 12 =2x4 =3x8 =5x9 =2x4 =4x6 =2x4 =5x9 =3x8 =2x4 11 8 1 7 2 6 10 9 53 4 1-4-4 -1-4-4 1-4-4 16-11-4 3-4-4 7-9-8 3-4-4 11-1-12 4-5-4 15 -7-0 4-5-4 4-5-4 0-3-8 15-7-0 0-3-8 0-3-8 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-81-11-09-8-82-0-0Scale = 1:58.8 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [6:0-3-7,0-1-8], [9:0-5-4,0-2-8], [10:0-5-4,0-2-8] 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 0.24 Vert(LL)-0.08 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.17 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.04 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 88 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 (size)8=0-3-8, 11=0-3-8 Max Grav 8=702 (LC 1), 11=702 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-787/0, 3-4=-852/18, 4-5=-852/18, 5-6=-787/0, 6-7=0/106, 2-11=-675/0, 6-8=-675/0 BOT CHORD 10-11=-38/66, 9-10=0/303, 8-9=-38/66 WEBS 4-9=0/509, 5-9=-306/85, 4-10=0/509, 3-10=-306/85, 2-10=0/459, 6-9=0/459 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 (2); 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)Bearing at joint(s) 8, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 WF65 TQ I46011403D02Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:36 Page: 1 ID:d1?wQnjZmUUOc92YHUBlnwzOAIi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 6 12 =2x4 =3x8 =5x9 =2x4 =4x6 =2x4 =5x9 =3x8 =2x4 10 7 6 1 5 9 8 42 3 1-4-4 16 -11-4 3-4-4 7-9-8 3-4-4 11-1-12 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 0-3-8 0-3-8 15-7-0 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-81-11-01-11-09-8-82-0-0Scale = 1:58.8 Plate Offsets (X, Y):[1:0-3-7,Edge], [5:0-3-7,0-1-8], [8:0-5-4,0-2-8], [9:0-5-4,0-2-8] 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 0.24 Vert(LL)-0.08 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.17 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.04 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 86 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 (size)7=0-3-8, 10= Mechanical Max Horiz 10=-24 (LC 10) Max Grav 7=706 (LC 1), 10=631 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-798/0, 2-3=-874/16, 3-4=-859/17, 4-5=-793/0, 5-6=0/106, 1-10=-611/0, 5-7=-679/0 BOT CHORD 9-10=-5/69, 8-9=0/307, 7-8=-38/66 WEBS 3-8=0/510, 4-8=-307/85, 3-9=0/533, 2-9=-323/91, 1-9=0/463, 5-8=0/464 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 (2); 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)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 WF65 TQ I46011404D03Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:37 Page: 1 ID:SBMBhroJMKEXK4WielI91BzOAIc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 6 12 =2x4 =3x6 =5x9 =2x4 =4x6 =2x4 =5x9 =3x6 =2x4 9 6 1 5 8 7 42 3 3-4-4 7-9-8 3-4-4 11-1-12 4-5-4 4-5-4 4-5-4 15 -7-0 0-3-8 0-3-8 0-3-8 15-7-0 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-81-11-01-11-09-8-82-0-0Scale = 1:58.6 Plate Offsets (X, Y):[7:0-5-4,0-2-8], [8:0-5-4,0-2-8] 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 0.19 Vert(LL)-0.08 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.17 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.04 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 84 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 (size)6=0-3-8, 9= Mechanical Max Grav 6=635 (LC 10), 9=635 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-794/0, 2-3=-870/32, 3-4=-870/32, 4-5=-794/0, 1-9=-608/0, 5-6=-608/0 BOT CHORD 8-9=-6/69, 7-8=0/312, 6-7=-6/69 WEBS 3-7=-10/526, 4-7=-324/91, 3-8=-10/526, 2-8=-324/91, 1-8=0/468, 5-7=0/468 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 (2); 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)Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 WF65 TQ I46011405D04Roof Special 5 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:37 Page: 1 ID:o994kYsSAstqRrOgRItKkEzOAIX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 612 =4x6 =5x9 =10x12 =2x4 =4x9 =2x4 =10x12 =5x9 =4x6 Special Special HUS28 HUS28 HUS28 Special Special 691016 1 5 11 1581213147 2 4 3 3-4-4 11-1-12 3-4-4 7-9-8 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 15-7-0 0-3-8 0-3-8 4-0-0 15 -3-8 4-0-0 4-3-8 7-0-0 11-3-81-11-01-11-09-8-82-0-0Scale = 1:65.8 Plate Offsets (X, Y):[1:0-3-4,0-1-8], [5:0-3-4,0-1-8] 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 0.70 Vert(LL)-0.17 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.32 7-8 >571 180 TCDL 10.0 Rep Stress Incr NO WB 0.69 Horz(CT)0.17 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 231 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 8-7:2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 7-4,8-2,9-1,6-5:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-3-8, 9= Mechanical Max Grav 6=5629 (LC 7), 9=5170 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-7247/0, 2-3=-7263/0, 3-4=-7430/0, 4-5=-7411/0, 1-9=-4726/0, 5-6=-4840/0 BOT CHORD 9-10=-54/23, 10-11=0/220, 8-11=0/901, 8-12=0/2795, 12-13=0/2795, 13-14=0/2795, 7-14=0/2795, 7-15=0/1129, 15-16=0/483, 6-16=-160/0 WEBS 3-7=0/5684, 4-7=-258/257, 3-8=0/5402, 2-8=-262/253, 1-8=0/4915, 5-7=0/4983 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 0-6-0 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. 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 (2); 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)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)Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 5-8-0 from the left end to 9-8-0 to connect truss(es) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 601 lb down at 1-8-0, 1549 lb down at 3-8-0, and 1456 lb down at 11-8-0, and 1458 lb down at 13-8-0 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, 3-5=-60, 8-9=-20, 7-8=-20, 6-7=-20 Concentrated Loads (lb) Vert: 10=-559 (F), 11=-1549 (F), 12=-1549 (F), 13=-1458 (F), 14=-1458 (F), 15=-1456 (F), 16=-1458 (F) Job Truss Truss Type Qty Ply WF65 TQ I46011406D05Roof Special Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:38 Page: 1 ID:4MoWuGmcpFu8fqLtVhfWyczO91I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =6x8 =3x4 =4x9 =2x4 =6x12 =4x9 =6x6 =4x9 =5x6 =4x9 =6x6 =5x6 =2x4 Special NAILEDNAILEDNAILEDNAILEDNAILED NAILED Special NAILED NAILEDNAILEDNAILED NAILEDNAILEDNAILED NAILED Special NAILED Special Special NAILEDNAILEDNAILED NAILEDNAILED NAILED Special NAILED NAILEDNAILEDNAILED NAILED NAILEDNAILED NAILED Special NAILED Special 48 25 24 45 46 47 23 22 49 50 21 20 1951 5218 53 54 55 17 1656 57 15 58 14 13 121 112 4 303132 529282726 1093644 33 43 34 42 8735363738394041 1-4-4 -1-4-4 1-4-4 45-8-12 2-8-10 44 -4-8 2-8-10 2-8-10 5-3-0 41-7-14 4-9-10 23-10 -12 4-9-10 36-4-14 7-8-8 31 -7-4 8-2-4 19 -1-3 8-2-4 10-10 -14 2-5-2 18-11-7 2-6-14 44 -4-8 2-10-6 2-10-6 4-9-10 36-6-10 4-9-10 23-9-0 5-3-0 41-9-10 6-9-1 9-7-7 6-10 -13 16-6-4 8-0-0 31 -9-07-11-81-8-50-2-20-2-23-9-63-9-60-2-23-11-83-9-147-9-60-2-27-11-8Scale = 1:81.5 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [3:0-2-12,Edge], [5:0-3-0,Edge], [6:0-6-0,0-1-14], [7:0-3-0,0-1-0], [8:0-3-0,0-2-1], [9:0-2-9,Edge], [10:0-3-0,0-2-1], [11:0-2-14,0-2-0] 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 0.84 Vert(LL)-0.08 15-16 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.14 16-18 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.57 Horz(CT)0.02 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 486 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF-S 1650F 1.6E, 7-8:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 22-19:2x6 SP No.1 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 (5-9-2 max.): 3-6, 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)13=0-3-8, 21=0-3-8, 25=0-3-8 Max Uplift 13=-97 (LC 14), 21=-256 (LC 14), 25=-156 (LC 14) Max Grav 13=2230 (LC 44), 21=4783 (LC 43), 25=621 (LC 43) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-575/214, 3-26=-216/418, 26-27=-217/417, 27-28=-218/416, 28-29=-219/416, 4-29=-221/416, 4-30=-86/2182, 30-31=-86/2182, 31-32=-86/2182, 5-32=-86/2182, 5-6=-86/2186, 6-33=-2067/40, 33-34=-1954/45, 7-34=-1804/53, 7-35=-2365/97, 35-36=-2365/97, 36-37=-2365/97, 37-38=-2365/97, 38-39=-2365/97, 39-40=-2365/97, 40-41=-2365/97, 8-41=-2365/97, 8-42=-2896/93, 42-43=-3051/84, 9-43=-3140/80, 9-44=-3891/93, 10-44=-3891/93, 10-11=-2041/127, 11-12=0/112, 2-25=-625/179, 11-13=-2240/110 BOT CHORD 24-25=-51/23, 24-45=-130/451, 45-46=-130/451, 46-47=-130/451, 23-47=-130/451, 23-48=-541/78, 22-48=-541/78, 22-49=-541/78, 49-50=-541/78, 21-50=-541/78, 20-21=-10/311, 19-20=-11/310, 19-51=-11/310, 51-52=-11/310, 18-52=-11/310, 18-53=0/1453, 53-54=0/1453, 54-55=0/1453, 17-55=0/1453, 16-17=0/1453, 16-56=-30/3911, 56-57=-30/3911, 15-57=-30/3911, 15-58=-57/1597, 14-58=-57/1597, 13-14=-39/28 WEBS 3-24=-103/132, 3-23=-532/0, 4-23=-34/407, 4-21=-2685/361, 6-21=-3784/58, 6-20=-7/69, 6-18=-60/1762, 7-18=-318/118, 7-16=-42/1138, 8-16=0/1199, 9-16=-2007/79, 9-15=-1363/41, 10-15=0/2730, 10-14=-702/0, 2-24=-169/560, 11-14=-81/1801 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 (2); 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 14.0 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 4x6 MT20 unless otherwise indicated. 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 156 lb uplift at joint 25, 256 lb uplift at joint 21 and 97 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. Job Truss Truss Type Qty Ply WF65 TQ I46011407G01Roof Special Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:43 Page: 1 ID:_nkN8kHI7ihsoHTvuc5QfLyZ5az-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 112 lb up at 2-8-10, 245 lb down and 91 lb up at 19-1-3, and 245 lb down and 91 lb up at 36-4-14, and 132 lb down and 112 lb up at 41-7-14 on top chord, and 48 lb down and 56 lb up at 2-8-10, 138 lb down and 12 lb up at 19-1-3, and 138 lb down and 12 lb up at 36-4-0, and 48 lb down and 56 lb up at 41-7-2 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: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 11-12=-60, 13-25=-20 Concentrated Loads (lb) Vert: 6=-192 (B), 9=-192 (B), 24=8 (B), 20=-102 (B), 15=-102 (B), 14=8 (B), 17=-124 (B), 33=-78 (B), 34=-170 (B), 35=-18 (B), 37=-18 (B), 38=-18 (B), 40=-18 (B), 42=-170 (B), 43=-78 (B), 45=3 (B), 46=3 (B), 47=3 (B), 48=3 (B), 49=3 (B), 50=3 (B), 51=-170 (B), 52=-90 (B), 53=-124 (B), 54=-124 (B), 55=-124 (B), 56=-90 (B), 57=-170 (B), 58=3 (B) Job Truss Truss Type Qty Ply WF65 TQ I46011407G01Roof Special Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:43 Page: 2 ID:_nkN8kHI7ihsoHTvuc5QfLyZ5az-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =5x6 =3x4 =8x8 =3x4 =4x6 =3x6 =3x6 =4x9 =3x6 =6x10 =2x4 =3x4 =5x6 =5x6 =3x8 =3x6 =5x9 =3x4 =5x6 =3x4 =5x9 =3x4 25 24 23 22 21 20 19 18 17 16 15 14 13 1212633 2 11 4 28 29 527 63 1093032 31 7 8 1-4-4 -1-4-4 1-4-4 45-8-12 2-10 -14 29-2-7 5-3-0 39-3-1 4-9-10 26-3-9 4-9-10 34 -0-1 5-1-7 5-1-7 5-1-7 44-4-8 8-2-4 21 -5-15 8-2-4 13-3-11 3-2-6 29-4-3 4-6-2 26-1-13 4-9-10 34-1-13 4-11-11 4-11-11 4-11-11 44-4-8 5-1-7 21-7-11 5-3-0 39 -4-13 5-8-7 16-6-4 5-10 -3 10-9-149-11-81-8-50-2-20-2-25-9-65-9-60-2-25-11-83-9-149-9-60-2-29-11-8Scale = 1:82 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-5-7,Edge], [6:0-5-0,0-1-14], [7:0-3-0,0-2-1], [8:0-3-0,0-2-1], [9:0-4-8,0-1-14], [10:0-3-0,0-2-1], [11:0-3-4,0-1-8] 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 0.94 Vert(LL)-0.06 15-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.11 15-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.02 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 250 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-6:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-20:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-6, 7-8, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-21, 7-18 REACTIONS (size)13=0-3-8, 21=0-3-8, 25=0-3-8 Max Grav 13=1443 (LC 28), 21=2905 (LC 27), 25=760 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=0/47, 2-26=0/112, 2-3=-512/10, 3-27=-72/203, 4-27=-80/200, 4-28=0/968, 28-29=0/968, 5-29=0/968, 5-6=0/975, 6-30=-968/0, 30-31=-945/0, 7-31=-796/21, 7-8=-767/23, 8-32=-972/5, 9-32=-1138/0, 9-10=-1255/0, 10-11=-1276/0, 11-33=0/112, 12-33=0/47, 2-25=-717/0, 11-13=-1396/0 BOT CHORD 24-25=-20/97, 23-24=0/315, 22-23=-414/31, 21-22=-414/31, 20-21=0/340, 19-20=0/340, 18-19=0/342, 17-18=0/602, 16-17=0/1260, 15-16=0/1260, 14-15=0/830, 13-14=-15/114 WEBS 3-24=0/190, 3-23=-501/0, 4-23=0/508, 4-21=-1726/0, 6-21=-1771/0, 6-19=0/187, 6-18=0/443, 7-18=-254/0, 7-17=0/531, 8-17=0/311, 9-17=-856/0, 9-15=-358/26, 10-15=0/626, 10-14=-129/67, 2-24=0/310, 11-14=0/806 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 (2); 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 14.0 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)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 WF65 TQ I46011408G02Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:45 Page: 1 ID:_cwVt0wXuOedDhmrb8hDQozO9yU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =3x6 =4x6 =4x9 =5x6 =3x4 =3x6 =4x6 =3x6 =4x6 =3x6 =5x9 =5x9 =5x6 =3x6 =5x9 =5x9 =5x6 =3x4 =4x6 =3x6 =2x8 24 23 22 21 20 19 18 17 16 15 141 2 13 25 29 123 5 6 72627 8 10 28 114 9 1-4-4 -1-4-4 1-4-4 45 -8-12 3-10-4 31 -7-4 3-10-4 27-9-0 5-3-0 36 -10 -4 3-9-5 7-6-4 3-9-5 40-7-9 5-4-5 18 -4-11 5-6-1 13-0-5 5-6-1 23 -10-12 3-8-15 3-8-15 3-8-15 44-4-8 5-6-8 37-0-0 7-4-8 7-4-8 7-4-8 44 -4-8 7-5-0 31-5-8 7-6-4 24 -0-8 9-1-12 16-6-411-2-11-8-50-2-27-9-67-9-60-2-27-11-83-2-911-2-1Scale = 1:82.2 Plate Offsets (X, Y):[4:0-3-0,0-2-1], [8:0-4-8,0-1-14], [10:0-4-8,0-1-14], [11:0-3-0,0-2-1] 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 0.77 Vert(LL)-0.11 21-23 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.22 21-23 >896 180 TCDL 10.0 Rep Stress Incr YES WB 0.88 Horz(CT)0.02 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 251 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-20:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 24-2,15-13:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-15 max.): 4-8, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-19, 10-17, 11-17, 5-21, 7-21 REACTIONS (size)15=0-3-8, 21=0-3-8, 24=0-3-8 Max Grav 15=1503 (LC 26), 21=2916 (LC 25), 24=836 (LC 31) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-25=-166/47, 3-25=-80/112, 3-4=-413/68, 4-5=-210/35, 5-26=0/719, 6-26=0/719, 6-7=0/719, 7-27=-488/4, 8-27=-488/5, 8-9=-755/55, 9-10=-1343/20, 10-28=-943/0, 11-28=-943/0, 11-12=-1197/0, 12-29=-119/63, 13-29=-214/37, 13-14=0/112, 2-24=-387/43, 13-15=-426/37 BOT CHORD 23-24=0/348, 22-23=-395/69, 21-22=-395/69, 20-21=-440/72, 19-20=-440/72, 18-19=0/570, 17-18=0/570, 16-17=0/806, 15-16=0/853 WEBS 4-23=-244/8, 8-19=-713/45, 9-19=-360/5, 9-17=0/1166, 10-17=-1205/22, 11-17=-9/274, 11-16=0/213, 5-21=-1230/0, 5-23=0/745, 7-21=-1676/0, 7-19=0/1430, 3-23=-281/61, 3-24=-521/0, 12-16=-105/138, 12-15=-1288/0 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 (2); 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 14.0 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)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 WF65 TQ I46011409G03Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:47 Page: 1 ID:Leq5B_pJhprGTvrtMzVKtBzO9xL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =3x8 =4x6 =3x8 =3x4 =5x6 =3x4 =2x4 =3x8 =3x4 =3x8 =3x8 =2x4 =3x6 =3x4 16 15 14 13 12 11 10 1 172 18 3 4 6 7 8 9195 1-4-4 -1-4-4 6-7-3 16-6-4 4-11-11 9-11-1 6-11-12 23 -6-0 4-11-6 4-11-6 7-1-0 30-7-0 0-1-12 16 -8-0 6-8-15 16-6-4 6-10-0 23 -6-0 7-1-0 30-7-0 9-9-5 9-9-59-11-81-8-59-9-60-2-29-9-69-9-60-2-29-11-8Scale = 1:64 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [9: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 0.93 Vert(LL)-0.22 15-16 >891 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.44 15-16 >443 180 TCDL 10.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.01 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 173 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-9:2x4 SPF-S 1650F 1.6E 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 (2-2-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 8-10, 5-13, 6-13, 8-13 REACTIONS (size)10= Mechanical, 13=0-3-8, 16=0-3-8 Max Horiz 16=-162 (LC 6) Max Grav 10=857 (LC 19), 13=1984 (LC 19), 16=1063 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-17=0/72, 2-17=0/96, 2-18=-322/36, 3-18=-137/56, 3-4=-619/25, 4-5=-438/42, 5-19=-67/115, 6-19=-68/114, 6-7=-66/115, 7-8=-66/115, 8-9=-111/115, 9-10=-337/23, 2-16=-466/38 BOT CHORD 15-16=0/565, 14-15=0/309, 13-14=0/309, 12-13=0/349, 11-12=0/349, 10-11=0/349 WEBS 5-15=0/455, 8-10=-569/0, 3-16=-673/0, 5-13=-677/0, 6-13=-835/33, 8-13=-714/0, 8-11=0/314, 3-15=-371/74 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 (2); 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)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 WF65 TQ I46011410G04Half Hip 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:47 Page: 1 ID:qB1cFOsGREg3n7QPP12VMKzO9w?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =3x6 =4x6 =3x4 =3x4 =3x6 =8x8 =3x4 =3x4 =3x4 =3x4 =4x6 =4x9 =3x4 15 14 13 12 11 10 9 1 2 16 3 4 6 7 8175 1-4-4 -1-4-4 6-0-3 12-3-14 6-3-11 6-3-11 9-8-2 22-0-0 8-7-0 30-7-0 5-5-12 22-0-0 8-1-6 16-6-4 8-4-14 8-4-14 8-7-0 30-7-011-11-81-8-511-9-60-6-120-2-211-9-611-9-60-2-211-11-8Scale = 1:73.4 Plate Offsets (X, Y):[5:0-5-7,Edge], [9: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 0.85 Vert(LL)-0.16 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.52 Vert(CT)-0.32 9-10 >523 180 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x6 SP No.1, 7-8:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-9,6-12,10-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-12, 6-12, 6-10, 3-15 REACTIONS (size)9= Mechanical, 12=0-3-8, 15=0-3-8 Max Horiz 15=-201 (LC 6) Max Grav 9=829 (LC 19), 12=1901 (LC 19), 15=983 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-16=-353/71, 3-16=-186/103, 3-4=-783/46, 4-5=-576/87, 5-17=-56/207, 6-17=-57/197, 6-7=-357/92, 7-8=-357/92, 8-9=-752/13, 2-15=-445/68 BOT CHORD 14-15=0/579, 13-14=-70/205, 12-13=-70/205, 11-12=-22/299, 10-11=-22/299, 9-10=-117/137 WEBS 3-14=-531/99, 5-14=0/720, 5-12=-857/0, 6-12=-1161/0, 6-10=-242/154, 8-10=0/489, 3-15=-632/0 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 (2); 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)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 WF65 TQ I46011411G05Half Hip 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:49 Page: 1 ID:JwerbLHDC?45UVb8ytAiHizO9vS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =5x6 =3x6 =4x6 =3x6 =3x4 =3x4 =5x6 =3x4 =3x4 =2x4 =3x8 =4x6 =4x9 =4x6 16 15 14 13 12 11 10 9 1 2 3 4 6 7 85 1-4-4 -1-4-4 6-4-1 12-11-10 6-7-9 6-7-9 9-7-6 22-7-0 8-0-0 30-7-0 0-1-12 16 -8-0 3-8-6 16 -6-4 5-11-0 22-7-0 6-2-5 12-9-14 6-7-9 6-7-9 8-0-0 30-7-01-8-512-6-012-6-0Scale = 1:79.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [5:0-3-0,0-2-1], [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 0.76 Vert(LL)-0.11 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.23 9-10 >736 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-8:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-9,12-5,6-12,6-9:2x4 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 4-13, 5-12, 6-12, 6-9 REACTIONS (size)9= Mechanical, 12=0-3-8, 16=0-3-8 Max Horiz 16=-215 (LC 4) Max Grav 9=546 (LC 12), 12=1285 (LC 1), 16=714 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-635/0, 3-4=-448/10, 4-5=-361/107, 5-6=-81/141, 6-7=-142/153, 7-8=-142/153, 8-9=-186/32, 2-16=-655/0 BOT CHORD 15-16=-48/245, 14-15=0/378, 13-14=0/378, 12-13=-73/221, 11-12=-24/205, 10-11=-24/205, 9-10=-24/205 WEBS 4-15=0/235, 4-13=-400/34, 5-13=0/396, 5-12=-708/0, 6-12=-575/0, 6-10=0/326, 6-9=-369/0, 2-15=0/290 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 Exterior (2); 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 20.0 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)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 WF65 TQ I46011412G06Piggyback Base 3 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:50 Page: 1 ID:JThhj_hYBRMGZkBgy0nhftzO9uw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 =2x4 =4x9 =5x6 =3x6 =3x8 =3x4 =5x6 =3x6 =2x4 =2x4 =6x6 =6x10 =2x4 =4x9 =6x6 =4x6 15 10 9 1 2 13 12 11 14 3 4 6 7 85 1-4-4 -1-4-4 4-5-4 4-5-4 8-1-2 21-0-12 8-6-6 12-11-10 9-6-4 30-7-0 0-3-8 0-3-8 0-1-12 16-10-4 0-6-0 16-8-8 3-4-10 16 -2-8 4-0-12 20-11-0 4-0-0 4-3-8 8-6-6 12 -9-14 9-8-0 30 -7-01-8-512-6-02-0-012-6-02-0-0Scale = 1:81.2 Plate Offsets (X, Y):[2:0-3-4,0-1-8], [5:0-3-0,0-2-1], [11:0-3-0,0-2-8] 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 0.91 Vert(LL)-0.30 9-10 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.61 9-10 >597 180 TCDL 10.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.10 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-7,7-8:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-10,16-10:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 8-9:2x4 SPF-S 1650F 1.6E, 11-5,11-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-11 10-0-0 oc bracing: 10-11 WEBS 1 Row at midpt 8-9, 3-13, 5-11, 9-11 REACTIONS (size)9= Mechanical, 15=0-3-8 Max Horiz 15=-214 (LC 4) Max Grav 9=1209 (LC 1), 15=1304 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-2084/0, 3-4=-1368/0, 4-5=-1204/0, 5-6=-872/3, 6-7=-870/4, 7-8=-870/4, 8-9=-1114/0, 2-15=-1257/0 BOT CHORD 14-15=-163/273, 13-14=0/1556, 12-13=0/914, 11-12=0/914, 10-11=0/195, 6-11=-629/19, 9-10=0/63 WEBS 3-14=0/396, 3-13=-677/28, 5-13=0/548, 5-11=-147/18, 9-11=-169/144, 8-11=0/1198, 2-14=0/1601 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 (2); 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 20.0 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)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 WF65 TQ I46011413G07Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:51 Page: 1 ID:NddoRw4cfGOkPeeqqkMBydzO9uQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 =2x4 =4x9 =5x6 =3x6 =3x8 =3x4 =5x6 =3x6 =6x10 =2x4 =4x6 =4x9 =4x6 =3x8 15 10 9 1 2 13 12 11 14 3 4 6 7 85 1-4-4 -1-4-4 4-5-4 4-5-4 8-1-2 21 -0-12 8-6-6 12 -11-10 9-6-4 30-7-0 0-3-8 0-3-8 4-0-0 4-3-8 8-1-2 20-11-0 8-6-6 12 -9-14 9-8-0 30 -7-01-8-512-6-02-0-012-6-02-0-0Scale = 1:76.5 Plate Offsets (X, Y):[2:0-3-4,0-1-8], [5:0-3-0,0-2-1], [11:0-3-0,0-2-8] 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 0.77 Vert(LL)-0.26 9-10 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.52 9-10 >696 180 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.11 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-S 1650F 1.6E *Except* 7-8,7-5:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-10:2x4 SPF Stud/ No.3, 10-9:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 *Except* 11-5,11-8:2x4 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 6-11 WEBS 1 Row at midpt 8-9, 5-11, 3-13, 9-11 REACTIONS (size)9= Mechanical, 15=0-3-8 Max Horiz 15=219 (LC 14) Max Grav 9=1276 (LC 11), 15=1304 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-2200/0, 3-4=-1394/0, 4-5=-1249/0, 5-6=-879/0, 6-7=-878/0, 7-8=-878/0, 2-15=-1303/0 BOT CHORD 14-15=-220/226, 13-14=-93/1780, 12-13=0/996, 11-12=0/996, 10-11=0/207, 6-11=-639/39, 9-10=0/67 WEBS 3-14=-9/396, 8-9=-1184/0, 5-13=0/548, 5-11=-187/29, 2-14=0/1689, 3-13=-828/120, 9-11=-69/0, 8-11=0/1292 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 (2); 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 20.0 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)Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 WF65 TQ I46011414G08Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:52 Page: 1 ID:_DA3MOh2K89ss4JN6AFNrgzO9sL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 612 =4x6 =3x6 =4x6 =4x6 =4x9 =6x6 =4x6 =5x9 =4x6 =4x6 =6x6 =4x6 =3x6 =3x6 =6x10 =8x8 =6x8 =3x6 =5x6 =4x6 =4x6 =4x9 NAILEDNAILEDNAILEDNAILEDSpecial NAILEDNAILED NAILEDNAILED Special 19 17 5049484720 18 1 161445464413152 27 26 25 24 23 22 21 3738 12343 4239 114105 7 84140 96 1-4-4 -1-4-4 1-4-4 54-10-4 3-0-10 53 -6-0 3-9-14 50-5-6 3-9-14 46 -7-8 3-5-6 11-9-10 4-0-6 42-9-10 4-2-5 38-9-4 4-0-14 4-0-14 4-3-6 8-4-4 4-4-1 34-6-15 9-2-10 30 -2-14 9-2-10 21-0-4 0-1-6 42-11-0 1-1-8 22-1-12 0-2-4 8-6-8 0-1-12 8-8-4 0-1-12 22-3-8 1-4-8 13-11-0 0-5-12 21 -0-4 0-10-10 12-6-8 2-10 -14 53-6-0 2-11-10 11-7-14 2-7-8 16 -6-8 3-4-10 30-4-10 4-0-0 20-6-8 3-10-10 42-9-10 4-8-8 27 -0-0 7-8-2 50 -7-2 8-4-4 8-4-4 8-6-6 38-11-012-6-00-8-01-0-30-0-110-1-110-1-52-0-010-6-012-6-00-0-110-0-111-11-52-0-0Scale = 1:100.9 Plate Offsets (X, Y):[2:Edge,0-0-11], [6:0-3-0,0-2-1], [9:0-3-0,0-2-1], [13:0-2-0,Edge], [17:0-7-4,0-0-7], [20:0-5-8,0-3-8], [21:0-5-4,0-3-8], [26:0-3-8,0-2-0] 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 0.93 Vert(LL)-0.09 22-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.17 22-24 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.76 Horz(CT)0.07 17 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 345 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8:2x6 SP No.1, 8-9:2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 20-17:2x6 SP No.1, 28-29:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 24-6,24-9,21-13:2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 1-8-4 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, except 2-0-0 oc purlins (4-0-3 max.): 6-9, 13-15. BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. WEBS 1 Row at midpt 6-26, 7-24, 9-24, 5-27 JOINTS 1 Brace at Jt(s): 26 REACTIONS (size)2=0-3-0, 17=0-3-8, 20=0-3-8, 27=0-3-8 Max Horiz 2=50 (LC 13) Max Grav 2=563 (LC 28), 17=463 (LC 32), 20=2454 (LC 23), 27=1887 (LC 53) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/76, 2-37=-520/0, 37-38=-453/0, 3-38=-340/9, 3-39=-264/15, 4-39=-214/17, 4-5=-187/152, 5-6=-903/28, 6-40=-1705/0, 7-40=-1706/0, 7-8=-1705/0, 8-41=-1705/0, 9-41=-1705/0, 9-10=-1701/0, 10-11=-1781/0, 11-42=-1707/0, 42-43=-1853/0, 12-43=-1988/0, 12-13=-1991/0, 13-44=0/1345, 44-45=0/1342, 14-45=0/1342, 14-46=-520/0, 15-46=-515/0, 15-16=-564/0, 16-17=-585/0, 17-18=-18/0 BOT CHORD 2-27=0/333, 26-27=-78/164, 25-26=0/698, 24-25=0/698, 23-24=0/1347, 22-23=0/1347, 21-22=0/1357, 20-21=-1524/0, 20-47=-501/463, 47-48=-501/463, 48-49=-501/462, 49-50=-501/462, 19-50=-502/462, 17-19=-7/517 WEBS 6-26=-1040/0, 6-24=0/1490, 7-24=-1299/46, 9-24=-130/530, 9-22=0/593, 12-21=-466/74, 13-21=0/2751, 13-20=-1207/0, 15-19=-145/81, 3-27=-365/50, 5-27=-1651/0, 5-26=0/1247, 14-19=0/642, 14-20=-1638/0, 11-22=-473/70, 11-21=-235/228 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 (2); 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 2x4 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 at joint(s) 2. 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 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb down and 61 lb up at 51-2-15 on top chord, and 18 lb down and 31 lb up at 51-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)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: 1-6=-60, 6-9=-60, 9-13=-60, 13-15=-60, 15-18=-60, 2-21=-20, 20-21=-20, 17-20=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF65 TQ I46011415G09Piggyback Base Girder 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:55 Page: 1 ID:nDOLk8EWqMEYBksG19QA?mzO9hI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 19=4 (F), 47=1 (F), 48=1 (F), 49=1 (F), 50=1 (F) Job Truss Truss Type Qty Ply WF65 TQ I46011415G09Piggyback Base Girder 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:55 Page: 2 ID:nDOLk8EWqMEYBksG19QA?mzO9hI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 612=4x9 =3x6 =3x6 =4x6 =4x9 =6x6 =3x6 =5x9 =4x6 =3x6 =6x6 =3x6 =3x6 =3x6 =5x9 =5x9 =5x6 =MT18HS 5x10 =4x9 =6x6 =5x6 =5x6 =4x919 17 20 18 21 1 162 28 27 26 25 24 23 22 1413 15 3839 12344 40 43 1145 10 7 84241 96 1-4-4 -1-4-4 1-4-4 54-10-4 1-5-9 43-0-12 2-9-15 41 -7-3 4-4-10 47 -5-6 3-5-6 11-9-10 3-11-3 3-11-3 4-2-5 38-9-4 4-5-1 8-4-4 4-4-1 34-6-15 6-0-10 53-6-0 9-2-10 30-2-14 9-2-10 21 -0-4 1-1-8 22-1-12 1-2-1 42-11-0 0-2-4 8-6-8 0-1-12 8-8-4 0-1-12 22-3-8 0-5-12 21-0-4 0-10-10 12-6-8 1-4-8 13-11-0 2-11-10 11-7-14 2-9-15 41 -8-15 2-7-8 16-6-8 3-4-10 30-4-10 4-0-0 20-6-8 4-8-2 47 -7-2 4-8-8 27-0-0 5-10-14 53-6-0 8-4-4 8-4-4 8-6-6 38 -11-012-6-00-8-01-0-30-1-112-0-00-10-112-10-110-1-113-0-69-5-1012-6-0Scale = 1:100.3 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [9:0-3-0,0-2-1], [14:0-3-8,0-2-0], [17:0-7-4,0-0-7], [20:0-8-0,0-2-8], [22:0-5-4,0-2-8], [27:0-3-8,0-2-0] 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 0.99 Vert(LL)-0.16 25-27 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.33 25-27 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.08 20 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 313 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-17:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 25-6,25-9:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x8 SP No.2 -- 3-3-14 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-9, 13-15. BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 1 Row at midpt 6-27, 7-25, 9-25, 5-28 JOINTS 1 Brace at Jt(s): 27 REACTIONS (size)2=0-3-0, 17=0-3-8, 20=0-3-8, 28=0-3-8 Max Horiz 2=50 (LC 16) Max Grav 2=551 (LC 31), 17=547 (LC 35), 20=2582 (LC 26), 28=1875 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-38=-483/0, 38-39=-435/1, 3-39=-326/19, 3-40=-234/26, 4-40=-174/27, 4-5=-147/173, 5-6=-869/38, 6-41=-1651/0, 7-41=-1653/0, 7-8=-1651/0, 8-42=-1652/0, 9-42=-1651/0, 9-10=-1608/0, 10-11=-1688/0, 11-43=-1414/0, 43-44=-1552/0, 12-44=-1695/0, 12-13=-1627/0, 13-14=0/695, 14-15=0/1170, 15-16=-210/295, 16-17=-363/266, 17-18=-26/0 BOT CHORD 2-28=0/320, 27-28=-78/134, 26-27=0/674, 25-26=0/674, 24-25=0/1278, 23-24=0/1278, 22-23=0/1239, 21-22=-680/0, 20-21=-1411/0, 19-20=-251/193, 17-19=-244/201 WEBS 6-27=-1045/0, 6-25=0/1453, 7-25=-1292/46, 9-25=-105/555, 9-23=0/533, 12-22=-405/59, 13-22=0/1628, 13-21=-1522/0, 14-21=0/1298, 14-20=-1307/0, 15-20=-1166/0, 15-19=0/248, 3-28=-372/47, 5-28=-1678/0, 5-27=0/1273, 11-23=-409/76, 11-22=-492/0 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 (2); 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)All plates are 2x4 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 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 WF65 TQ I46011416G10Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:57 Page: 1 ID:wRxX8jSJkbHaesLRF5D4wMzO9eR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 612=4x9 =2x4 =3x6 =3x6 =4x6 =4x9 =6x6 =3x6 =5x9 =2x4 =4x6 =3x6 =6x6 =3x6 =3x6 =2x4 =5x9 =6x8 =2x4 =MT18HS 5x10 =6x6 =3x6 =2x4 =5x6 =4x918 16 19 17341 20 152 27 26 25 24 23 22 21 14 28 12 132911333 30 1045 7 83231 96 1-4-4 -1-4-4 1-4-4 54 -10 -4 1-7-9 40-4-13 4-0-9 44-5-6 3-5-6 11-9-10 4-6-5 48 -11-11 4-6-5 53-6-0 3-11-3 3-11-3 4-2-5 38-9-4 4-5-1 8-4-4 4-4-1 34-6-15 9-2-10 30-2-14 9-2-10 21-0-4 1-7-9 40 -6-9 2-4-7 42-11-0 3-3-10 11-7-14 4-6-5 53-6-0 6-0-11 48-11-11 8-4-4 8-4-4 8-6-6 38-11-0 9-4-6 30 -4-10 9-4-6 21 -0-412-6-00-8-01-0-30-1-112-0-01-10-113-10-110-1-114-0-68-5-1012-6-0Scale = 1:99.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [9:0-3-0,0-2-1], [12:0-5-4,0-2-12], [16:0-7-4,0-0-7], [19:0-7-8,0-2-4], [21:0-5-4,0-2-8], [26:0-3-8,0-2-0] 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 0.98 Vert(LL)-0.16 24-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.33 24-26 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.08 19 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 288 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-16:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 24-6,24-9:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x8 SP No.2 -- 2-5-4 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-9, 12-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-26, 7-24, 9-24, 10-21, 5-27 REACTIONS (size)2=0-3-0, 16=0-3-8, 19=0-3-8, 27=0-3-8 Max Horiz 2=50 (LC 16) Max Uplift 16=-105 (LC 26) Max Grav 2=577 (LC 27), 16=456 (LC 35), 19=2696 (LC 27), 27=1833 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-28=-524/0, 28-29=-454/0, 3-29=-345/18, 3-30=-254/26, 4-30=-184/26, 4-5=-157/119, 5-6=-862/38, 6-31=-1615/0, 7-31=-1616/0, 7-8=-1615/0, 8-32=-1616/0, 9-32=-1615/0, 9-10=-1599/0, 10-33=-858/11, 11-33=-939/0, 11-12=-900/0, 12-13=0/1329, 13-14=-282/515, 14-15=-165/548, 15-34=-243/526, 16-34=-332/500, 16-17=-26/0 BOT CHORD 2-27=0/334, 26-27=-66/142, 25-26=0/668, 24-25=0/668, 23-24=0/1211, 22-23=0/1211, 21-22=0/1114, 20-21=-327/23, 19-20=-373/11, 18-19=-943/0, 16-18=-472/202 WEBS 6-26=-1016/0, 6-24=0/1408, 7-24=-1292/46, 9-24=-12/601, 9-22=0/364, 11-21=-368/50, 12-21=0/1306, 12-20=-54/0, 12-19=-1977/0, 13-19=-1036/0, 13-18=0/1012, 14-18=-509/28, 10-22=-210/181, 10-21=-844/0, 3-27=-368/47, 5-27=-1638/0, 5-26=0/1241 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 (2); 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)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 16. 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 WF65 TQ I46011417G11Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:58 Page: 1 ID:6b552AChZkTYySQUNZii?pzO9Vk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 612=4x9 =2x4 =3x6 =3x6 =4x6 =4x9 =6x6 =3x6 =5x9 =2x4 =4x6 =3x6 =6x6 =3x6 =3x6 =5x6 =5x9 =6x6 =MT18HS 5x10=2x4 =3x6 =3x6 =2x4 =5x6 =4x92019 17 18 1 162 27 26 25 24 23 22 21 1535142813291112334 30 104533 7 83231 96 1-4-4 -1-4-4 1-4-4 54 -10 -4 1-7-6 43-0-12 2-2-15 41-5-6 3-5-6 11-9-10 5-0-0 48-0-12 3-11-3 3-11-3 4-5-12 39 -2-7 4-5-1 8-4-4 5-5-4 53 -6-0 4-5-12 34-8-10 9-2-10 30-2-14 9-2-10 21-0-4 3-3-10 11-7-14 4-0-0 42-11-0 5-1-12 48-0-12 5-5-4 53 -6-0 8-4-4 8-4-4 8-6-6 38-11-0 9-4-6 30 -4-10 9-4-6 21 -0-412-6-00-8-01-0-30-1-112-0-02-10-114-10-110-1-115-0-67-5-1012-6-0Scale = 1:99.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [9:0-3-0,0-2-1], [11:0-3-0,0-2-12], [17:0-7-4,0-0-7], [20:0-7-8,0-2-4], [21:0-5-12,0-1-12], [26:0-3-8,0-2-0] 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 0.99 Vert(LL)-0.16 24-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.33 24-26 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.08 20 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 290 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-17:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 24-6,24-9:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x8 SP No.2 -- 2-11-1 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-9, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-26, 7-24, 9-24, 12-20, 5-27 REACTIONS (size)2=0-3-0, 17=0-3-8, 20=0-3-8, 27=0-3-8 Max Horiz 2=50 (LC 16) Max Uplift 17=-139 (LC 26) Max Grav 2=547 (LC 27), 17=445 (LC 35), 20=2757 (LC 27), 27=1884 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-28=-481/0, 28-29=-428/4, 3-29=-319/21, 3-30=-227/29, 4-30=-136/30, 4-5=-108/162, 5-6=-834/41, 6-31=-1609/0, 7-31=-1611/0, 7-8=-1609/0, 8-32=-1610/0, 9-32=-1609/0, 9-33=-1536/0, 10-33=-1618/0, 10-34=-917/2, 11-34=-963/0, 11-12=-789/0, 12-13=0/1165, 13-14=0/1199, 14-35=0/1153, 15-35=0/1148, 15-16=-114/706, 16-17=-237/681, 17-18=-26/0 BOT CHORD 2-27=0/315, 26-27=-81/104, 25-26=0/647, 24-25=0/647, 23-24=0/1221, 22-23=0/1221, 21-22=0/1137, 20-21=-604/2, 19-20=-614/108, 17-19=-614/108 WEBS 6-26=-1051/0, 6-24=0/1431, 7-24=-1292/46, 9-24=-31/577, 9-22=0/384, 11-21=-813/6, 12-21=0/1867, 12-20=-1901/0, 13-20=-450/17, 15-20=-949/0, 15-19=0/245, 3-27=-371/47, 5-27=-1686/0, 5-26=0/1279, 10-22=-234/153, 10-21=-798/0 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 (2); 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)All plates are 3x6 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 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. 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 WF65 TQ I46011418G12Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:45:59 Page: 1 ID:cZ2SCu5cH9ae8BCQtGVlBDzO9S?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 612=4x9 =2x4 =4x6 =4x9 =6x8 =5x9 =2x4 =4x6 =6x8 =6x10 =5x9 =MT18HS 5x10 =4x6 =2x4 =5x6 =4x919 17 20 3718361162 28 27 26 25 24 23 22 21 15 29 1413303531112 31 4 105 34 7 833326 9 0-5-6 38-5-6 1-4-4 -1-4-4 1-4-4 54 -10 -4 3-5-6 11-9-10 3-10 -9 38-0-0 4-7-6 43-0-12 5-0-0 48-0-12 3-10-9 34-1-7 3-11-3 3-11-3 4-5-1 8-4-4 5-5-4 53 -6-0 9-2-10 30-2-14 9-2-10 21-0-4 3-7-2 11-11-6 4-0-5 34-1-7 4-0-0 42-11-0 4-9-9 38 -11-0 5-1-12 48-0-12 5-5-4 53 -6-0 8-4-4 8-4-4 9-0-14 30 -1-2 9-0-14 21 -0-412-6-00-8-01-0-30-1-112-0-03-10-115-10-110-1-116-0-66-5-1012-6-0Scale = 1:99.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-2-8,0-3-8], [9:0-2-0,0-3-0], [17:0-7-4,0-0-7], [20:0-8-0,0-2-8], [21:0-5-8,0-2-8], [27:0-3-8,0-2-0] 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 0.98 Vert(LL)-0.13 25-27 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.29 25-27 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.07 20 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 295 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-17:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 6-25,9-25:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x8 SP No.2 -- 2-11-1 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-9, 11-12. BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. WEBS 1 Row at midpt 6-27, 7-25, 9-25, 5-28 REACTIONS (size)2=0-3-0, 17=0-3-8, 20=0-3-8, 28=0-3-8 Max Horiz 2=50 (LC 16) Max Uplift 17=-91 (LC 26) Max Grav 2=539 (LC 31), 17=361 (LC 35), 20=2819 (LC 27), 28=1884 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-29=-466/0, 29-30=-418/6, 3-30=-309/24, 3-31=-217/31, 4-31=-129/32, 4-5=-102/183, 5-6=-868/40, 6-32=-1601/0, 7-32=-1602/0, 7-8=-1601/0, 8-33=-1602/0, 9-33=-1601/0, 9-34=-1515/0, 10-34=-1586/0, 10-11=-1543/0, 11-12=-511/4, 12-35=-548/0, 13-35=-589/0, 13-14=0/1133, 14-15=0/1038, 15-16=-100/597, 16-36=-112/571, 17-36=-206/543, 17-37=-26/0, 18-37=-7/0 BOT CHORD 2-28=0/308, 27-28=-87/99, 26-27=0/643, 25-26=0/643, 24-25=0/1208, 23-24=0/1208, 22-23=0/1149, 21-22=0/849, 20-21=-1214/0, 19-20=-514/96, 17-19=-514/96 WEBS 6-27=-1024/0, 6-25=0/1424, 7-25=-1291/46, 9-25=-29/585, 9-23=0/395, 11-21=-1332/0, 12-21=-211/60, 13-21=0/1791, 13-20=-1788/0, 15-20=-941/0, 15-19=0/246, 3-28=-373/47, 5-28=-1681/0, 5-27=0/1265, 10-23=-291/115, 10-22=-210/0, 11-22=0/410 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 (2); 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)All plates are 3x6 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 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. 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 WF65 TQ I46011419G13Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:00 Page: 1 ID:HmSzihgnQP42LJib2GLT_rzO9Py-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 612=4x9 =2x4 =3x6 =3x6 =4x6 =4x9 =6x6 =3x6 =5x9 =2x4 =4x6 =3x6 =7x12 =3x6 =6x8 =2x4 =5x6 =6x8 =4x6 =3x6 =3x6 =2x4 =5x6 =4x917 15 18 16 1 142 26 25 24 23 22 21 2019 3213 3127121128 3 10 29 4 5 978306 1-4-4 -1-4-4 1-4-4 54 -10 -4 3-5-6 11-9-10 5-0-0 48-0-12 3-11-3 3-11-3 4-5-1 8-4-4 5-4-5 43 -0-12 5-5-4 53 -6-0 9-2-10 30-2-14 9-2-10 21-0-4 7-5-9 37-8-7 1-0-13 38 -11-0 3-3-10 11-7-14 4-0-0 42-11-0 5-1-12 48-0-12 5-5-4 53 -6-0 7-5-9 37-10-3 8-4-4 8-4-4 9-4-6 30 -4-10 9-4-6 21 -0-412-6-00-8-01-0-32-0-04-3-66-3-66-2-1012-6-0Scale = 1:99.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [9:0-9-0,0-3-0], [10:0-5-12,0-1-12], [15:0-7-4,0-0-7], [18:0-6-0,0-2-8], [25:0-3-8,0-2-0] 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 0.95 Vert(LL)-0.15 23-25 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.32 23-25 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.07 18 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 286 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,9-10,8-9:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-15:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 23-6,23-9:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x8 SP No.2 -- 2-11-1 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 5-9-2 oc bracing. WEBS 1 Row at midpt 6-25, 7-23, 9-23, 10-21, 5-26 REACTIONS (size)2=0-3-0, 15=0-3-8, 18=0-3-8, 26=0-3-8 Max Horiz 2=50 (LC 16) Max Uplift 15=-36 (LC 24) Max Grav 2=580 (LC 25), 15=287 (LC 31), 18=2284 (LC 10), 26=1833 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-27=-528/0, 27-28=-459/3, 3-28=-342/21, 3-29=-256/28, 4-29=-203/29, 4-5=-176/114, 5-6=-880/41, 6-30=-1638/0, 7-30=-1640/0, 7-8=-1638/0, 8-9=-1641/0, 9-10=-1692/0, 10-11=-681/1, 11-12=0/935, 12-31=0/930, 13-31=0/890, 13-32=0/477, 14-32=-37/448, 14-15=-116/450, 15-16=-26/0 BOT CHORD 2-26=0/333, 25-26=-66/156, 24-25=0/683, 23-24=0/683, 22-23=0/1266, 21-22=0/1266, 20-21=0/985, 19-20=0/988, 18-19=-1044/0, 17-18=-405/37, 15-17=-405/37 WEBS 6-25=-1019/0, 6-23=0/1420, 7-23=-1262/42, 9-23=-68/553, 9-21=0/295, 10-21=-23/319, 10-20=0/240, 10-19=-1306/0, 11-19=0/1738, 11-18=-1516/0, 13-18=-772/0, 13-17=0/244, 3-26=-368/47, 5-26=-1638/0, 5-25=0/1242 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 (2); 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)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 15. 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 WF65 TQ I46011420G14Piggyback Base 3 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:01 Page: 1 ID:uM_FcAHC6HqApmN9LiEftuzO9Nt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 612 =5x6 =2x4 =2x4 =2x4 =2x4 =4x9 =6x6 =3x6 =MT18HS 5x10 =3x4 =6x8 =2x4 =2x8 =3x8 =3x6 =3x6 =6x8 =6x8 =5x6 =4x6 =3x4 13 12 11 10 9 21 18 17 16 15 14 1 2 22 8 3 726254235246 4-4-10 17-4-4 3-9-2 35-2-0 5-6-1 5-6-1 6-11-7 24-3-11 7-1-3 31-4-14 7-5-9 12 -11-10 0-3-8 0-3-8 1-0-13 5-4-5 1-8-4 1-11-12 2-3-12 4-3-8 3-10-14 35-2-0 4-1-2 17-2-8 6-11-7 31-3-2 7-1-3 24-3-11 7-9-1 13-1-612-6-03-7-49-4-62-0-01-1-145-5-46-3-66-2-1012-6-00-10-20-10-21-1-142-0-0Scale = 1:88.2 Plate Offsets (X, Y):[2:0-4-0,0-1-12], [3:0-8-0,0-1-12], [7:0-6-4,0-2-0], [8:0-3-0,0-1-8], [9:Edge,0-1-8], [14:0-2-12,0-2-12], [17:0-3-8,0-2-0], [19:0-2-0,0-1-0], [20:0-2-0,0-1-15] 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)-0.14 4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.25 15-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.09 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 242 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x6 SPF No.2, 5-7:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 21-19,19-20,4-13:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-11,10-7,9-8:2x4 SPF-S 1650F 1.6E, 11-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 2-15, 3-14, 6-11, 7-10, 8-9 REACTIONS (size)9=0-5-8, 21= Mechanical Max Horiz 21=-115 (LC 6) Max Grav 9=1889 (LC 23), 21=1478 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1956/0, 2-22=-1978/0, 3-22=-1906/0, 3-4=-1689/0, 4-23=-1686/0, 5-23=-1686/0, 5-24=-1686/0, 6-24=-1686/0, 6-25=-1293/15, 25-26=-1294/15, 7-26=-1296/15, 7-8=-778/70, 8-9=-1863/0, 18-21=-1478/0, 1-18=-1432/0 BOT CHORD 17-18=-126/248, 16-17=0/1861, 15-16=0/1861, 14-15=0/1469, 13-14=0/121, 4-14=-640/19, 12-13=0/45, 11-12=0/45, 10-11=0/550, 9-10=-98/112 WEBS 2-17=-628/17, 2-15=-720/0, 3-15=0/493, 3-14=-103/546, 11-14=0/1306, 6-14=0/696, 6-11=-1488/0, 7-11=0/1479, 7-10=-1258/0, 8-10=0/1483, 1-17=0/1954 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 (2); 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 metal plate or equivalent at bearing(s) 21 to support reaction shown. 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 WF65 TQ I46011421G15Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:02 Page: 1 ID:C8fkCtDZQR?T?LcvjJ5AMdzO9LN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 =2x8 =4x6 =4x9 =6x6 =3x6 =MT18HS 5x10 =3x4 =6x8 =2x4 =2x8 =3x8 =3x6 =3x6 =6x8 =6x8 =5x6 =4x6 =3x4 13 12 11 10 9 1918 17 16 15 14 1 2 20 8 3 724232145226 4-4-10 17-4-4 6-11-7 24-3-11 5-6-1 5-6-1 7-1-3 31 -4-14 7-5-9 12-11-10 3-9-2 35-2-0 0-3-8 0-3-8 0-10 -14 13 -1-6 3-10-14 35-2-0 4-1-2 17-2-8 5-0-13 5-4-5 6-10 -3 12-2-8 6-11-7 31-3-2 7-1-3 24-3-1112-6-02-7-49-4-62-0-04-5-46-3-66-2-1012-6-01-10-21-10-20-1-142-0-0Scale = 1:79.6 Plate Offsets (X, Y):[2:0-4-0,0-1-12], [3:0-8-0,0-1-12], [7:0-6-4,0-2-0], [8:0-3-0,0-1-8], [9:Edge,0-1-8], [14:0-2-12,0-2-12], [17:0-3-8,0-2-0], [18:0-4-8,0-1-0] 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 0.89 Vert(LL)-0.14 4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.24 15-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horz(CT)0.09 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 237 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x6 SPF No.2, 5-7:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 4-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-11,10-7,9-8:2x4 SPF-S 1650F 1.6E, 11-7:2x4 SPF No.2, 1-19:2x4 SP No.1 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 2-15, 3-14, 6-11, 7-10, 8-9 REACTIONS (size)9=0-5-8, 19= Mechanical Max Horiz 19=-139 (LC 6) Max Grav 9=1889 (LC 24), 19=1476 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1958/0, 2-20=-1978/0, 3-20=-1905/0, 3-4=-1689/0, 4-21=-1687/0, 5-21=-1687/0, 5-22=-1687/0, 6-22=-1687/0, 6-23=-1293/16, 23-24=-1294/16, 7-24=-1296/15, 7-8=-778/70, 8-9=-1863/0, 18-19=-1329/0, 1-18=-1434/0 BOT CHORD 17-18=-101/198, 16-17=0/1862, 15-16=0/1862, 14-15=0/1468, 13-14=0/121, 4-14=-640/19, 12-13=0/45, 11-12=0/45, 10-11=0/550, 9-10=-98/112 WEBS 2-17=-622/14, 2-15=-721/0, 3-15=0/492, 3-14=-102/546, 11-14=0/1306, 6-14=0/696, 6-11=-1488/0, 7-11=0/1479, 7-10=-1258/0, 8-10=0/1483, 1-17=0/1963 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 (2); 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)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 WF65 TQ I46011422G16Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:03 Page: 1 ID:pXnIpoS_5zAM4dgGVyPKqQzO9IV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 =3x4 =5x6 =4x9 =6x6 =3x6 =MT18HS 5x10 =3x4 =6x8 =2x4 =2x8 =3x8 =3x6 =3x6 =6x8 =6x8 =5x6 =4x6 =3x4 13 12 11 10 9 18 17 16 15 14 1 2 19 8 3 723224205216 4-4-10 17-4-4 3-9-2 35-2-0 5-6-1 5-6-1 6-11-7 24 -3-11 7-1-3 31-4-14 7-5-9 12-11-10 3-10-14 35 -2-0 4-1-2 17-2-8 5-4-5 5-4-5 6-11-7 31-3-2 7-1-3 24-3-11 7-9-1 13-1-612-6-02-5-69-4-62-0-02-0-04-3-66-3-66-2-1012-6-0Scale = 1:79.6 Plate Offsets (X, Y):[2:0-4-0,0-1-12], [3:0-8-0,0-1-12], [7:0-6-4,0-2-0], [8:0-3-0,0-1-8], [9:Edge,0-1-8], [14:0-2-12,0-2-12], [17:0-3-8,0-2-0] 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 0.89 Vert(LL)-0.14 4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.24 15-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.07 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 236 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x6 SPF No.2, 5-7:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 4-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-11,10-7,9-8:2x4 SPF-S 1650F 1.6E, 11-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 2-15, 3-14, 6-11, 7-10, 8-9 REACTIONS (size)9=0-5-8, 18= Mechanical Max Horiz 18=-146 (LC 6) Max Grav 9=1889 (LC 23), 18=1478 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1956/0, 2-19=-1978/0, 3-19=-1906/0, 3-4=-1689/0, 4-20=-1686/0, 5-20=-1686/0, 5-21=-1686/0, 6-21=-1686/0, 6-22=-1293/16, 22-23=-1294/16, 7-23=-1296/16, 7-8=-779/70, 8-9=-1863/0, 1-18=-1433/0 BOT CHORD 17-18=-89/181, 16-17=0/1862, 15-16=0/1862, 14-15=0/1469, 13-14=0/121, 4-14=-640/19, 12-13=0/45, 11-12=0/45, 10-11=0/550, 9-10=-98/112 WEBS 2-17=-628/13, 2-15=-721/0, 3-15=0/493, 3-14=-103/546, 11-14=0/1306, 6-14=0/696, 6-11=-1488/0, 7-11=0/1479, 7-10=-1258/0, 8-10=0/1483, 1-17=0/1957 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 (2); 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)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 WF65 TQ I46011423G17Piggyback Base 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:04 Page: 1 ID:u2LXNosNYwwmcc7ls1?m35zO9Gg-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 =3x4 =5x6 =4x9 =6x6 =3x6 =MT18HS 8x14 =3x4 =6x8 =2x4 =2x4 =4x9 =MT18HS 10x12 =3x6 =3x8 =3x6 =5x6 =5x6 =3x6 13 12 11 10 9 818 17 16 15 14 25 1 2 71924 6 3 20 52123224 4-4-10 17-4-4 4-8-2 22-0-6 5-6-1 5-6-1 6-5-1 28-5-7 6-8-9 35-2-0 7-5-9 12-11-10 4-1-2 17-2-8 4-8-2 21-10-10 5-4-5 5-4-5 6-6-13 28-5-7 6-8-9 35-2-0 7-9-1 13-1-612-6-02-5-61-6-102-0-02-0-04-3-66-3-66-2-1012-6-0Scale = 1:79.6 Plate Offsets (X, Y):[2:0-4-0,0-1-12], [3:0-1-12,0-6-0], [5:0-10-4,0-2-0], [8:0-2-12,0-1-8], [9:Edge,0-1-8], [14:0-2-8,0-2-8], [17:0-3-8,0-2-0] 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 0.92 Vert(LL)-0.10 15-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.24 15-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.07 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 211 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-13:2x4 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 (4-6-1 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 2-15, 3-14, 5-12, 7-12 REACTIONS (size)9=0-5-8, 18= Mechanical Max Horiz 18=-33 (LC 16) Max Grav 9=1808 (LC 24), 18=1569 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2103/0, 2-19=-2036/0, 3-19=-1762/0, 3-20=-1391/0, 20-21=-1390/0, 4-21=-1389/0, 4-22=-1388/0, 22-23=-1388/0, 5-23=-1388/0, 5-6=-1498/0, 6-24=-1726/0, 7-24=-1769/0, 7-25=-1762/0, 8-25=-2099/0, 8-9=-1744/0, 1-18=-1524/0 BOT CHORD 17-18=-28/65, 16-17=0/2010, 15-16=0/2010, 14-15=0/1360, 13-14=0/69, 4-14=-559/12, 12-13=0/21, 11-12=0/1513, 10-11=0/1513, 9-10=0/135 WEBS 2-17=-692/13, 2-15=-739/0, 3-15=0/490, 3-14=-62/331, 12-14=0/1234, 5-14=0/823, 5-12=-233/82, 7-12=-527/48, 7-10=-147/125, 8-10=0/1406, 1-17=0/2125 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 (2); 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)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 WF65 TQ I46011424G18Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:06 Page: 1 ID:M2UBHaV?IuTOrb5luxxyA3zO9Fs-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 =2x4 =5x6 =4x9 =6x6 =3x6 =MT18HS 8x14 =3x4 =6x8 =2x4 =2x4 =4x9 =MT18HS 10x12 =3x6 =3x8 =3x6 =5x6 =5x6 =3x6 13 12 11 10 9 81918 17 16 15 14 26 1 2 72025 6 3 21 52224234 4-4-10 17-4-4 4-8-2 22 -0-6 5-6-1 5-6-1 6-5-1 28-5-7 6-8-9 35-2-0 7-5-9 12-11-10 0-3-8 0-3-8 0-10 -14 13 -1-6 4-1-2 17-2-8 4-8-2 21-10-10 5-0-13 5-4-5 6-6-13 28-5-7 6-8-9 35-2-0 6-10 -3 12-2-812-6-02-8-121-6-102-0-24-6-126-3-66-2-1012-6-01-8-101-8-100-3-82-0-2Scale = 1:79.6 Plate Offsets (X, Y):[2:0-4-0,0-1-12], [3:0-1-12,0-6-0], [5:0-10-4,0-2-0], [8:0-2-12,0-1-8], [9:Edge,0-1-8], [14:0-2-8,0-2-8], [17:0-3-8,0-2-0] 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 0.92 Vert(LL)-0.10 15-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.24 15-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.08 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 212 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-13:2x4 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 (4-6-1 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 2-15, 3-14, 5-12, 7-12 REACTIONS (size)9=0-5-8, 19= Mechanical Max Horiz 19=26 (LC 15) Max Grav 9=1808 (LC 24), 19=1569 (LC 24) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2108/0, 2-20=-2038/0, 3-20=-1763/0, 3-21=-1392/0, 21-22=-1391/0, 4-22=-1390/0, 4-23=-1389/0, 23-24=-1389/0, 5-24=-1389/0, 5-6=-1498/0, 6-25=-1726/0, 7-25=-1769/0, 7-26=-1762/0, 8-26=-2099/0, 8-9=-1744/0, 18-19=-1569/0, 1-18=-1522/0 BOT CHORD 17-18=-32/69, 16-17=0/2015, 15-16=0/2015, 14-15=0/1361, 13-14=0/69, 4-14=-559/12, 12-13=0/21, 11-12=0/1513, 10-11=0/1513, 9-10=0/135 WEBS 2-17=-691/15, 2-15=-743/0, 3-15=0/491, 3-14=-62/331, 12-14=0/1235, 5-14=0/826, 5-12=-236/80, 7-12=-527/48, 7-10=-147/125, 8-10=0/1406, 1-17=0/2126 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 (2); 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 metal plate or equivalent at bearing(s) 19 to support reaction shown. 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 WF65 TQ I46011425G19Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:07 Page: 1 ID:eNVrqU5w6S06cOt1MXHrFvzO9BC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 =4x6 =4x6 =4x9 =3x4 =8x8 =5x9 =8x8 =3x4 =3x6 =5x9 =3x4 =3x6 =4x6 =3x8 =5x6 14 13 12 11 10 9 824 717 16 15 3116 2 52530 3 26 27 28 29 4 5-6-1 5-6-1 6-8-9 35-2-0 6-5-1 28-5-7 9-0-12 22 -0-6 7-5-9 12-11-10 0-1-12 17-0-4 0-8-14 12 -8-2 1-0-2 22 -2-2 0-3-8 0-3-8 1-0-13 5-4-5 0-1-12 12 -9-14 0-1-12 11-11-4 2-11-3 8-3-8 3-6-0 11-9-8 4-0-0 4-3-8 4-0-10 16-10-8 4-1-12 21 -2-0 6-3-5 28-5-7 6-8-9 35-2-012-6-03-8-121-6-102-0-05-6-126-3-66-2-1012-6-00-8-100-8-101-3-62-0-0Scale = 1:84.3 Plate Offsets (X, Y):[3:0-6-0,0-3-12], [4:0-4-8,0-2-3], [7:0-2-12,0-1-8], [24:0-5-8,0-2-0] 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 0.89 Vert(LL)-0.11 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.23 15-16 >876 180 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.03 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 230 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x6 SPF No.2, 3-4:2x6 SP No.1 BOT CHORD 2x4 SPF No.2 *Except* 24-18:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 12-3,12-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-4 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 3-12, 4-12, 5-10 JOINTS 1 Brace at Jt(s): 16 REACTIONS (size)8=0-5-8, 12=0-3-8, 24= Mechanical Max Horiz 24=43 (LC 6) Max Uplift 8=-29 (LC 17), 24=-36 (LC 17) Max Grav 8=794 (LC 25), 12=2110 (LC 25), 24=579 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-642/86, 2-25=-325/162, 3-25=-184/282, 3-26=-78/336, 26-27=-78/336, 27-28=-78/337, 28-29=-78/337, 4-29=-78/338, 4-30=-385/210, 5-30=-419/161, 5-6=-530/106, 6-31=-698/78, 7-31=-828/78, 7-8=-734/63, 17-24=-579/36, 1-17=-541/54 BOT CHORD 16-17=-43/61, 15-16=0/546, 13-14=0/0, 12-13=-4/5, 11-12=-56/139, 10-11=-56/139, 9-10=0/536, 8-9=0/123 WEBS 2-16=-75/174, 2-15=-614/2, 13-15=0/108, 3-15=0/415, 3-12=-1059/0, 4-12=-1076/0, 4-10=0/599, 5-10=-673/22, 5-9=0/248, 7-9=-6/422, 1-16=-58/596 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 (2); 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 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)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 8 and 36 lb uplift at joint 24. 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 WF65 TQ I46011426G20Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:09 Page: 1 ID:?aismR9YM4?9bE57eXF5WLzO93O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =MT18HS 6x12=5x9 =6x6 =3x6 =3x6 =10x10 =MT18HS 6x12 =3x10 =6x8 =8x8 =2x4 =6x8 =3x6 =6x6 =5x6 =6x8 =5x9 =5x6 =3x6 =3x6 =2x8 =5x6 =5x6 =6x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HHUS210 -2 23 24 25 26 22 27 21 28 20 19 18 17 16 1514 13 12 1 11 102 93 84567 7-1-9 27-2-12 7-1-9 34-4-6 7-1-9 20-1-3 6-7-9 6-7-9 6-4-1 12 -11-10 6-5-1 40-9-7 6-8-9 47-6-0 2-7-14 13-1-6 3-9-15 10-5-8 4-10-6 34-2-10 6-6-13 40 -9-7 6-7-9 6-7-9 6-8-9 47-6-0 6-11-13 20-1-3 9-3-1 29-4-41-8-51-6-1012-6-0Scale = 1:85.2 Plate Offsets (X, Y):[4:0-8-4,0-1-4], [8:0-7-4,0-2-0], [20:0-7-8,0-1-8], [21:0-5-0,0-7-8], [22:0-3-0,0-2-8] 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 0.68 Vert(LL)-0.10 20-21 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.20 20-21 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr NO WB 0.98 Horz(CT)0.02 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 830 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 4-6,8-9,6-8:2x4 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E *Except* 17-15,19-17:2x10 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 18-4,16-7:2x4 SPF-S 1650F 1.6E, 18-7,16-8:2x4 SPF No.2, 23-1:2x6 SPF No.2 SLIDER Right 2x8 SP No.2 -- 4-6-6 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18,14-16. WEBS 1 Row at midpt 4-18, 7-16, 8-16 REACTIONS (size)12=0-5-8, 16=0-3-8, 23=0-3-8 Max Horiz 23=25 (LC 10) Max Uplift 12=-191 (LC 12) Max Grav 12=217 (LC 1), 16=5453 (LC 1), 23=6778 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-6874/0, 2-3=-6528/0, 3-4=-6429/0, 4-5=-2301/0, 5-6=-2301/0, 6-7=-2301/0, 7-8=0/717, 8-9=0/574, 9-10=0/421, 10-11=-117/325, 11-12=-167/278, 1-23=-5396/0 BOT CHORD 23-24=0/865, 24-25=0/865, 25-26=0/865, 22-26=0/865, 22-27=0/5189, 21-27=0/5189, 21-28=0/4113, 20-28=0/4113, 19-20=0/4155, 18-19=0/4155, 17-18=-85/82, 16-17=-85/82, 15-16=-410/0, 14-15=-410/0, 13-14=-161/43, 12-13=-161/43 WEBS 2-22=0/456, 2-21=-697/0, 4-20=0/3428, 4-18=-3731/0, 5-18=-439/35, 7-18=0/4309, 7-16=-4232/0, 8-16=-957/0, 8-14=-11/289, 10-14=-555/12, 10-13=0/359, 1-22=0/4419, 4-21=0/3623 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: 2x10 - 2 rows staggered at 0-2-0 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 (2); 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)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 191 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. 11)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-7-8 from the left end to 10-7-8 to connect truss(es) to back face of bottom chord. 12)Use Simpson Strong-Tie HHUS210-2 (30-10d Girder, 10-10d Truss) or equivalent at 12-2-8 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-8=-60, 8-12=-60, 12-23=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF65 TQ I46011427G21Piggyback Base Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:11 Page: 1 ID:R7BhePSkdSxCNRdenRfeDQzO90Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 22=-592 (B), 21=-592 (B), 24=-593 (B), 25=-592 (B), 26=-592 (B), 27=-592 (B), 28=-5097 (B) Job Truss Truss Type Qty Ply WF65 TQ I46011427G21Piggyback Base Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:11 Page: 2 ID:R7BhePSkdSxCNRdenRfeDQzO90Q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x9 =4x6 =5x6 =5x9 =2x4 =8x8 =8x8 =5x6 =8x8 =3x8 =4x6 =5x6 =3x4 24 23 22 21 20 19 18 17 16 15 14 13 1 122 25 34 26 33 3 11324 10 6 28 7275 8 29 30 31 9 0-9-8 25-3-10 1-4-4 -1-4-4 5-10 -8 24-6-2 6-2-0 18-7-10 6-1-1 12-5-10 6-8-9 47-6-0 6-5-1 40-9-7 9-0-12 34-4-6 6-4-9 6-4-9 4-8-6 29-4-4 5-1-14 34 -6-2 5-11-5 12-3-14 6-0-4 24-7-14 6-3-5 40-9-7 6-3-12 18-7-10 6-4-9 6-4-9 6-8-9 47-6-012-6-01-8-51-6-100-0-130-2-211-10-111-10-10-0-1311-10-140-2-212-1-00-5-012-6-0Scale = 1:88.1 Plate Offsets (X, Y):[2:0-3-8,Edge], [5:0-3-0,0-2-1], [8:0-3-12,0-4-12], [9:Edge,0-3-8], [12:0-2-12,0-1-8] 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 0.85 Vert(LL)-0.06 20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.11 20-22 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT)0.02 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 318 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-8:2x6 SPF No.2, 8-9:2x8 SP No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-16:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 20-5,20-7,17-9:2x4 SPF No.2, 8-17:2x4 SPF- S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-7 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,15-17. WEBS 1 Row at midpt 3-22, 5-20, 6-20, 7-18, 11-15, 8-17, 9-17 REACTIONS (size)13=0-5-8, 17=0-3-8, 24=0-3-8 Max Horiz 24=20 (LC 16) Max Grav 13=750 (LC 27), 17=2910 (LC 26), 24=1396 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-25=-1422/0, 25-26=-1275/0, 3-26=-1102/0, 3-4=-1087/0, 4-5=-1002/28, 5-27=-791/51, 6-27=-791/50, 6-28=-787/50, 7-28=-787/50, 7-8=-60/183, 8-29=0/403, 29-30=0/403, 30-31=0/404, 9-31=0/405, 9-10=-133/165, 10-32=-332/62, 11-32=-372/57, 11-33=-483/13, 33-34=-642/0, 12-34=-772/0, 2-24=-1336/0, 12-13=-689/0 BOT CHORD 23-24=-9/134, 22-23=0/980, 21-22=0/752, 20-21=0/752, 19-20=-28/298, 18-19=-28/298, 17-18=-57/254, 16-17=-106/96, 15-16=-106/96, 14-15=0/495, 13-14=0/123 WEBS 3-23=-77/138, 3-22=-532/46, 5-22=0/517, 5-20=-459/32, 6-20=-825/27, 7-20=0/1039, 7-18=-692/0, 9-15=0/603, 11-15=-679/33, 11-14=0/255, 2-23=0/869, 12-14=0/409, 8-18=0/789, 8-17=-2027/0, 9-17=-1126/0 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 (2); 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 14.0 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 3x6 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)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 WF65 TQ I46011428G22Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:12 Page: 1 ID:YDgIrtHFJEm0MvhP5O1ETLzO8bX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x6 =5x6 =4x9 =2x4 =5x9 =2x4 =4x6 =6x8 =5x6 =6x6 =3x8 =4x6 =5x6 =3x4 25 24 23 22 21 20 19 18 17 16 15 14 13 1 122 26 35 27 343 11334 10 628 295 7 98303132 1-4-4 -1-4-4 2-10-13 25-3-10 6-2-0 22-4-13 6-2-0 16-2-13 4-10 -11 10-0-13 5-2-3 5-2-3 6-8-9 47-6-0 6-5-1 40 -9-7 9-0-12 34-4-6 2-7-5 25-1-14 4-2-6 29-4-4 4-8-15 9-11-1 5-1-14 34-6-2 5-2-3 5-2-3 6-3-5 40 -9-7 6-3-12 22-6-9 6-3-12 16 -2-13 6-8-9 47-6-012-6-01-8-51-6-100-2-29-10-149-10-140-2-210-1-02-5-012-6-0Scale = 1:87 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [5:0-3-0,0-2-1], [7:0-5-4,0-1-12], [8:0-4-0,0-2-10], [12:0-2-12,0-1-8] 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 0.97 Vert(LL)-0.07 19-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.14 19-21 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.02 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 318 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-9:2x6 SP No.1 BOT CHORD 2x4 SP 2400F 2.0E *Except* 22-20:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 17-8:2x4 SPF-S 1650F 1.6E, 17-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-7, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 6-21, 7-18, 8-17, 9-17, 11-15 REACTIONS (size)13=0-5-8, 17=0-3-8, 25=0-3-8 Max Horiz 25=20 (LC 16) Max Grav 13=671 (LC 27), 17=3095 (LC 26), 25=1377 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-26=-1319/0, 26-27=-1143/0, 3-27=-1007/0, 3-4=-1071/0, 4-5=-990/2, 5-28=-892/17, 6-28=-893/16, 6-29=-893/16, 7-29=-889/17, 7-8=-58/250, 8-30=0/636, 30-31=0/636, 31-32=0/636, 9-32=0/636, 9-10=-46/313, 10-33=-245/195, 11-33=-285/181, 11-34=-405/67, 34-35=-562/0, 12-35=-673/0, 2-25=-1323/0, 12-13=-611/0 BOT CHORD 24-25=-15/109, 23-24=0/878, 22-23=0/789, 21-22=0/789, 20-21=0/353, 19-20=0/353, 18-19=0/355, 17-18=-185/101, 16-17=-258/95, 15-16=-258/95, 14-15=0/435, 13-14=0/123 WEBS 3-24=-136/56, 3-23=-375/46, 5-23=0/400, 5-21=-249/185, 6-21=-866/29, 7-21=0/997, 7-19=0/207, 7-18=-1283/0, 8-18=0/1241, 8-17=-1974/0, 9-17=-1225/0, 9-15=0/605, 11-15=-694/34, 11-14=0/273, 2-24=0/802, 12-14=-68/349 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 (2); 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 14.0 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 3x6 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)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 WF65 TQ I46011429G23Piggyback Base 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:13 Page: 1 ID:2O1NIAYB2?SKvo3X6sPJ5_zO8Yb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =6x12 =4x6 =8x16 =3x6 =4x9 =2x4 =7x12 =2x4 =3x6 =3x6 =6x8 =5x6 =8x8 =3x6 =3x6 =3x6 =3x6 =4x6 =5x6 =3x4 22 21 20 19 18 17 16 15 14 13 12 11 1 102 23 32 31 9 4262524 53 30 8 6 27 28 29 7 1-4-4 -1-4-4 6-2-0 13-10-0 6-2-0 20 -0-0 7-6-12 33-7-6 6-0-10 26-0-10 7-1-1 47-6-0 6-9-9 40-4-15 7-8-0 7-8-0 3-5-6 29 -4-4 4-4-14 33 -9-2 5-9-2 25-10-14 6-3-12 20 -1-12 6-3-12 13-10-0 6-7-13 40-4-15 7-1-1 47-6-0 7-6-4 7-6-413-1-81-8-51-6-100-2-20-2-27-10-147-10-140-2-28-1-04-10-612-11-60-2-213-1-8Scale = 1:86.7 Plate Offsets (X, Y):[2:0-5-12,0-1-8], [3:0-1-9,Edge], [5:0-4-4,0-4-0], [7:0-1-9,Edge], [10:0-2-12,0-1-8] 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 0.95 Vert(LL)-0.07 21-22 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.15 21-22 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.02 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 296 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 1-3:2x4 SPF-S 1650F 1.6E, 7-8,8-10:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-13:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 *Except* 16-6,14-7:2x4 SPF No.2, 15-6,15-7:2x4 SPF-S 1650F 1.6E, 22-2:2x6 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.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 4-19, 5-16, 6-15, 7-15, 9-14 REACTIONS (size)11=0-5-8, 15=0-3-8, 22=0-3-8 Max Horiz 22=22 (LC 16) Max Grav 11=621 (LC 35), 15=3001 (LC 26), 22=1362 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/118, 2-23=-1189/0, 3-23=-1107/0, 3-24=-1119/0, 24-25=-1126/0, 4-25=-1127/0, 4-26=-1123/0, 5-26=-1122/0, 5-6=-29/451, 6-27=0/667, 27-28=0/669, 28-29=0/671, 7-29=0/672, 7-8=0/448, 8-30=-88/329, 9-30=-222/324, 9-31=-363/175, 31-32=-489/107, 10-32=-627/96, 2-22=-1292/0, 10-11=-558/3 BOT CHORD 21-22=-29/357, 20-21=0/857, 19-20=0/857, 18-19=0/580, 17-18=0/583, 16-17=0/583, 15-16=-282/84, 14-15=-360/83, 13-14=-74/400, 12-13=-74/400, 11-12=0/122 WEBS 3-21=-11/212, 3-19=-53/417, 4-19=-869/19, 5-19=0/854, 5-18=0/256, 5-16=-1259/0, 6-16=0/1047, 6-15=-1842/0, 7-15=-1288/0, 7-14=0/633, 9-14=-740/32, 9-12=0/298, 2-21=0/751, 10-12=-146/309 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 Exterior (2); 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 14.0 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)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 WF65 TQ I46011430G24Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:14 Page: 1 ID:E7M50ow3RjhIzACFE5xpApzO8Wq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 =3x4 =6x10 =5x6 =3x8 =2x4 =6x8 =2x4 =6x8 =5x6 =2x4 =4x9 =5x6 =6x6 =3x4 26 25 24 23 22 21 20 19 18 1716 15 14 1 1327212 33 32 4 29 5283 3111 6 10 8 307 9 1-4-4 -1-4-4 1-4-4 48-8-4 3-11-15 19-2-6 4-11-10 10-2-13 4-11-10 15-2-7 5-8-7 29-4-4 4-5-7 23 -7-13 6-7-15 36-0-3 5-6-3 41-6-5 5-3-4 5-3-4 5-9-11 47-4-0 3-8-7 19 -0-10 4-5-7 23-6-1 5-1-6 15-4-3 5-1-6 10-2-13 5-1-8 5-1-8 5-4-7 41-6-5 5-9-11 47-4-0 5-10 -3 29-4-4 6-9-11 36-1-1511-1-81-8-50-2-20-2-25-10-145-10-140-2-26-1-01-4-07-5-03-6-610-11-60-2-211-1-8Scale = 1:87.3 Plate Offsets (X, Y):[2:0-3-4,0-1-8], [3:0-3-0,0-2-1], [5:0-2-12,0-3-0], [7:0-3-0,0-2-1], [9:0-3-0,0-2-1], [12:0-2-12,0-1-8] 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 0.88 Vert(LL)-0.07 22-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.13 22-24 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT)0.02 18 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 280 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6:2x6 SPF No.2, 7-9:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 20-17:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 *Except* 18-7:2x4 SPF-S 1650F 1.6E, 18-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-14 max.): 3-5, 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 7-18, 8-18, 9-18, 11-16 REACTIONS (size)14=0-3-8, 18=0-3-8, 26=0-3-8 Max Grav 14=703 (LC 36), 18=3279 (LC 25), 26=1230 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=0/58, 2-27=0/112, 2-3=-1100/0, 3-28=-1233/0, 4-28=-1238/0, 4-29=-1236/0, 5-29=-1234/0, 5-6=-529/15, 6-7=-57/273, 7-8=0/859, 8-30=0/852, 9-30=0/859, 9-10=-27/427, 10-11=-242/326, 11-31=-277/209, 31-32=-316/202, 32-33=-493/145, 12-33=-590/104, 12-13=0/96, 2-26=-1182/0, 12-14=-650/9 BOT CHORD 25-26=-12/120, 24-25=0/814, 23-24=0/957, 22-23=0/957, 21-22=0/959, 20-21=0/434, 19-20=0/434, 18-19=-185/102, 17-18=-297/93, 16-17=-297/93, 15-16=-113/364, 14-15=-13/117 WEBS 3-25=-124/85, 5-22=0/177, 5-21=-1035/0, 6-21=0/933, 6-19=-1002/0, 7-19=0/947, 7-18=-1546/0, 8-18=-836/30, 9-18=-1276/0, 9-16=0/575, 11-16=-613/32, 11-15=0/234, 2-25=0/807, 12-15=-155/294, 5-24=0/419, 3-24=0/637, 4-24=-692/20 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 (2); 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 14.0 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 3x6 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)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 WF65 TQ I46011431G25Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:15 Page: 1 ID:Bs7_HYzeySfyvXMzqt?DB9zO8VT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 =3x4 =4x6 =3x6 =5x6 =4x9 =2x4 =6x8 =2x4 =3x6 =3x6 =4x6 =3x6 =6x6 =5x9 =5x6 =3x6 =5x6 =4x6 =4x6 =4x6 =3x6 =5x6 =4x9 =4x6 =3x6 =3x4 28 27 26 25 24 23 22 21 20 19 18 17 16 151 142 4 2953 30 34 136 31 7 9 33 10 11328 12 1-4-4 48-8-4 1-4-4 -1-4-4 2-0-10 21-3-0 3-2-0 6-0-7 3-2-0 9-2-7 2-10 -7 2-10 -7 5-0-0 14-2-7 5-0-0 19-2-6 5-8-1 26-11-1 5-8-1 38-4-15 5-9-13 32-8-14 4-5-11 42-10-10 4-5-5 47-4-0 2-0-10 21-1-4 2-8-11 2-8-11 3-3-12 9-4-3 3-3-12 6-0-7 4-10-4 19 -0-10 4-10-4 14 -2-7 8-3-0 29 -4-4 8-9-4 47 -4-0 9-2-8 38-6-119-1-81-8-50-2-20-2-23-10-143-10-140-2-24-1-03-4-07-5-01-6-68-11-60-2-29-1-8Scale = 1:86.3 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [3:0-3-0,0-2-1], [5:0-2-12,0-3-0], [8:0-3-0,0-2-1], [12:0-3-0,0-2-1] 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 0.46 Vert(LL)-0.12 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.52 Vert(CT)-0.24 16-17 >878 180 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horz(CT)0.03 19 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 279 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,8-10,10-12:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-18:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 3-5, 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 8-21, 12-17, 6-22, 9-19, 11-19 REACTIONS (size)16=0-3-8, 19=0-3-8, 28=0-3-8 Max Grav 16=802 (LC 36), 19=3116 (LC 25), 28=1261 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-937/0, 3-4=-1359/0, 4-29=-1357/0, 5-29=-1354/0, 5-30=-1353/0, 6-30=-1347/0, 6-31=-696/4, 7-31=-569/22, 7-8=-430/62, 8-32=-314/56, 9-32=-320/55, 9-33=0/936, 10-33=0/936, 10-11=0/936, 11-12=-174/141, 12-13=-392/226, 13-34=-84/99, 14-34=-241/45, 14-15=0/112, 2-28=-1238/0, 14-16=-447/43 BOT CHORD 27-28=-31/17, 26-27=0/720, 25-26=0/1600, 24-25=0/1603, 23-24=0/1603, 22-23=0/1230, 21-22=0/559, 20-21=-540/32, 19-20=-540/32, 18-19=-547/32, 17-18=-547/32, 16-17=-48/381 WEBS 3-27=-338/0, 5-25=0/159, 7-22=0/745, 7-21=-1123/0, 8-21=-97/78, 12-17=-332/0, 2-27=0/810, 13-17=-375/61, 13-16=-466/135, 6-22=-978/0, 6-23=0/525, 5-23=-699/0, 5-26=-602/0, 3-26=0/973, 4-26=-466/11, 9-19=-1721/0, 9-21=0/1435, 11-19=-1370/0, 11-17=0/967 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 (2); 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 14.0 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)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 WF65 TQ I46011432G26Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:16 Page: 1 ID:ggrwumDEh5dLmMkmM?LNstzO8Ts-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 412 =3x4 =4x6 =6x6 =4x12 =4x6 =4x6 =4x6 =4x9 =5x6 =4x6 =4x6 =4x6 =4x6 =6x8 =5x6 =4x6 =3x4 27 26 25 24 23 22 21 20 19 18 17 16 15 14123 28 4 29 3630 5 136 35831329103334711 12 1-4-4 48 -8-4 1-5-8 3-2-7 1-5-14 1-8-15 0-3-1 0-3-1 2-6-8 38-3-4 5-2-2 29-4-4 5-0-8 8-2-15 5-0-8 13-3-7 5-0-8 18-3-15 5-10-3 24-2-2 4-6-6 42-9-10 6-4-7 35-8-11 4-6-6 47-4-0 3-4-3 3-4-3 5-2-2 29-4-4 5-6-2 41 -4-10 5-11-6 47-4-0 5-11-15 24-2-2 6-6-4 35-10-7 7-5-0 18-2-3 7-5-0 10-9-39-2-150-3-81-8-50-2-20-2-21-10-141-10-140-2-22-1-04-10-66-11-60-2-27-1-82-1-79-2-15Scale = 1:86.5 Plate Offsets (X, Y):[11:0-4-0,0-1-14] 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 0.49 Vert(LL)-0.10 25 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.20 25-26 >999 180 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horz(CT)0.04 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 279 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 *Except* 11-12,12-15:2x4 SPF No.2 BOT CHORD 2x4 SP No.1 *Except* 24-22:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-5 max.): 1-3, 7-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 11-20, 12-18, 10-20 REACTIONS (size)16=0-3-8, 20=0-3-8, 27=0-3-8 Max Horiz 27=-20 (LC 15) Max Grav 16=849 (LC 10), 20=2712 (LC 24), 27=1196 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-36/15, 2-3=-2237/0, 3-28=-2333/0, 4-28=-2253/0, 4-29=-2062/0, 29-30=-1994/0, 5-30=-1985/0, 5-6=-1052/0, 6-7=-967/0, 7-8=-925/0, 8-31=-325/31, 31-32=-325/31, 9-32=-325/31, 9-10=-325/31, 10-33=0/741, 33-34=0/741, 11-34=0/744, 11-12=-249/184, 12-35=-532/67, 13-35=-739/35, 13-36=-67/109, 14-36=-149/60, 14-15=0/96, 1-27=-94/1, 14-16=-243/53 BOT CHORD 26-27=0/1189, 25-26=0/2170, 24-25=0/1613, 23-24=0/1613, 22-23=0/325, 21-22=0/325, 20-21=-744/16, 19-20=-132/172, 18-19=-132/172, 17-18=-19/256, 16-17=0/507 WEBS 3-26=-884/0, 7-23=-87/96, 11-20=-1024/0, 11-18=0/500, 12-18=-398/0, 12-17=-6/469, 8-21=-1064/0, 8-23=0/1164, 10-21=0/1473, 10-20=-1921/0, 4-25=-479/28, 4-26=-76/159, 5-25=0/607, 5-23=-991/0, 13-17=-345/80, 13-16=-722/0, 2-27=-1612/0, 2-26=0/1445 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 (2); 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 3x6 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)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 WF65 TQ I46011433G27Roof Special 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:17 Page: 1 ID:Kck0plblr7?ARuRg1xO6UwzO8S4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 =4x9 =2x4 =3x6 =3x6 =4x9 =5x6 =3x6 =3x6 =3x6 =2x4 =6x12 =5x6 =4x9 =3x4NAILED NAILED NAILED NAILED NAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILED NAILED NAILEDNAILED NAILED NAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED 2 44 45 4624 47 48 4923 22 50 51 52 21 53 2054 55 56 19 18 17 16 15 141 25 1332627454328297333435368379383932403130106124142 11 1-4-4 -1-4-4 1-4-4 48-8-4 4-6-8 42 -9-12 4-11-5 38 -3-4 6-0-3 12-3-15 4-6-4 47-4-0 6-3-11 6-3-11 7-0-0 26 -3-15 7-0-0 33-3-15 7-0-0 19 -3-15 3-9-15 33 -2-3 5-1-1 38 -3-4 5-10 -7 12-2-3 6-3-11 6-3-11 8-6-2 29-4-4 8-7-14 20-10 -1 9-0-12 47 -4-09-2-151-0-31-8-50-2-24-11-64-11-60-2-25-1-84-1-79-2-15Scale = 1:87.8 Plate Offsets (X, Y):[2:0-7-4,0-0-7], [10:0-6-0,0-1-14] 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 0.78 Vert(LL)-0.07 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.12 23-24 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.43 Horz(CT)0.02 19 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 482 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 -- 3-3-15 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.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=0-3-8, 15=0-3-8, 19=0-3-8 Max Horiz 2=-27 (LC 62) Max Uplift 2=-48 (LC 15), 15=-143 (LC 64), 19=-114 (LC 15) Max Grav 2=1644 (LC 33), 15=793 (LC 41), 19=3597 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-18/0, 2-25=-2999/113, 3-25=-2879/97, 3-26=-2885/105, 26-27=-2858/116, 4-27=-2783/117, 4-5=-2345/154, 5-28=-2301/163, 28-29=-2277/168, 6-29=-2240/163, 6-30=-2197/168, 30-31=-2199/168, 31-32=-2199/168, 7-32=-2203/168, 7-33=-1315/150, 33-34=-1315/150, 34-35=-1315/150, 35-36=-1315/150, 8-36=-1315/150, 8-37=-1315/150, 9-37=-1315/150, 9-38=-39/1850, 38-39=-39/1850, 39-40=-39/1852, 10-40=-39/1856, 10-41=-365/251, 11-41=-227/283, 11-42=-270/287, 12-42=-483/255, 12-43=-87/102, 13-43=-154/63, 13-14=0/96, 13-15=-252/56 BOT CHORD 2-44=-52/2649, 44-45=-52/2649, 45-46=-52/2649, 24-46=-52/2649, 24-47=-52/2649, 47-48=-52/2649, 48-49=-52/2649, 23-49=-52/2649, 22-23=-127/1645, 22-50=-127/1645, 50-51=-127/1645, 51-52=-127/1645, 21-52=-127/1645, 21-53=-545/21, 20-53=-545/21, 20-54=-545/21, 54-55=-545/21, 55-56=-545/21, 19-56=-545/21, 18-19=-1004/161, 17-18=-1004/160, 16-17=-1004/160, 15-16=-91/449 WEBS 4-24=0/210, 4-23=-801/0, 6-23=0/229, 7-23=0/851, 7-21=-1186/112, 9-21=-99/2171, 9-19=-2720/206, 10-19=-1393/0, 10-18=-23/39, 10-16=-20/1077, 11-16=-404/156, 12-16=-374/75, 12-15=-606/176 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 (2); 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 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)All plates are 4x6 MT20 unless otherwise indicated. 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 48 lb uplift at joint 2, 114 lb uplift at joint 19 and 143 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. Job Truss Truss Type Qty Ply WF65 TQ I46011434G28Roof Special Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:20 Page: 1 ID:5m72_RbAuJEwGS6LwfWvEIzO402-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)"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: 1-6=-60, 6-10=-60, 10-11=-60, 11-13=-60, 13-14=-60, 2-15=-20 Concentrated Loads (lb) Vert: 5=-57 (F), 22=-8 (F), 19=-16 (F), 25=-27 (F), 26=-62 (F), 27=-81 (F), 28=-25 (F), 29=-9 (F), 30=-9 (F), 31=-9 (F), 32=-9 (F), 33=-9 (F), 34=-9 (F), 36=-9 (F), 37=-9 (F), 39=-9 (F), 40=-24 (F), 44=-9 (F), 45=-41 (F), 46=-28 (F), 47=-28 (F), 48=-38 (F), 49=-8 (F), 50=-8 (F), 51=-8 (F), 52=-8 (F), 53=-8 (F), 54=-8 (F), 55=-8 (F), 56=-8 (F) Job Truss Truss Type Qty Ply WF65 TQ I46011434G28Roof Special Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:20 Page: 2 ID:5m72_RbAuJEwGS6LwfWvEIzO402-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =MT18HS 6x12 =4x9 =10x10 =6x6 =6x8 =10x10 =2x4 =6x8 =6x6 =10x10 =4x9 =MT18HS 6x12=2x8 HHUS28 -2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 14 13 12 1119 20 21 10 22 9 23 24 25 26 8 1 7 15 18 2 6 417163 5 4-2-11 4-2-11 5-6-6 14-0-0 5-6-6 19-6-6 4-2-15 23-9-5 4-2-15 8-5-10 4-2-11 28-0-0 5-8-2 14-0-0 5-8-2 19 -8-2 8-3-14 28-0-0 8-3-14 8-3-148-9-01-8-50-2-28-6-148-6-140-2-28-9-0Scale = 1:63.2 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-3-7,Edge], [5:0-3-7,Edge], [6:0-3-8,0-2-0], [9:0-3-8,0-7-0], [11:0-5-0,0-6-8], [13:0-3-8,0-7-0] 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 0.76 Vert(LL)-0.09 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.15 9-11 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.02 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 445 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)8=0-3-8, 14=0-3-8 Max Grav 8=5350 (LC 19), 14=3617 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=-537/0, 2-15=-371/0, 2-3=-4232/0, 3-16=-5079/0, 4-16=-5079/0, 4-17=-5079/0, 5-17=-5079/0, 5-6=-5413/0, 6-18=-614/0, 7-18=-775/0, 1-14=-476/0, 7-8=-636/0 BOT CHORD 13-14=0/2948, 12-13=0/3266, 11-12=0/3266, 11-19=0/4146, 19-20=0/4146, 20-21=0/4146, 10-21=0/4146, 10-22=0/4146, 9-22=0/4146, 9-23=0/3747, 23-24=0/3747, 24-25=0/3747, 25-26=0/3747, 8-26=0/3747 WEBS 3-13=-296/32, 3-11=0/3209, 4-11=-852/7, 5-11=0/1647, 5-9=0/1936, 2-14=-4020/0, 2-13=0/597, 6-9=0/770, 6-8=-4965/0 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: 2x10 - 5 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 (2); 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)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss 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)Use Simpson Strong-Tie HHUS28-2 (22-10d Girder, 4-10d Truss) or equivalent at 14-4-0 from the left end to connect truss(es) to front face of bottom chord. 12)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 14-11-12 from the left end to 26-11-12 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, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 8-14=-20 Concentrated Loads (lb) Vert: 19=-2820 (F), 20=-472 (F), 21=-472 (F), 22=-472 (F), 23=-472 (F), 24=-472 (F), 25=-472 (F), 26=-473 (F) Job Truss Truss Type Qty Ply WF65 TQ I46011435G29Hip Girder 1 2WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:21 Page: 1 ID:gyWZvy4sKSy9?pivGN4CXPzO9Zm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =3x4 =2x8 5 4 1 2 3 2-1-6 -2-1-6 3-0-8 3-0-8 3-0-83-10-61-11-03-10-6Scale = 1:27.9 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 0.93 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.01 4-5 >999 180 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: 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 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 (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=81 (LC 10) Max Uplift 3=-35 (LC 6), 4=-4 (LC 10) Max Grav 3=85 (LC 8), 4=50 (LC 3), 5=373 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-318/0, 1-2=0/122, 2-3=-69/41 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 (2); 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 16.3 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 capable of withstanding 35 lb uplift at joint 3 and 4 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 WF65 TQ I46011436J01Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:22 Page: 1 ID:fxiEl_CTEpgQye659L6d5uzOB70-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =3x4 =2x8 5 4 1 2 3 1-4-4 -1-4-4 2-0-8 2-0-8 2-0-83-11-81-11-03-11-8Scale = 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 0.42 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)-0.03 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 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=161 (LC 4) Max Uplift 3=-73 (LC 4), 4=-53 (LC 4), 5=-25 (LC 5) Max Grav 3=95 (LC 5), 4=49 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-213/12, 1-2=0/106, 2-3=-65/64 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 (2); 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 capable of withstanding 25 lb uplift at joint 5, 73 lb uplift at joint 3 and 53 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 WF65 TQ I46011437J02Jack-Open 9 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:22 Page: 1 ID:9qOgC5dnJC1xF5V5GSlu20zOA_A-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =2x4 =2x8 5 4 1 2 3 1-9-2 -1-9-2 3-5-0 3-5-0 0-0-5 0-0-5 3-4-11 3-5-03-10-91-8-53-10-9Scale = 1:30.3 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 0.65 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)-0.01 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: 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 3-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-15 Max Horiz 5=77 (LC 10) Max Uplift 3=-24 (LC 10) Max Grav 3=104 (LC 8), 4=58 (LC 3), 5=312 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-261/0, 1-2=0/103, 2-3=-67/47 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 (2); 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 16.3 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 capable of withstanding 24 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 WF65 TQ I46011438J03Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:22 Page: 1 ID:kbR0r8A1zaDy3czS0fFKeZzOAkW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x8 =2x4 =5x6 =3x6 =2x4 Special NAILED Special NAILED 8 7 10 6 5 1 2 493 1-5-9 3-6-11 1-4-4 -1-4-4 0-3-8 6-0-8 3-8-7 5-9-0 2-0-9 2-0-9 0-3-8 6-0-8 1-10-13 1-10-13 3-10-3 5-9-03-11-91-11-01-6-13-2-100-1-153-11-9Scale = 1:45.2 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [4:0-3-0,0-0-8] 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 0.63 Vert(LL)-0.12 6-7 >574 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(CT)-0.19 6-7 >355 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.37 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 3-4:2x4 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 (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 8=0-3-8 Max Horiz 8=82 (LC 15) Max Uplift 4=-22 (LC 15), 8=-6 (LC 14) Max Grav 4=253 (LC 20), 6=156 (LC 20), 8=511 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-390/9, 1-2=0/129, 2-3=-142/37, 3-9=-1/2, 4-9=-3/1 BOT CHORD 7-8=-9/2, 7-10=0/0, 6-10=0/0, 5-6=0/0 WEBS 3-7=-216/56, 4-6=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 (2); 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 to bearing plate capable of withstanding 6 lb uplift at joint 8 and 22 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 91 lb up at 2-0-9 on top chord, and 51 lb down and 30 lb up at 2-0-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 5-8=-20 Concentrated Loads (lb) Vert: 7=3 (F), 9=-11 (F), 10=-10 (F) Job Truss Truss Type Qty Ply WF65 TQ I46011439J04Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:23 Page: 1 ID:HxxUmQajBjNGXh?oS5L4UWzOAk?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 =5x6 7 6 5 1 2 43 1-4-4 -1-4-4 2-3-15 6-0-8 3-8-9 3-8-9 2-5-11 6-0-8 3-6-13 3-6-135-7-91-11-00-1-155-7-9Scale = 1:38.1 Plate Offsets (X, Y):[3:0-3-9,0-2-8] 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 0.54 Vert(LL)-0.16 6-7 >450 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.27 6-7 >255 180 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.42 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 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: 3-4. BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=109 (LC 15) Max Uplift 4=-5 (LC 15), 5=-13 (LC 15) Max Grav 4=138 (LC 16), 5=225 (LC 21), 7=580 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-429/18, 1-2=0/129, 2-3=-171/125, 3-4=-2/2 BOT CHORD 6-7=-95/69, 5-6=0/0 WEBS 2-6=-82/107, 3-6=-256/35 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 (2); 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 to bearing plate capable of withstanding 5 lb uplift at joint 4 and 13 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011440J05Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:23 Page: 1 ID:lx48hCCLxhxumgznV?GGbUzOAjB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =8x8 =4x6 =3x4 =3x6 6 5 1 2 7 43 1-4-4 -1-4-4 0-7-15 6-0-8 5-4-9 5-4-9 6-0-87-3-91-11-00-1-157-3-9Scale = 1:48 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-4-1,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 0.80 Vert(LL)-0.04 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.08 5-6 >870 180 TCDL 10.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.09 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 SPF Stud/ No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-2:2x4 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=136 (LC 15) Max Uplift 4=-38 (LC 15), 5=-9 (LC 15) Max Grav 4=242 (LC 21), 5=142 (LC 21), 6=611 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-538/0, 1-2=0/129, 2-7=-297/47, 3-7=-39/119, 3-4=-10/2 BOT CHORD 5-6=-125/339 WEBS 4-5=0/0, 2-5=-354/131 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 (2); 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)The Fabrication Tolerance at joint 2 = 0% 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 38 lb uplift at joint 4 and 9 lb uplift at joint 5. 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)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 WF65 TQ I46011441J06Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:24 Page: 1 ID:SafKzVinFSaS98iZj4n_tRyZ7yn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =4x6 =3x4 7 6 5 1 2 3 4 1-4-4 -1-4-4 3-0-0 3-0-0 3-0-8 6-0-8 0-4-9 6-0-8 5-8-0 5-8-07-11-81-11-07-11-8Scale = 1:46 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)-0.08 6-7 >866 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.17 6-7 >422 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 32 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=148 (LC 10) Max Uplift 4=-25 (LC 10), 5=-35 (LC 10) Max Grav 4=97 (LC 8), 5=212 (LC 8), 7=335 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-222/75, 1-2=0/106, 2-3=-70/99, 3-4=-74/58 BOT CHORD 6-7=-46/100, 5-6=0/0 WEBS 3-7=-167/49, 3-6=-188/86 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 (2); 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 capable of withstanding 25 lb uplift at joint 4 and 35 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011442J07Jack-Open 4 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:24 Page: 1 ID:SafKzVinFSaS98iZj4n_tRyZ7yn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 4 3 1 2 2-8-12 2-8-123-11-101-8-53-11-10Scale = 1:26.8 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 0.23 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.01 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.03 2 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 2-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 4=0-3-8 Max Horiz 4=-89 (LC 5) Max Uplift 2=-29 (LC 9), 3=-3 (LC 9) Max Grav 2=106 (LC 7), 3=52 (LC 5), 4=101 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-80/0, 1-2=-51/60 BOT CHORD 3-4=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 (2); 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 29 lb uplift at joint 2 and 3 lb uplift at joint 3. 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 WF65 TQ I46011443J08Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:25 Page: 1 ID:olN6Z4Z5QPFPvXQcuNqrxIzOAk0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 5 4 1 2 3 1-4-4 -1-4-4 2-8-11 2-8-11 2-8-113-11-91-8-53-11-9Scale = 1:27.7 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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 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: 11 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 2-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=79 (LC 10) Max Uplift 3=-30 (LC 10), 4=-7 (LC 10) Max Grav 3=93 (LC 8), 4=46 (LC 3), 5=245 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-206/0, 1-2=0/96, 2-3=-63/51 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 (2); 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 14.0 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 capable of withstanding 30 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 WF65 TQ I46011444J09Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:25 Page: 1 ID:olN6Z4Z5QPFPvXQcuNqrxIzOAk0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =3x4 =2x8 5 4 1 2 3 2-1-6 -2-1-6 3-0-15 3-0-15 3-0-153-10-101-11-03-10-10Scale = 1:27.9 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 0.93 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.01 4-5 >999 180 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: 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 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 (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=81 (LC 10) Max Uplift 3=-34 (LC 6), 4=-4 (LC 10) Max Grav 3=87 (LC 8), 4=51 (LC 3), 5=373 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-317/0, 1-2=0/122, 2-3=-69/41 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 (2); 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 16.3 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 capable of withstanding 34 lb uplift at joint 3 and 4 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 WF65 TQ I46011445J10Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:26 Page: 1 ID:olN6Z4Z5QPFPvXQcuNqrxIzOAk0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 3.33 12 =3x4 =3x6 5 4 1 2 3 2-5-5 -2-5-5 2-8-1 2-8-1 0-0-9 0-0-9 2-7-8 2-8-11-11-121-2-141-11-12Scale = 1:25.5 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)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(CT)0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.03 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-5-3 Max Horiz 5=39 (LC 14) Max Uplift 3=-72 (LC 8), 4=-15 (LC 8) Max Grav 3=52 (LC 7), 4=39 (LC 5), 5=472 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-419/16, 1-2=0/69, 2-3=-52/13 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 (2); 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)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 72 lb uplift at joint 3 and 15 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 WF65 TQ I46011446J11Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:26 Page: 1 ID:AtOP9IGYDk0PKCiieUsv91zOAhp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6 12 =2x4 =2x4 5 4 1 2 3 1-4-4 -1-4-4 1-7-1 1-7-1 1-7-12-0-61-2-142-0-6Scale = 1:22.7 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 0.39 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 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: 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 1-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=40 (LC 17) Max Uplift 3=-43 (LC 8), 4=-7 (LC 8) Max Grav 3=38 (LC 7), 4=24 (LC 5), 5=277 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-247/2, 1-2=0/67, 2-3=-52/16 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 (2); 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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 4 and 43 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 WF65 TQ I46011447J12Jack-Open 5 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:26 Page: 1 ID:3eew_fK2HyWqop?TtKwrJtzOAhl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 =4x6 =3x6 =2x4 Special NAILED Special NAILED 8 7 10 6 5 1 2 493 0-10 -10 3-6-12 1-4-4 -1-4-4 0-3-8 5-5-10 1-5-10 1-5-10 3-8-8 5-2-2 0-3-8 5-5-10 1-3-14 1-3-14 3-10-4 5-2-22-11-01-8-51-3-32-1-140-2-22-11-0Scale = 1:45.4 Plate Offsets (X, Y):[4:0-3-0,0-0-8] 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 0.78 Vert(LL)0.09 6-7 >701 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.09 6-7 >670 180 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horz(CT)-0.17 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical, 8=0-3-8 Max Horiz 8=60 (LC 15) Max Uplift 4=-38 (LC 15), 6=-29 (LC 6), 8=-87 (LC 15) Max Grav 4=212 (LC 20), 6=108 (LC 20), 8=359 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-337/34, 1-2=0/112, 2-3=-103/38, 3-9=-1/3, 4-9=-3/1 BOT CHORD 7-8=-8/12, 7-10=0/0, 6-10=0/0, 5-6=0/0 WEBS 3-7=-134/200, 4-6=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 (2) -1-4-4 to 5-2-2; 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 to bearing plate capable of withstanding 87 lb uplift at joint 8, 38 lb uplift at joint 4 and 29 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 298 lb up at 1-5-10 on top chord, and 40 lb down and 67 lb up at 1-5-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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, 5-8=-20 Concentrated Loads (lb) Vert: 3=86 (B), 9=33 (B) Job Truss Truss Type Qty Ply WF65 TQ I46011448J13Jack-Open Girder 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:27 Page: 1 ID:xhPsOraDKPAsq26VcEomgJzOAhQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =4x6 7 6 5 1 2 8 43 3-3-7 1-4-4 -1-4-4 1-7-3 5-5-10 3-10-7 3-10-7 1-8-15 5-5-10 3-8-11 3-8-114-11-01-8-51-3-30-2-24-11-0Scale = 1:34.7 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 0.79 Vert(LL)-0.09 6-7 >742 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.14 6-7 >465 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.23 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=93 (LC 15) Max Uplift 4=-7 (LC 15), 5=-6 (LC 15) Max Grav 4=160 (LC 20), 5=147 (LC 21), 7=539 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-453/0, 1-2=0/112, 2-8=-173/13, 3-8=-39/85, 3-4=-6/1 BOT CHORD 6-7=-4/1, 5-6=0/0 WEBS 3-6=-119/36 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 (2); 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 to bearing plate capable of withstanding 7 lb uplift at joint 4 and 6 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011449J14Jack-Open 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:27 Page: 1 ID:yyxIzfnuKdJRMfvn6JclsuzOAh9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 5 4 1 2 3 1-4-4 -1-4-4 5-5-10 5-5-10 5-5-106-3-01-8-56-3-0Scale = 1:36 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)-0.04 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.10 4-5 >656 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.13 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 18 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 5-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=116 (LC 10) Max Uplift 3=-45 (LC 10) Max Grav 3=186 (LC 8), 4=101 (LC 3), 5=313 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-267/0, 1-2=0/96, 2-3=-114/102 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 (2); 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 14.0 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 capable of withstanding 45 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 WF65 TQ I46011450J15Jack-Open 8 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:28 Page: 1 ID:MXcQbhpmdYh0D6eLnR9SUXzOAh6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =2x4 =2x8 5 4 1 2 3 1-4-15 1-4-15 2-1-6 -2-1-6 1-4-152-9-141-11-02-9-14Scale = 1:25.6 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 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT)-0.03 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=64 (LC 10) Max Uplift 3=-156 (LC 6), 4=-26 (LC 10), 5=-16 (LC 9) Max Grav 3=55 (LC 5), 4=30 (LC 5), 5=455 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-407/14, 1-2=0/122, 2-3=-98/28 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 (2); 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 16.3 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 capable of withstanding 16 lb uplift at joint 5, 26 lb uplift at joint 4 and 156 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 WF65 TQ I46011451J16Jack-Open Girder 2 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:28 Page: 1 ID:TUrUBVZbZ62?CuXJ2XHX75zOAhR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =2x4 5 4 1 2 3 1-0-0 1-0-0 1-4-4 -1-4-4 1-0-02-11-01-11-02-11-0Scale = 1:32.2 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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 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: 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 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=66 (LC 10) Max Uplift 3=-101 (LC 6), 4=-50 (LC 10), 5=-45 (LC 5) Max Grav 3=63 (LC 5), 4=36 (LC 5), 5=300 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-268/27, 1-2=0/106, 2-3=-83/43 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 (2); 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 capable of withstanding 45 lb uplift at joint 5, 50 lb uplift at joint 4 and 101 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 WF65 TQ I46011452J17Jack-Open 4 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:28 Page: 1 ID:TUrUBVZbZ62?CuXJ2XHX75zOAhR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.68 12 =2x8 =2x8 5 4 1 2 3 2-1-8 2-1-8 2-1-6 -2-1-6 2-1-83-3-51-11-03-3-5Scale = 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 0.93 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(CT)0.00 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: 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 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-4-9 Max Horiz 5=71 (LC 10) Max Uplift 3=-81 (LC 6), 4=-14 (LC 6), 5=-1 (LC 9) Max Grav 3=64 (LC 5), 4=37 (LC 5), 5=398 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-346/2, 1-2=0/122, 2-3=-65/33 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 (2); 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 16.3 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 capable of withstanding 1 lb uplift at joint 5, 81 lb uplift at joint 3 and 14 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 WF65 TQ I46011453J18Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:28 Page: 1 ID:yDSjXT_YKsS1vGi2cNPk2UzOAgu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 5 4 1 2 3 1-4-4 -1-4-4 2-0-0 2-0-0 2-0-03-4-51-8-53-4-5Scale = 1:26.4 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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)0.00 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=70 (LC 10) Max Uplift 3=-27 (LC 10), 4=-13 (LC 10), 5=-3 (LC 9) Max Grav 3=69 (LC 5), 4=39 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-213/1, 1-2=0/96, 2-3=-54/42 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 (2); 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 14.0 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 capable of withstanding 3 lb uplift at joint 5, 13 lb uplift at joint 4 and 27 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 WF65 TQ I46011454J19Jack-Open 6 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:29 Page: 1 ID:IBGcaA2h8O4J?1b?Ox?vlXzOAgp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. =2x4 =3x4 =3x4 =3x6 NAILED NAILED NAILED 4 6 3 1 25 3-2-8 3-2-81-5-111-5-11Scale = 1:26.9 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 0.15 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.01 3-4 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.00 2 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 No.2 BOT CHORD 2x4 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 (size)2= Mechanical, 3= Mechanical, 4=0-3-8 Max Horiz 4=37 (LC 4) Max Uplift 2=-70 (LC 4), 4=-45 (LC 4) Max Grav 2=93 (LC 7), 3=58 (LC 3), 4=120 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-90/63, 1-5=0/0, 2-5=0/0 BOT CHORD 4-6=-18/17, 3-6=-18/17 WEBS 1-3=-18/20, 2-3=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 (2); 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 4 and 70 lb uplift at joint 2. 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. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 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, 3-4=-20 Job Truss Truss Type Qty Ply WF65 TQ I46011455J20Flat11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:29 Page: 1 ID:fyenLKjpyb8Njetmgh?20LzOAfx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =5x6 =3x6 =3x6 6 5 4 1 2 3 1-4-4 -1-4-4 0-3-8 3-2-8 0-4-4 0-4-4 2-6-12 2-11-0 0-3-8 3-2-8 2-11-0 2-11-02-3-41-11-00-1-92-3-4Scale = 1:31.4 Plate Offsets (X, Y):[2:0-1-8,Edge], [3:0-3-0,0-0-8] 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 0.66 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(CT)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 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 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 6-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 5= Mechanical, 6=0-3-8 Max Horiz 6=57 (LC 6) Max Uplift 3=-3 (LC 15), 5=-2 (LC 17) Max Grav 3=120 (LC 16), 5=69 (LC 20), 6=330 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-296/0, 1-2=0/144, 2-3=0/0 BOT CHORD 5-6=-45/60, 4-5=0/0 WEBS 3-5=0/0, 2-5=-74/55 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 (2) -1-4-4 to 2-11-0; 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 to bearing plate capable of withstanding 3 lb uplift at joint 3 and 2 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)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 WF65 TQ I46011456J21Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:29 Page: 1 ID:cuqOue9OUfgG1AdhnFfUUxzOAfN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f SUPPORT (BY OTHERS) May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =2x4 =2x4 =5x6 7 6 5 1 2 43 0-5-4 1-4-4 -1-4-4 1-0-4 1-0-4 2-2-4 3-2-8 0-10-8 0-10-8 2-4-0 3-2-82-11-41-11-01-6-10-1-92-11-4Scale = 1:42.4 Plate Offsets (X, Y):[3:0-3-9,0-2-8] 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 0.51 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(CT)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.04 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=66 (LC 15) Max Uplift 4=-15 (LC 15) Max Grav 4=141 (LC 20), 5=56 (LC 20), 7=373 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-349/9, 1-2=0/129, 2-3=-116/6, 3-4=-2/2 BOT CHORD 6-7=-5/3, 5-6=0/0 WEBS 3-6=-81/45 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 Exterior (2) -1-4-4 to 3-1-12; 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)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 15 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)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 WF65 TQ I46011457J22Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:30 Page: 1 ID:VwbKIpPZX6JH3OkjW9XPqMzOAf2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =2x4 =2x4 =5x6 7 6 5 1 2 43 1-1-4 1-4-4 -1-4-4 1-6-4 3-2-8 1-8-4 1-8-4 1-6-8 1-6-8 1-8-0 3-2-83-7-41-11-01-6-10-1-93-7-4Scale = 1:33.7 Plate Offsets (X, Y):[3:0-3-9,0-2-8] 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 0.51 Vert(LL)-0.01 6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(CT)-0.01 6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.05 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P 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 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=76 (LC 15) Max Uplift 4=-18 (LC 15), 5=-4 (LC 15) Max Grav 4=125 (LC 20), 5=65 (LC 20), 7=409 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-361/0, 1-2=0/129, 2-3=-124/19, 3-4=-3/1 BOT CHORD 6-7=-2/1, 5-6=0/0 WEBS 3-6=-52/28 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 (2); 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 to bearing plate capable of withstanding 18 lb uplift at joint 4 and 4 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011458J23Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:30 Page: 1 ID:GkbnYMjFeoTkZE8XUvTGLezOAef-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x8 =2x4 =5x6 7 6 5 1 2 43 1-9-4 1-4-4 -1-4-4 0-10-4 3-2-8 2-4-4 2-4-4 1-0-0 3-2-8 2-2-8 2-2-84-3-41-11-01-6-10-1-94-3-4Scale = 1:39.2 Plate Offsets (X, Y):[3:0-3-9,0-2-8] 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 0.51 Vert(LL)-0.01 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.01 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.05 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=87 (LC 15) Max Uplift 4=-23 (LC 15), 5=-12 (LC 15) Max Grav 4=104 (LC 20), 5=83 (LC 21), 7=431 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-379/0, 1-2=0/129, 2-3=-136/56, 3-4=-4/1 BOT CHORD 6-7=-2/1, 5-6=0/0 WEBS 3-6=-61/26 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 (2); 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 to bearing plate capable of withstanding 23 lb uplift at joint 4 and 12 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011459J24Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:30 Page: 1 ID:8nNjyYzQiF6laTFZDqMCi3zOAeK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-2-8 3-2-8 3-2-85-1-81-11-05-1-8Scale = 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 0.42 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(CT)-0.01 4-5 >999 180 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: 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 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=101 (LC 10) Max Uplift 3=-44 (LC 10), 4=-11 (LC 10) Max Grav 3=121 (LC 8), 4=59 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-205/0, 1-2=0/106, 2-3=-78/75 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 (2); 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 capable of withstanding 44 lb uplift at joint 3 and 11 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 WF65 TQ I46011460J25Jack-Open 9 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:30 Page: 1 ID:VkAc?F1ZXnl2gE7W?NxNP7zOAeF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 4 3 1 2 3-2-8 3-2-85-1-81-11-05-1-8Scale = 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 0.35 Vert(LL)-0.01 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.02 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.06 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 11 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 (size)2= Mechanical, 3= Mechanical, 4=0-3-8 Max Horiz 4=-114 (LC 5) Max Uplift 2=-43 (LC 9), 3=-6 (LC 9) Max Grav 2=132 (LC 7), 3=66 (LC 5), 4=120 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-96/0, 1-2=-68/83 BOT CHORD 3-4=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 (2); 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 43 lb uplift at joint 2 and 6 lb uplift at joint 3. 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 WF65 TQ I46011461J26Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:31 Page: 1 ID:OVP7rd43a0FU9rRIED0JZzzOAeB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4 12 =2x4 =2x4 =2x4 =3x6 5 4 1 2 3 1-4-4 -1-4-4 1-9-3 1-9-3 1-9-31-7-41-0-31-7-4Scale = 1:21.3 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 0.38 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 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 1-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=1-9-3, 5=1-9-3 Max Horiz 5=-60 (LC 6) Max Uplift 3=-38 (LC 8), 4=-9 (LC 8), 5=-8 (LC 14) Max Grav 3=22 (LC 12), 4=26 (LC 5), 5=262 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-230/14, 1-2=0/47, 2-3=-21/21, 3-4=0/0 BOT CHORD 4-5=-34/26 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 (2); 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)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 8 lb uplift at joint 5, 9 lb uplift at joint 4 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. 9)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 WF65 TQ I46011462J27Jack-Open Supported Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:31 Page: 1 ID:fyenLKjpyb8Njetmgh?20LzOAfx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 4 12 =3x10 =5x6 2 5 1 34 1-4-4 -1-4-4 1-9-3 1-9-3 1-9-31-7-41-0-31-7-4Scale = 1:23 Plate Offsets (X, Y):[2:0-3-4,0-0-7] 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)0.00 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 2-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 -- 1-7-14 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-8, 3= Mechanical, 5= Mechanical Max Horiz 2=-32 (LC 7) Max Uplift 3=-35 (LC 8) Max Grav 2=246 (LC 9), 3=46 (LC 12), 5=35 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/0, 2-3=-69/25, 3-4=0/0 BOT CHORD 2-5=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 (2); 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)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 35 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 WF65 TQ I46011463J28Jack-Open 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:31 Page: 1 ID:fyenLKjpyb8Njetmgh?20LzOAfx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =3x4 =4x6 =3x4 71 12 11 10 9 8 2 6 3 5 4 0-2-3 13-2-1 6-4-14 12-11-15 6-7-1 6-7-1 13 -2-110-3-110-0-410-0-1Scale = 1:59.5 Plate Offsets (X, Y):[4:Edge,0-1-13] 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)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 0.20 Horiz(TL)0.00 7 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 Stud/No.3 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. WEBS 1 Row at midpt 4-10 REACTIONS (size)1=13-2-1, 7=13-2-1, 8=13-2-1, 9=13-2-1, 10=13-2-1, 11=13-2-1, 12=13-2-1 Max Uplift 1=-110 (LC 5), 7=-110 (LC 5), 8=-181 (LC 4), 9=-131 (LC 4), 10=-67 (LC 5), 11=-131 (LC 4), 12=-181 (LC 4) Max Grav 1=201 (LC 4), 7=201 (LC 4), 8=341 (LC 7), 9=254 (LC 7), 10=175 (LC 4), 11=254 (LC 7), 12=341 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-245/218, 2-3=-89/36, 3-4=-153/119, 4-5=-153/119, 5-6=-89/36, 6-7=-245/218 BOT CHORD 1-12=-147/172, 11-12=-147/172, 10-11=-147/172, 9-10=-147/172, 8-9=-147/172, 7-8=-147/172 WEBS 4-10=-152/111, 3-11=-223/157, 2-12=-275/199, 5-9=-223/157, 6-8=-275/199 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 (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)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 110 lb uplift at joint 1, 110 lb uplift at joint 7, 67 lb uplift at joint 10, 131 lb uplift at joint 11, 181 lb uplift at joint 12, 131 lb uplift at joint 9 and 181 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011464L01Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:32 Page: 1 ID:6fOUAS8ySzlA3k1lFpz4JezOB1w-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =2x4 1 8 7 6 5 42 3 0-2-14 7-5-8 3-5-14 7-2-10 3-8-12 3-8-12 7-5-84-5-00-0-44-1-5Scale = 1:34.6 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 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 28 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 (size)1=7-5-8, 5=7-5-8, 6=7-5-8, 7=7-5-8, 8=7-5-8 Max Uplift 1=-6 (LC 5), 5=-6 (LC 5), 6=-105 (LC 4), 8=-105 (LC 4) Max Grav 1=57 (LC 1), 5=57 (LC 1), 6=253 (LC 7), 7=101 (LC 3), 8=253 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/65, 2-3=-104/54, 3-4=-104/54, 4-5=-72/65 BOT CHORD 1-8=-47/61, 7-8=-47/61, 6-7=-47/61, 5-6=-47/61 WEBS 3-7=-57/11, 2-8=-215/128, 4-6=-215/128 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 (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)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 to bearing plate capable of withstanding 6 lb uplift at joint 1, 6 lb uplift at joint 5, 105 lb uplift at joint 8 and 105 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 WF65 TQ I46011465L02Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:32 Page: 1 ID:_Qe?0qCTWCFcYMKWUf10TUzOB1s-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1 23 22 21 20 19 18 17 16 15 14 13 2 12 3 11 4 10 95 6 8 7 0-2-14 21-4-5 10-5-4 21-1-7 10 -8-3 10 -8-3 21 -4-512-7-50-0-412-3-10Scale = 1:74.7 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 0.19 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 0.22 Horiz(TL)0.01 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 131 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, 6-20, 8-17 REACTIONS (size)1=21-4-5, 13=21-4-5, 14=21-4-5, 15=21-4-5, 16=21-4-5, 17=21-4-5, 18=21-4-5, 20=21-4-5, 21=21-4-5, 22=21-4-5, 23=21-4-5 Max Uplift 1=-93 (LC 5), 13=-93 (LC 5), 14=-97 (LC 4), 15=-69 (LC 4), 16=-82 (LC 4), 17=-67 (LC 4), 18=-110 (LC 5), 20=-67 (LC 4), 21=-82 (LC 4), 22=-69 (LC 4), 23=-97 (LC 4) Max Grav 1=181 (LC 4), 13=181 (LC 4), 14=286 (LC 7), 15=205 (LC 7), 16=232 (LC 7), 17=221 (LC 7), 18=227 (LC 4), 20=221 (LC 7), 21=232 (LC 7), 22=205 (LC 7), 23=286 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-244/219, 2-3=-131/107, 3-4=-75/32, 4-5=-113/68, 5-6=-70/76, 6-7=-175/163, 7-8=-175/163, 8-9=-70/76, 9-10=-113/68, 10-11=-75/32, 11-12=-131/107, 12-13=-244/219 BOT CHORD 1-23=-157/185, 22-23=-157/185, 21-22=-157/185, 20-21=-157/185, 19-20=-157/185, 18-19=-157/185, 17-18=-157/185, 16-17=-157/185, 15-16=-157/185, 14-15=-157/185, 13-14=-157/185 WEBS 7-18=-203/150, 6-20=-182/91, 4-21=-190/106, 3-22=-172/93, 2-23=-225/120, 8-17=-182/91, 10-16=-190/106, 11-15=-172/93, 12-14=-225/120 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 (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)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 93 lb uplift at joint 1, 110 lb uplift at joint 18, 67 lb uplift at joint 20, 82 lb uplift at joint 21, 69 lb uplift at joint 22, 97 lb uplift at joint 23, 67 lb uplift at joint 17, 82 lb uplift at joint 16, 69 lb uplift at joint 15, 97 lb uplift at joint 14 and 93 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 WF65 TQ I46011466L03Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:32 Page: 1 ID:f3wFioEInq0bmemI8EmUURzOBDQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 14.1412 =3x4 =3x4 =4x6 =3x4 =3x4 =3x4 1 27 2625 24 23 22 21 20 19 18 2 17 3 16 4 15 145678910111213 0-1-10 24-5-7 8-6-7 8-6-7 15-9-6 24-3-13 8-3-11 24-5-7 16-1-12 16-1-1210-1-00-0-49-9-8Scale = 1:65.4 Plate Offsets (X, Y):[5:0-3-2,0-2-0], [11:0-1-12,0-1-8] 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 0.11 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 0.21 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-5:2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 19-14:2x4 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.): 5-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-23, 6-22, 7-21, 8-20, 9-18 REACTIONS (size)1=24-5-2, 14=24-5-2, 15=24-5-2, 16=24-5-2, 17=24-5-2, 18=24-5-2, 19=24-5-2, 20=24-5-2, 21=24-5-2, 22=24-5-2, 23=24-5-2, 24=24-5-2, 25=24-5-2, 27=24-5-2 Max Horiz 1=247 (LC 4) Max Uplift 1=-122 (LC 5), 14=-48 (LC 4), 15=-1 (LC 4), 16=-3 (LC 4), 17=-2 (LC 4), 18=-12 (LC 4), 19=-46 (LC 5), 20=-4 (LC 4), 21=-3 (LC 4), 22=-1 (LC 4), 24=-75 (LC 4), 25=-69 (LC 4), 27=-93 (LC 4) Max Grav 1=210 (LC 4), 14=101 (LC 7), 15=176 (LC 7), 16=174 (LC 7), 17=176 (LC 7), 18=171 (LC 7), 19=55 (LC 4), 20=172 (LC 7), 21=173 (LC 7), 22=185 (LC 7), 23=138 (LC 7), 24=227 (LC 7), 25=205 (LC 7), 27=284 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-282/257, 2-3=-171/148, 3-4=-82/70, 4-5=-74/30, 5-6=-43/40, 6-7=-43/41, 7-8=-43/41, 8-9=-43/41, 9-10=-43/41, 10-11=-43/41, 11-12=-43/41, 12-13=-43/41, 13-14=-43/40 BOT CHORD 1-27=-39/43, 26-27=-39/43, 25-26=-39/43, 24-25=-39/43, 23-24=-39/43, 22-23=-39/42, 21-22=-39/42, 20-21=-39/42, 19-20=-39/42, 18-19=-62/79, 17-18=-69/81, 16-17=-69/79, 15-16=-70/80, 14-15=-69/71 WEBS 2-27=-223/117, 3-25=-172/93, 4-24=-185/99, 5-23=-98/11, 6-22=-145/25, 7-21=-133/27, 8-20=-135/27, 9-18=-134/27, 10-17=-135/27, 12-16=-135/27, 13-15=-133/24 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 Exterior (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 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 122 lb uplift at joint 1, 46 lb uplift at joint 19, 48 lb uplift at joint 14, 93 lb uplift at joint 27, 69 lb uplift at joint 25, 75 lb uplift at joint 24, 1 lb uplift at joint 22, 3 lb uplift at joint 21, 4 lb uplift at joint 20, 12 lb uplift at joint 18, 2 lb uplift at joint 17, 3 lb uplift at joint 16 and 1 lb uplift at joint 15. 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. 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 WF65 TQ I46011467L04Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:33 Page: 1 ID:JHPBsnyUpFzFuOmLrX7UjZzOB_I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.6712 8.4912 8.4912 18.6712=3x4 =3x41 11 10 2 9 3 4 8 75 6 9-0-7 4-2-0 4-2-0 4-10-7 9-0-714-1-00-0-53-0-42-11-62-11-67-6-1410-6-40-6-811-0-11Scale = 1:70.9 Plate Offsets (X, Y):[10:0-2-0,0-0-7] 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 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 47 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 6-0-0 oc bracing. REACTIONS (size)1=9-0-7, 7=9-0-7, 8=9-0-7, 9=9-0-7, 10=9-0-7, 11=9-0-7 Max Horiz 1=292 (LC 4) Max Uplift 1=-309 (LC 5), 7=-14 (LC 5), 8=-147 (LC 4), 9=-140 (LC 4), 10=-25 (LC 4), 11=-206 (LC 4) Max Grav 1=408 (LC 4), 7=68 (LC 4), 8=286 (LC 7), 9=250 (LC 7), 10=23 (LC 5), 11=374 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-524/492, 2-3=-313/257, 3-4=-295/287, 4-5=-156/149, 5-6=-64/35, 6-7=-43/0 BOT CHORD 1-11=-42/48, 10-11=-57/50, 9-10=-62/78, 8-9=-75/79, 7-8=-78/76 WEBS 5-8=-243/173, 4-9=-217/163, 2-11=-302/220 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 (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)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 14 lb uplift at joint 7, 25 lb uplift at joint 10, 147 lb uplift at joint 8, 140 lb uplift at joint 9, 206 lb uplift at joint 11 and 309 lb uplift at joint 1. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 10, 8, 9, 11, 1. 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 WF65 TQ I46011468L05Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:33 Page: 1 ID:8RnS7r1FP5kPcJDUCoEuyqzOB_C-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 14.1412 =3x4 =3x4 =5x6 =3x411109 8 12 7 13 6 14 5 2 3 41 0-3-0 -0-3-0 4-9-8 4-9-8 8-1-14 12 -11-6 4-7-10 12-11-6 8-3-11 8-3-1110-1-00-3-80-5-119-9-8Scale = 1:62.9 Plate Offsets (X, Y):[1:0-1-4,0-1-8], [4:0-1-5,Edge], [8:0-2-10,0-1-8] 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 0.13 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 0.11 Horiz(TL)0.00 8 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 *Except* 4-8:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-8:2x4 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.): 1-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=12-11-6, 8=12-11-6, 9=12-11-6, 10=12-11-6, 11=12-11-6, 12=12-11-6, 13=12-11-6, 14=12-11-6 Max Horiz 1=-274 (LC 4) Max Uplift 1=-50 (LC 5), 8=-9 (LC 5), 9=-115 (LC 4), 10=-86 (LC 4), 11=-130 (LC 4), 12=-62 (LC 4), 13=-39 (LC 5), 14=-29 (LC 4) Max Grav 1=130 (LC 4), 8=95 (LC 1), 9=309 (LC 8), 10=189 (LC 8), 11=131 (LC 5), 12=221 (LC 8), 13=158 (LC 4), 14=248 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-158/166, 2-3=-156/164, 3-4=-156/164, 4-5=-214/213, 5-6=-136/128, 6-7=-75/27, 7-8=-121/114 BOT CHORD 1-14=-166/177, 13-14=-155/177, 12-13=-159/176, 11-12=-158/180, 10-11=-92/108, 9-10=-92/108, 8-9=-92/108 WEBS 2-14=-191/58, 3-13=-135/75, 5-12=-181/91, 6-10=-181/108, 7-9=-243/139 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 (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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 1, 9 lb uplift at joint 8, 130 lb uplift at joint 11, 29 lb uplift at joint 14, 39 lb uplift at joint 13, 62 lb uplift at joint 12, 86 lb uplift at joint 10 and 115 lb uplift at joint 9. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 14, 13, 12. 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 WF65 TQ I46011469L06Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:33 Page: 1 ID:10bFgehlS?fbjmw3wrjohRzOAzL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =3x4 =4x6 =3x4 =3x4 1 15 14 13 12 11 10 9 2 3 4 5 6 7 8 5-9-11 5-9-11 6-10 -1 12-7-12 12-7-129-1-10-0-49-1-1Scale = 1:56.2 Plate Offsets (X, Y):[4:0-2-15,Edge], [9: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 0.71 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 0.16 Horiz(TL)0.00 9 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 Stud/No.3 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, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 4-13, 5-12, 6-11, 7-10 REACTIONS (size)1=12-7-12, 9=12-7-12, 10=12-7-12, 11=12-7-12, 12=12-7-12, 13=12-7-12, 14=12-7-12, 15=12-7-12 Max Uplift 1=-94 (LC 5), 9=-92 (LC 5), 10=-131 (LC 4), 12=-6 (LC 4), 14=-145 (LC 4), 15=-150 (LC 4) Max Grav 1=149 (LC 4), 9=97 (LC 4), 10=214 (LC 7), 11=167 (LC 1), 12=188 (LC 7), 13=146 (LC 1), 14=272 (LC 7), 15=281 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-181/174, 2-3=-54/47, 3-4=-157/160, 4-5=-111/121, 5-6=-111/121, 6-7=-111/121, 7-8=-111/121, 8-9=-133/142 BOT CHORD 1-15=-113/125, 14-15=-113/125, 13-14=-113/125, 12-13=-113/124, 11-12=-113/124, 10-11=-113/124, 9-10=-113/124 WEBS 2-15=-231/167, 3-14=-234/170, 4-13=-105/26, 5-12=-147/27, 6-11=-129/10, 7-10=-100/50 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 (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. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 1, 92 lb uplift at joint 9, 150 lb uplift at joint 15, 145 lb uplift at joint 14, 6 lb uplift at joint 12 and 131 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 WF65 TQ I46011470L07Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:34 Page: 1 ID:6BSLJ4ZHSQ1L8zdHFya2hpzOB1O-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.6612 14.1412 14.14 12 =3x4 =4x6 =3x4 =3x4 =5x6 =3x4 =3x4 1 26 25 2423 22 21 20 19 18 1716 27 2 15 3 4 5 6 7 28 8 9 10 1112 13 14 0-3-0 25-5-2 2-2-7 8-9-3 6-6-12 6-6-12 16 -5-0 25 -2-2 4-7-3 25-2-2 20-7-0 20-7-05-8-80-0-40-3-82-7-25-5-0Scale = 1:50.1 Plate Offsets (X, Y):[5:0-1-5,Edge], [14:0-0-11,0-1-8] 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 0.39 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 111 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.): 5-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-26,25-26,14-15. REACTIONS (size)1=25-1-13, 14=25-1-13, 15=25-1-13, 16=25-1-13, 17=25-1-13, 18=25-1-13, 19=25-1-13, 20=25-1-13, 21=25-1-13, 22=25-1-13, 24=25-1-13, 25=25-1-13, 26=25-1-13 Max Horiz 1=90 (LC 15) Max Uplift 14=-2 (LC 15), 16=-55 (LC 20), 24=-6 (LC 15) Max Grav 1=169 (LC 23), 14=188 (LC 20), 15=424 (LC 20), 16=1 (LC 15), 17=282 (LC 20), 18=302 (LC 20), 19=292 (LC 20), 20=294 (LC 20), 21=295 (LC 20), 22=295 (LC 20), 24=239 (LC 21), 25=185 (LC 9), 26=433 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-83/74, 2-27=-66/85, 2-3=-61/45, 3-4=-86/92, 4-5=-85/9, 5-6=-20/8, 6-7=-20/8, 7-28=-20/8, 8-28=-20/8, 8-9=-20/8, 9-10=-20/8, 10-11=-20/8, 11-12=-20/8, 12-13=-20/8, 13-14=-26/9 BOT CHORD 1-26=-9/18, 25-26=-9/18, 24-25=-9/21, 23-24=-9/21, 22-23=-9/21, 21-22=-9/21, 20-21=-9/21, 19-20=-9/21, 18-19=-9/21, 17-18=-9/21, 16-17=-9/21, 15-16=-18/56, 14-15=-44/41 WEBS 2-26=-340/27, 3-25=-166/6, 4-24=-195/32, 6-22=-257/5, 7-21=-254/9, 8-20=-254/9, 9-19=-252/9, 10-18=-261/9, 11-17=-221/8, 13-15=-354/10 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 (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)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 16, 2 lb uplift at joint 14 and 6 lb uplift at joint 24. 10)Non Standard bearing condition. Review required. 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 WF65 TQ I46011471L08Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:34 Page: 1 ID:5_6d51ipvV6qAXm0HnjFYxzOAy2-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =4x6 =3x4 1 17 1615 14 13 12 11 10 9 82 73 64 5 0-2-14 16-7-6 8-0-13 16 -4-8 8-3-11 8-3-11 16-7-69-9-120-0-49-6-1Scale = 1:59.7 Plate Offsets (X, Y):[5: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 0.08 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 0.19 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 89 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.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. WEBS 1 Row at midpt 5-13 REACTIONS (size)1=16-7-6, 9=16-7-6, 10=16-7-6, 11=16-7-6, 12=16-7-6, 13=16-7-6, 14=16-7-6, 16=16-7-6, 17=16-7-6 Max Uplift 1=-64 (LC 5), 9=-64 (LC 5), 10=-90 (LC 4), 11=-81 (LC 4), 12=-76 (LC 4), 13=-63 (LC 5), 14=-76 (LC 4), 16=-81 (LC 4), 17=-90 (LC 4) Max Grav 1=139 (LC 4), 9=139 (LC 4), 10=258 (LC 7), 11=222 (LC 7), 12=231 (LC 7), 13=171 (LC 4), 14=231 (LC 7), 16=222 (LC 7), 17=258 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-189/166, 2-3=-85/67, 3-4=-84/32, 4-5=-153/126, 5-6=-153/126, 6-7=-84/32, 7-8=-85/67, 8-9=-189/166 BOT CHORD 1-17=-121/145, 16-17=-121/145, 15-16=-121/145, 14-15=-121/145, 13-14=-121/145, 12-13=-121/145, 11-12=-121/145, 10-11=-121/145, 9-10=-121/145 WEBS 5-13=-147/102, 4-14=-190/100, 3-16=-185/106, 2-17=-205/112, 6-12=-190/100, 7-11=-185/106, 8-10=-205/112 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 (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)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 64 lb uplift at joint 1, 64 lb uplift at joint 9, 63 lb uplift at joint 13, 76 lb uplift at joint 14, 81 lb uplift at joint 16, 90 lb uplift at joint 17, 76 lb uplift at joint 12, 81 lb uplift at joint 11 and 90 lb uplift at joint 10. 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 WF65 TQ I46011472L09Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:35 Page: 1 ID:mdPtn?leA7upOoCoxNRjZuzOB7c-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 5.66 12 =3x4 =5x6 =4x6 =3x4 =3x4 1 18 17 16 2 15 14 13 3 12 11 4 5 6 7 8 9 10 0-7-7 18 -0-15 6-3-5 6-3-5 11-2-4 17-5-9 2-4-2 2-4-2 4-4-1 17-5-9 10 -9-6 13 -1-87-5-00-0-40-3-87-1-8Scale = 1:50.9 Plate Offsets (X, Y):[4:0-2-11,Edge], [10:0-0-14,0-1-8], [18:0-4-0,0-1-0] 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 0.16 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 0.06 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 70 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.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-13. REACTIONS (size)1=17-4-15, 10=17-4-15, 11=17-4-15, 13=17-4-15, 14=17-4-15, 15=17-4-15, 16=17-4-15, 17=17-4-15, 18=17-4-15 Max Horiz 1=190 (LC 4) Max Uplift 1=-75 (LC 5), 10=-22 (LC 4), 11=-8 (LC 4), 13=-4 (LC 4), 14=-6 (LC 4), 15=-3 (LC 4), 17=-77 (LC 4), 18=-80 (LC 4) Max Grav 1=147 (LC 4), 10=127 (LC 8), 11=275 (LC 8), 13=141 (LC 8), 14=185 (LC 8), 15=176 (LC 8), 16=150 (LC 8), 17=226 (LC 8), 18=251 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-199/188, 2-3=-86/75, 3-4=-71/29, 4-5=-43/41, 5-6=-43/41, 6-7=-43/41, 7-8=-43/41, 8-9=-43/41, 9-10=-43/41 BOT CHORD 1-18=-37/37, 17-18=-50/57, 16-17=-51/56, 15-16=-50/56, 14-15=-50/57, 13-14=-51/56, 12-13=-49/44, 11-12=-40/60, 10-11=-53/55 WEBS 2-18=-220/119, 3-17=-185/104, 5-16=-110/15, 6-15=-137/27, 7-14=-142/31, 8-13=-112/25, 9-11=-206/42 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 (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 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)Bearing at joint(s) 10, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 1, 22 lb uplift at joint 10, 80 lb uplift at joint 18, 77 lb uplift at joint 17, 3 lb uplift at joint 15, 6 lb uplift at joint 14, 4 lb uplift at joint 13 and 8 lb uplift at joint 11. 10)Non Standard bearing condition. Review required. 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 WF65 TQ I46011473L10Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:35 Page: 1 ID:e8BNjljV7IivFRB9CQDyyezOAwk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 14.1412 =3x4 =3x4 =4x6 =6x8 =3x4 =3x4 1 24 23 22 21 20 19 23 18 4 17 5 16 15 6 14 7 8 9 10 11 12 13 0-3-0 22 -2-6 11-10-7 21-11-6 10 -0-15 10 -0-15 2-1-10 21 -11-6 7-8-8 19-9-12 12-1-4 12-1-411-10-120-0-40-3-811-7-4Scale = 1:73.9 Plate Offsets (X, Y):[7:0-3-2,0-2-0], [13:0-0-11,0-1-8] 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 0.18 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 0.18 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 7-13:2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 1-19:2x4 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.): 7-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 6-21, 7-20, 8-19, 9-18 REACTIONS (size)1=21-11-1, 13=21-11-1, 14=21-11-1, 16=21-11-1, 17=21-11-1, 18=21-11-1, 19=21-11-1, 20=21-11-1, 21=21-11-1, 22=21-11-1, 23=21-11-1, 24=21-11-1 Max Horiz 1=302 (LC 4) Max Uplift 1=-179 (LC 5), 13=-67 (LC 4), 14=-6 (LC 4), 16=-3 (LC 4), 17=-4 (LC 4), 18=-3 (LC 4), 21=-75 (LC 4), 22=-77 (LC 4), 23=-73 (LC 4), 24=-83 (LC 4) Max Grav 1=258 (LC 4), 13=118 (LC 8), 14=184 (LC 8), 16=174 (LC 8), 17=174 (LC 8), 18=180 (LC 8), 19=156 (LC 9), 20=135 (LC 1), 21=223 (LC 8), 22=227 (LC 8), 23=218 (LC 8), 24=247 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-344/311, 2-3=-247/192, 3-4=-238/219, 4-5=-154/136, 5-6=-67/51, 6-7=-89/52, 7-8=-57/56, 8-9=-58/56, 9-10=-58/56, 10-11=-58/56, 11-12=-58/56, 12-13=-61/58 BOT CHORD 1-24=-58/60, 23-24=-58/60, 22-23=-58/60, 21-22=-58/60, 20-21=-58/60, 19-20=-59/60, 18-19=-100/112, 17-18=-100/108, 16-17=-99/109, 15-16=-100/93, 14-15=-83/109, 13-14=-99/100 WEBS 2-24=-195/104, 4-23=-181/98, 5-22=-186/101, 6-21=-183/99, 7-20=-94/0, 8-19=-142/24, 9-18=-135/29, 10-17=-135/27, 11-16=-135/28, 12-14=-141/30 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 (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 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)Bearing at joint(s) 13, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 13, 179 lb uplift at joint 1, 83 lb uplift at joint 24, 73 lb uplift at joint 23, 77 lb uplift at joint 22, 75 lb uplift at joint 21, 3 lb uplift at joint 18, 4 lb uplift at joint 17, 3 lb uplift at joint 16 and 6 lb uplift at joint 14. 10)Non Standard bearing condition. Review required. 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 WF65 TQ I46011474L11Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:35 Page: 1 ID:EYRqQWYbxDt5TL_j??8zvWzOB7s-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.9412 22.36 12 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =4x6 =3x4 =2x4 =2x4 =3x4 1 11 10 9 2 8 3 4 5 6 7 2-0-13 11-1-12 9-0-15 9-0-15 7-6-0 7-6-0 3-7-11 11-1-126-9-70-0-46-9-7Scale = 1:50.1 Plate Offsets (X, Y):[5:0-2-0,0-2-0], [7:0-0-13,0-1-8] 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 0.19 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 0.08 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 47 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS (size)1=10-11-9, 7=10-11-9, 8=10-11-9, 9=10-11-9, 10=10-11-9, 11=10-11-9 Max Horiz 1=-131 (LC 5) Max Uplift 1=-5 (LC 9), 7=-24 (LC 10), 11=-5 (LC 10) Max Grav 1=102 (LC 1), 7=84 (LC 7), 8=159 (LC 7), 9=152 (LC 7), 10=159 (LC 7), 11=282 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-101/129, 2-3=-58/63, 3-4=-44/42, 4-5=-44/20, 5-6=-21/15, 6-7=-21/15 BOT CHORD 1-11=-16/24, 10-11=-16/24, 9-10=-16/25, 8-9=-42/64, 7-8=-42/52 WEBS 2-11=-213/37, 3-10=-125/24, 4-9=-149/27, 6-8=-118/3 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 (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)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1, 24 lb uplift at joint 7 and 5 lb uplift at joint 11. 8)Non Standard bearing condition. Review required. 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 WF65 TQ I46011475L12Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:36 Page: 1 ID:uVOL0i37_Ph93VAUCEi_y3zOAv?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 37.9512 =2x4 =2x8 =2x4 =2x8 =2x4 3 2 1 5 4 3-6-0 3-6-011-1-20-0-411-1-2Scale = 1:57.5 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 0.41 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 0.24 Horiz(TL)0.00 1 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4 REACTIONS (size)1=3-6-0, 2=3-6-0, 3=3-6-0 Max Uplift 1=-182 (LC 5), 2=-604 (LC 4), 3=-284 (LC 5) Max Grav 1=246 (LC 4), 2=678 (LC 5), 3=336 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 3-5=-360/346, 4-5=-263/270, 1-4=-237/197 BOT CHORD 2-3=-139/151, 1-2=-139/151 WEBS 2-5=-638/627 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 (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)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced 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 284 lb uplift at joint 3, 182 lb uplift at joint 1 and 604 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 WF65 TQ I46011476L13Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:36 Page: 1 ID:bHiiV60ZBH8JXPoLH9kBY7zOB?W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 4-0-10 4-0-106-4-40-0-46-4-4Scale = 1:39.2 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 0.50 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 0.08 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 4-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-0-10, 4=4-0-10, 5=4-0-10 Max Uplift 1=-33 (LC 5), 4=-28 (LC 5), 5=-184 (LC 4) Max Grav 1=81 (LC 4), 4=78 (LC 4), 5=324 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-107/118, 2-3=-117/105, 3-4=-70/42 BOT CHORD 1-5=-81/88, 4-5=-81/88 WEBS 2-5=-279/212 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 (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)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 to bearing plate capable of withstanding 33 lb uplift at joint 1, 28 lb uplift at joint 4 and 184 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 WF65 TQ I46011477L14Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:36 Page: 1 ID:pHOQ1sxYDfPwp1VYpZq96fzOBF6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.14 12 =2x4 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 1 8 7 6 5 2 4 3 0-2-14 8-1-11 3-9-15 7-10 -13 4-0-14 4-0-14 8-1-114-9-130-0-44-6-3Scale = 1:36.2 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 0.14 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 0.05 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P 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 (size)1=8-1-11, 5=8-1-11, 6=8-1-11, 7=8-1-11, 8=8-1-11 Max Uplift 6=-111 (LC 4), 8=-111 (LC 4) Max Grav 1=71 (LC 1), 5=71 (LC 1), 6=273 (LC 7), 7=96 (LC 3), 8=273 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-75/69, 2-3=-109/60, 3-4=-109/60, 4-5=-75/69 BOT CHORD 1-8=-54/68, 7-8=-54/68, 6-7=-54/68, 5-6=-54/68 WEBS 3-7=-56/23, 2-8=-231/136, 4-6=-231/136 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 (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)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 to bearing plate capable of withstanding 111 lb uplift at joint 8 and 111 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 WF65 TQ I46011478L15Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:36 Page: 1 ID:t2a4EB487EydILVDCJyqqHzOB8T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.74 12 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 3-10-6 3-10-66-0-110-0-46-0-11Scale = 1:37.9 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 0.44 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 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 21 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 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-10-6, 4=3-10-6, 5=3-10-6 Max Uplift 1=-40 (LC 5), 4=-19 (LC 5), 5=-175 (LC 4) Max Grav 1=82 (LC 4), 4=70 (LC 4), 5=309 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-107/114, 2-3=-109/95, 3-4=-61/33 BOT CHORD 1-5=-77/84, 4-5=-77/84 WEBS 2-5=-265/202 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 (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)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 to bearing plate capable of withstanding 40 lb uplift at joint 1, 19 lb uplift at joint 4 and 175 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 WF65 TQ I46011479L16Lay-In Gable 1 1WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:37 Page: 1 ID:ezpXRYQeoxSFcBZE9yYYj5zOBEU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =3x8 1 2 15 14 13 12 11 10 4 16 5 6 7 17 83 9 0-7-2 -0-7-2 0-11-2 16-11-10 1-1-5 1-1-5 14 -11-3 16 -0-8 16-11-101-5-40-4-130-6-100-2-21-1-121-1-120-2-21-3-14Scale = 1:38 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [9:0-2-0,Edge], [10:0-3-8,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 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Right: 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.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=16-11-10, 10=16-11-10, 11=16-11-10, 12=16-11-10, 13=16-11-10, 15=16-11-10 Max Horiz 2=4 (LC 16) Max Grav 2=206 (LC 23), 10=100 (LC 23), 11=388 (LC 22), 12=569 (LC 22), 13=544 (LC 22), 15=520 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-134/7, 3-4=-66/7, 4-16=-64/7, 5-16=-64/7, 5-6=-64/7, 6-7=-64/7, 7-17=-64/7, 8-17=-64/7, 8-9=-67/8, 9-10=-102/3 BOT CHORD 2-15=0/60, 14-15=0/60, 13-14=0/60, 12-13=0/60, 11-12=0/60, 10-11=0/60 WEBS 4-15=-432/15, 5-13=-466/18, 6-12=-485/18, 8-11=-336/15 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 (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 14.0 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)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 4-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)This truss 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 WF65 TQ I46011480P01Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:37 Page: 1 ID:7FUdv8FwY88SOnLUiyHj0ezOBDP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =5x6 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x8 1 2 13 12 11 10 9 8 7 4 14 5 63 0-7-2 -0-7-2 3-3-15 16-11-10 3-6-2 3-6-2 10-1-10 13-7-11 16 -11-103-5-40-4-130-6-100-2-23-1-123-1-120-2-23-3-14Scale = 1:36.9 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-3-0,0-2-1], [6:0-2-0,Edge], [8:0-3-8,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 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 8 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 WEDGE Right: 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=16-11-10, 8=16-11-10, 9=16-11-10, 10=16-11-10, 11=16-11-10, 13=16-11-10 Max Horiz 2=4 (LC 14) Max Grav 2=331 (LC 20), 8=163 (LC 20), 9=306 (LC 20), 10=494 (LC 19), 11=585 (LC 19), 13=299 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-252/55, 3-4=-116/21, 4-14=-112/20, 5-14=-112/20, 5-6=-116/21, 6-7=-211/19, 7-8=-186/0 BOT CHORD 2-13=0/94, 12-13=0/103, 11-12=0/103, 10-11=0/103, 9-10=0/103, 8-9=0/103 WEBS 3-13=-192/17, 4-11=-507/18, 5-10=-411/14, 7-9=-236/30 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 (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 14.0 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF65 TQ I46011481P02Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:38 Page: 1 ID:NtD0nvoCPTGIkS75CqakCezOBBP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x8 1 2 12 11 10 9 8 3 7 13 14 54 6 0-7-2 -0-7-2 5-4-0 11-2-15 5-8-12 16 -11-10 5-10-14 5-10-14 16-11-105-5-40-4-130-6-100-2-25-1-125-1-120-2-25-3-14Scale = 1:45 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-3-8,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 0.43 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Right: 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 (size)2=16-11-10, 8=16-11-10, 9=16-11-10, 10=16-11-10, 12=16-11-10 Max Horiz 2=4 (LC 14) Max Uplift 9=-10 (LC 14), 12=-7 (LC 14) Max Grav 2=263 (LC 20), 8=217 (LC 10), 9=637 (LC 20), 10=457 (LC 19), 12=649 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-195/245, 3-13=-190/2, 4-13=-174/9, 4-5=-122/44, 5-6=-122/44, 6-14=-174/10, 7-14=-190/2, 7-8=-190/248 BOT CHORD 2-12=-83/119, 11-12=-83/119, 10-11=-83/119, 9-10=-83/119, 8-9=-83/119 WEBS 3-12=-518/59, 5-10=-389/6, 7-9=-515/62 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 (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 14.0 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 7 lb uplift at joint 12 and 10 lb uplift at joint 9. 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 WF65 TQ I46011482P03Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:38 Page: 1 ID:hano5MwwkksFnb9ma9DJx2zOB9z-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x8 1 2 12 11 10 9 8 1613 1514 3 7 54 6 0-7-2 -0-7-2 1-8-13 9-5-5 7-6-5 16-11-10 7-8-8 7-8-8 16 -11-106-11-40-4-130-6-100-2-26-7-126-7-120-2-26-9-14Scale = 1:52 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-3-8,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 0.40 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 0.19 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Right: 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 (size)2=16-11-10, 8=16-11-10, 9=16-11-10, 10=16-11-10, 12=16-11-10 Max Horiz 2=4 (LC 16) Max Uplift 9=-16 (LC 17), 12=-14 (LC 17) Max Grav 2=380 (LC 23), 8=326 (LC 23), 9=648 (LC 23), 10=235 (LC 22), 12=666 (LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-13=-282/5, 13-14=-128/6, 3-14=-66/70, 3-4=-280/50, 4-5=-126/46, 5-6=-126/46, 6-7=-279/50, 7-15=-65/68, 15-16=-130/7, 8-16=-276/5 BOT CHORD 2-12=-33/97, 11-12=-33/97, 10-11=-33/97, 9-10=-33/97, 8-9=-33/97 WEBS 3-12=-536/67, 5-10=-168/0, 7-9=-528/69 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 (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 14.0 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 14 lb uplift at joint 12 and 16 lb uplift at joint 9. 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 WF65 TQ I46011483P04Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:38 Page: 1 ID:SfJgvjQGre9Hp2Mr2z_9euzOB9J-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =2x4 =4x6 =2x4 =2x4 =3x8 1 2 10 9 8 7 6 3 5 4 0-7-2 -0-7-2 8-4-12 16-11-10 8-6-15 8-6-15 16 -11-107-7-150-4-130-6-107-6-9Scale = 1:52.9 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [6:0-3-8,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 0.22 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 0.15 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Right: 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 (size)2=16-11-10, 6=16-11-10, 7=16-11-10, 8=16-11-10, 10=16-11-10 Max Horiz 2=4 (LC 12) Max Uplift 7=-24 (LC 13), 10=-22 (LC 13) Max Grav 2=200 (LC 1), 6=170 (LC 1), 7=459 (LC 11), 8=200 (LC 1), 10=469 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-124/63, 3-4=-164/66, 4-5=-163/66, 5-6=-121/64 BOT CHORD 2-10=-39/54, 9-10=-39/54, 8-9=-39/54, 7-8=-39/54, 6-7=-39/54 WEBS 4-8=-136/0, 3-10=-353/75, 5-7=-349/77 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 (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)This truss has been designed for greater of min roof live load of 14.0 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 22 lb uplift at joint 10 and 24 lb uplift at joint 7. 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 WF65 TQ I46011484P05Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:39 Page: 1 ID:w7PTgteZcAQkzplI5lINNhzOB91-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =4x6 =2x4 =2x4 =2x4 =3x4 712 11 10 9 8 6 3 5 4 0-7-2 17-8-15 0-7-2 -0-7-2 8-6-15 17-1-13 8-6-15 8-6-15 17-1-137-7-150-4-137-6-9Scale = 1:52.9 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [6:0-2-1,0-1-8] 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 0.22 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 0.15 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 63 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 (size)2=17-1-13, 6=17-1-13, 8=17-1-13, 9=17-1-13, 11=17-1-13 Max Uplift 8=-21 (LC 10), 11=-21 (LC 10) Max Grav 2=199 (LC 1), 6=199 (LC 1), 8=469 (LC 8), 9=198 (LC 1), 11=469 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-123/66, 3-4=-161/67, 4-5=-161/67, 5-6=-123/66, 6-7=0/21 BOT CHORD 2-11=-37/57, 10-11=-37/57, 9-10=-37/57, 8-9=-37/57, 6-8=-37/57 WEBS 4-9=-137/0, 3-11=-352/75, 5-8=-352/75 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 (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)This truss has been designed for greater of min roof live load of 14.0 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 21 lb uplift at joint 11 and 21 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)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 WF65 TQ I46011485P06Piggyback101WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:39 Page: 1 ID:WpFmdgpLJTBlfzp?wiYgxezOB8p-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 14 15 3 7 54 6 0-7-2 -0-7-2 0-7-2 17-8-15 3-7-1 10-4-7 6-9-6 6-9-6 6-9-6 17-1-13 17-1-136-2-00-4-130-2-25-10-85-10-80-2-26-0-10Scale = 1:45.5 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-1-9,0-1-8] 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 0.38 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 0.19 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 60 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 (size)2=17-1-13, 8=17-1-13, 10=17-1-13, 11=17-1-13, 13=17-1-13 Max Uplift 10=-9 (LC 14), 13=-9 (LC 14) Max Grav 2=344 (LC 20), 8=344 (LC 20), 10=643 (LC 20), 11=346 (LC 19), 13=643 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-14=-224/18, 3-14=-129/123, 3-4=-230/24, 4-5=-102/22, 5-6=-102/22, 6-7=-230/24, 7-15=-129/123, 8-15=-224/18, 8-9=0/24 BOT CHORD 2-13=-45/99, 12-13=-45/99, 11-12=-45/99, 10-11=-45/99, 8-10=-45/99 WEBS 5-11=-280/0, 3-13=-511/61, 7-10=-511/61 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 (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 14.0 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 9 lb uplift at joint 13 and 9 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 WF65 TQ I46011486P07Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:40 Page: 1 ID:t2a4EB487EydILVDCJyqqHzOB8T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x6 =2x4 =3x4 =2x4 =2x4 =2x4 =5x6 =3x4 912 13 12 11 10 8 4 14 5 15 6 73 0-7-2 17-8-15 0-7-2 -0-7-2 4-4-9 17-1-13 4-4-9 4-4-9 8-4-11 12-9-4 17 -1-134-2-00-4-130-2-23-10-83-10-80-2-24-0-10Scale = 1:37.6 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [3:0-3-7,Edge], [7:0-3-7,Edge], [8:0-1-9,0-1-8] 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 0.41 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 55 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 6-0-0 oc bracing. REACTIONS (size)2=17-1-13, 8=17-1-13, 10=17-1-13, 11=17-1-13, 13=17-1-13 Max Grav 2=435 (LC 20), 8=435 (LC 20), 10=441 (LC 19), 11=585 (LC 19), 13=441 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-358/94, 3-4=-183/43, 4-14=-159/44, 5-14=-159/44, 5-15=-159/44, 6-15=-159/44, 6-7=-183/43, 7-8=-358/94, 8-9=0/24 BOT CHORD 2-13=-33/151, 12-13=-33/151, 11-12=-33/151, 10-11=-33/151, 8-10=-33/151 WEBS 5-11=-519/14, 4-13=-336/6, 6-10=-336/6 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 (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 14.0 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF65 TQ I46011487P08Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:40 Page: 1 ID:m4L0eNKJBhbeJabFxEqlAjzOB88-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =4x6 =2x4 =2x4 51 2 6 4 3 0-7-2 8-4-7 0-7-2 -0-7-2 3-10-11 3-10-11 3-10-11 7-9-5 7-9-53-9-10-4-133-7-11Scale = 1:31.5 Plate Offsets (X, Y):[2:0-2-1,0-1-0], [4:0-2-1,0-1-0] 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 0.28 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 0.05 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 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 (size)2=7-9-5, 4=7-9-5, 6=7-9-5 Max Uplift 2=-1 (LC 10), 4=-1 (LC 10) Max Grav 2=219 (LC 8), 4=219 (LC 8), 6=270 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-119/25, 3-4=-119/25, 4-5=0/21 BOT CHORD 2-6=0/41, 4-6=0/41 WEBS 3-6=-172/0 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 (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)This truss has been designed for greater of min roof live load of 14.0 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 1 lb uplift at joint 2 and 1 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 WF65 TQ I46011488P09Piggyback41WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:41 Page: 1 ID:esbXUkNpEv64oBv1A3uhLZzOB84-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =2x4 =2x4 =5x6 =2x4 =2x4 =2x4 =3x4 =4x6 =2x4 =3x4 1 102 14 13 12 11 9 17 15 164 5 63 7 8 0-7-2 20-8-7 0-7-2 -0-7-2 1-3-1 1-3-1 2-7-9 16-2-10 3-10-11 20 -1-5 12-4-0 13-7-1 20-1-53-9-10-4-130-2-21-3-41-3-40-2-21-5-62-2-53-7-11Scale = 1:41.3 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [9:0-2-1,0-1-8], [13:0-3-0,0-3-0] 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 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 56 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 6-0-0 oc bracing. REACTIONS (size)2=20-1-5, 9=20-1-5, 11=20-1-5, 12=20-1-5, 13=20-1-5, 14=20-1-5 Max Grav 2=210 (LC 23), 9=287 (LC 10), 11=389 (LC 23), 12=560 (LC 22), 13=524 (LC 22), 14=592 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-141/17, 3-4=-73/26, 4-15=-70/26, 15-16=-70/26, 5-16=-70/26, 5-6=-83/24, 6-7=-90/21, 7-8=-111/150, 8-17=-109/85, 9-17=-190/15, 9-10=0/22 BOT CHORD 2-14=-26/70, 13-14=-26/70, 12-13=-24/83, 11-12=-24/83, 9-11=-24/83 WEBS 8-11=-299/5, 6-12=-481/27, 5-13=-451/13, 4-14=-487/22 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 (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 14.0 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF65 TQ I46011489P10Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:41 Page: 1 ID:ik?CdsZEiW?y5VYvYjgCSjzOB7r-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 71 2 8 6 9 10 43 5 0-7-2 8-4-7 0-7-2 -0-7-2 2-9-2 5-3-4 2-6-1 2-6-1 2-6-1 7-9-5 7-9-52-7-40-4-130-2-22-3-122-3-120-2-22-5-14Scale = 1:26.9 Plate Offsets (X, Y):[2:0-2-1,0-1-0], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-1,0-1-0] 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 0.13 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 0.05 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 23 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 (size)2=7-9-5, 6=7-9-5, 8=7-9-5 Max Grav 2=375 (LC 20), 6=375 (LC 20), 8=304 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-9=-348/6, 3-9=-259/23, 3-4=-218/26, 4-5=-218/26, 5-10=-259/23, 6-10=-348/6, 6-7=0/24 BOT CHORD 2-8=0/197, 6-8=0/197 WEBS 4-8=-207/3 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 (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 14.0 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF65 TQ I46011490P11Piggyback11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:41 Page: 1 ID:mdPtn?leA7upOoCoxNRjZuzOB7c-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 7-5-9 7-5-96-2-106-2-10Scale = 1:39 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 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 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 (size)1=7-5-9, 4=7-5-9, 5=7-5-9 Max Horiz 1=-147 (LC 4) Max Uplift 1=-28 (LC 4), 5=-16 (LC 9) Max Grav 1=113 (LC 7), 4=97 (LC 1), 5=400 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/103, 2-3=-127/113, 3-4=-77/5 BOT CHORD 1-5=-79/86, 4-5=-79/86 WEBS 2-5=-314/67 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 (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)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 28 lb uplift at joint 1 and 16 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 WF65 TQ I46011491V01Valley21WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:42 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 5-0-12 5-0-124-2-104-2-10Scale = 1:34.5 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 0.29 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: 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 5-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-0-12, 4=5-0-12, 5=5-0-12 Max Horiz 1=-100 (LC 4) Max Uplift 1=-11 (LC 4), 4=-119 (LC 7), 5=-13 (LC 9) Max Grav 1=125 (LC 7), 4=32 (LC 4), 5=378 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/82, 2-3=-124/72, 3-4=-44/100 BOT CHORD 1-5=-54/58, 4-5=-54/58 WEBS 2-5=-297/61 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 (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)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 11 lb uplift at joint 1, 119 lb uplift at joint 4 and 13 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 WF65 TQ I46011492V02Valley21WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:42 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 1 3 2 2-8-0 2-8-02-2-102-2-10Scale = 1:21.6 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 0.13 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 0.00 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 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-8-0, 3=2-8-0 Max Horiz 1=-47 (LC 4) Max Grav 1=95 (LC 7), 3=89 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-33/37, 2-3=-67/5 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 (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)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)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 WF65 TQ I46011493V03Valley21WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:42 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =2x8 =3x4 1 8 7 6 2 3 4 5 12-2-1 12-2-110-1-1210-1-12Scale = 1:58.3 Plate Offsets (X, Y):[6: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 0.98 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.00 6 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 Stud/No.3 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (size)1=12-2-1, 6=12-2-1, 7=12-2-1, 8=12-2-1 Max Horiz 1=-229 (LC 4) Max Uplift 1=-53 (LC 4), 7=-19 (LC 9), 8=-14 (LC 9) Max Grav 1=115 (LC 1), 6=144 (LC 4), 7=419 (LC 7), 8=391 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-89/138, 2-3=-93/166, 3-4=-158/139, 4-5=-92/158, 5-6=-99/0 BOT CHORD 1-8=-123/138, 7-8=-123/138, 6-7=-123/138 WEBS 2-8=-308/68, 3-7=-301/46 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 (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)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 53 lb uplift at joint 1, 14 lb uplift at joint 8 and 19 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 WF65 TQ I46011494V04Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:42 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 =2x8 =3x4 1 7 6 5 2 3 4 9-9-5 9-9-58-1-128-1-12Scale = 1:47.2 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 0.55 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (size)1=9-9-5, 5=9-9-5, 6=9-9-5, 7=9-9-5 Max Horiz 1=-188 (LC 4) Max Uplift 1=-42 (LC 4), 5=-70 (LC 5), 6=-12 (LC 9), 7=-16 (LC 9) Max Grav 1=110 (LC 7), 5=98 (LC 4), 6=292 (LC 7), 7=396 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/123, 2-3=-124/144, 3-4=-115/108, 4-5=-37/21 BOT CHORD 1-7=-102/111, 6-7=-102/111, 5-6=-102/111 WEBS 2-7=-306/68, 3-6=-194/17 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 (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)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 42 lb uplift at joint 1, 70 lb uplift at joint 5, 16 lb uplift at joint 7 and 12 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 WF65 TQ I46011495V05Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:43 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 7-4-8 7-4-86-1-126-1-12Scale = 1:38.7 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 0.48 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 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 28 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 (size)1=7-4-8, 4=7-4-8, 5=7-4-8 Max Horiz 1=-145 (LC 4) Max Uplift 1=-27 (LC 4), 5=-15 (LC 9) Max Grav 1=114 (LC 7), 4=93 (LC 1), 5=396 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-44/102, 2-3=-125/111, 3-4=-76/6 BOT CHORD 1-5=-78/85, 4-5=-78/85 WEBS 2-5=-311/67 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 (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)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 27 lb uplift at joint 1 and 15 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 WF65 TQ I46011496V06Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:43 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 4-11-11 4-11-114-1-124-1-12Scale = 1:34.2 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 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P 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 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-11-11, 4=4-11-11, 5=4-11-11 Max Horiz 1=-98 (LC 4) Max Uplift 1=-11 (LC 4), 4=-138 (LC 7), 5=-12 (LC 9) Max Grav 1=125 (LC 7), 4=27 (LC 4), 5=390 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/82, 2-3=-130/70, 3-4=-42/114 BOT CHORD 1-5=-53/57, 4-5=-53/57 WEBS 2-5=-306/63 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 (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)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 11 lb uplift at joint 1, 138 lb uplift at joint 4 and 12 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 WF65 TQ I46011497V07Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:43 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-2-11 6-2-115-2-35-2-3Scale = 1:34.6 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 0.33 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: 24 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 (size)1=6-2-11, 4=6-2-11, 5=6-2-11 Max Horiz 1=-124 (LC 4) Max Uplift 1=-19 (LC 4), 4=-22 (LC 5), 5=-13 (LC 9) Max Grav 1=123 (LC 7), 4=67 (LC 4), 5=354 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/90, 2-3=-109/93, 3-4=-62/31 BOT CHORD 1-5=-66/72, 4-5=-66/72 WEBS 2-5=-279/58 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 (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)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 19 lb uplift at joint 1, 22 lb uplift at joint 4 and 13 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 WF65 TQ I46011498V08Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:43 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 8 7 6 1 2 4 53 1-5-11 8-7-7 7-1-13 7-1-13 8-7-75-11-85-9-60-2-20-2-2Scale = 1:46.9 Plate Offsets (X, Y):[3:0-2-0,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 0.58 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 0.22 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 37 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-7-7, 6=8-7-7, 7=8-7-7, 8=8-7-7 Max Horiz 1=-137 (LC 6) Max Uplift 1=-25 (LC 6), 6=-189 (LC 16), 8=-7 (LC 14) Max Grav 1=191 (LC 16), 6=-24 (LC 14), 7=397 (LC 16), 8=590 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-115/153, 2-3=-177/97, 3-4=-75/75, 4-5=-73/78, 5-6=-55/171 BOT CHORD 1-8=-74/83, 7-8=-74/83, 6-7=-74/83 WEBS 2-8=-489/56, 4-7=-335/7 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 (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)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, 189 lb uplift at joint 6 and 7 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 WF65 TQ I46011499V09Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:44 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 8 7 6 9 2 4 53 3-10-7 11-0-4 7-1-13 7-1-13 11-0-45-11-85-9-60-2-20-2-2Scale = 1:44.1 Plate Offsets (X, Y):[3:0-2-0,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 0.59 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 0.21 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 42 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=11-0-4, 6=11-0-4, 7=11-0-4, 8=11-0-4 Max Horiz 1=-132 (LC 6) Max Uplift 1=-24 (LC 6), 8=-8 (LC 14) Max Grav 1=188 (LC 16), 6=169 (LC 15), 7=395 (LC 15), 8=591 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-110/74, 2-9=-29/157, 2-3=-176/99, 3-4=-74/74, 4-5=-73/78, 5-6=-145/16 BOT CHORD 1-8=-70/78, 7-8=-70/78, 6-7=-70/78 WEBS 2-8=-491/58, 4-7=-324/0 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 (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)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 24 lb uplift at joint 1 and 8 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 WF65 TQ I46011500V10Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:44 Page: 1 ID:itG4b1hCyWfiePBN?xDh1yzOBYo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 =2x8 =3x4 1 7 6 5 2 3 4 9-11-14 9-11-148-3-148-3-14Scale = 1:48 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 0.59 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 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 No.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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (size)1=9-11-14, 5=9-11-14, 6=9-11-14, 7=9-11-14 Max Horiz 1=-192 (LC 4) Max Uplift 1=-43 (LC 4), 5=-56 (LC 5), 6=-12 (LC 9), 7=-16 (LC 9) Max Grav 1=109 (LC 1), 5=103 (LC 4), 6=317 (LC 7), 7=425 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-69/125, 2-3=-108/146, 3-4=-117/115, 4-5=-44/15 BOT CHORD 1-7=-104/113, 6-7=-104/113, 5-6=-104/113 WEBS 2-7=-334/69, 3-6=-214/20 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 (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)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 43 lb uplift at joint 1, 56 lb uplift at joint 5, 16 lb uplift at joint 7 and 12 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 WF65 TQ I46011501V11Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:44 Page: 1 ID:?719npsndpfn562OTIjlsOzOBFC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 7-7-1 7-7-16-3-146-3-14Scale = 1:39.4 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 0.51 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 0.09 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 (size)1=7-7-1, 4=7-7-1, 5=7-7-1 Max Horiz 1=-149 (LC 4) Max Uplift 1=-29 (LC 4), 5=-16 (LC 9) Max Grav 1=110 (LC 1), 4=102 (LC 1), 5=438 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-46/104, 2-3=-123/115, 3-4=-79/0 BOT CHORD 1-5=-80/87, 4-5=-80/87 WEBS 2-5=-350/69 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 (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)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 29 lb uplift at joint 1 and 16 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 WF65 TQ I46011502V12Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:44 Page: 1 ID:PijHPrugwk1Lyanz8QGSU1zOBF9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 5-2-4 5-2-44-3-144-3-14Scale = 1:35 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 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P 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 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-2-4, 4=5-2-4, 5=5-2-4 Max Horiz 1=-103 (LC 4) Max Uplift 1=-12 (LC 4), 4=-102 (LC 7), 5=-13 (LC 9) Max Grav 1=122 (LC 7), 4=38 (LC 4), 5=396 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/82, 2-3=-121/75, 3-4=-46/88 BOT CHORD 1-5=-55/60, 4-5=-55/60 WEBS 2-5=-317/59 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 (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)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 12 lb uplift at joint 1, 102 lb uplift at joint 4 and 13 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 WF65 TQ I46011503V13Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:45 Page: 1 ID:tuHfcBvIh19CZkM9i8nh0EzOBF8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =3x4 9 8 7 6 1 10 2 4 53 3-3-12 10-1-8 6-9-12 6-9-12 10 -1-87-10-31-0-77-8-40-1-157-8-47-8-40-1-157-10-3Scale = 1:52.9 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 0.66 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.36 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 49 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=10-1-8, 7=10-1-8, 8=10-1-8, 9=10-1-8 Max Horiz 9=-160 (LC 6) Max Uplift 6=-12 (LC 14), 8=-38 (LC 14), 9=-76 (LC 6) Max Grav 6=104 (LC 19), 7=380 (LC 15), 8=651 (LC 20), 9=215 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-196/84, 1-10=-139/117, 2-10=-24/192, 2-3=-220/135, 3-4=-99/104, 4-5=-98/105, 5-6=-118/65 BOT CHORD 8-9=-96/107, 7-8=-96/107, 6-7=-96/107 WEBS 2-8=-540/81, 4-7=-318/0 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 (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)Provide adequate drainage to prevent water ponding. 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 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 76 lb uplift at joint 9, 12 lb uplift at joint 6 and 38 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)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 WF65 TQ I46011504V14Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:45 Page: 1 ID:pHOQ1sxYDfPwp1VYpZq96fzOBF6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 =3x4 1 8 7 6 2 9 3 54 1-7-12 10 -1-8 8-5-12 8-5-12 10-1-88-10-30-4-78-8-40-1-158-8-48-8-40-1-158-10-3Scale = 1:57.5 Plate Offsets (X, Y):[1:0-1-5,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 0.67 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 0.44 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 50 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x4 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (size)1=10-1-8, 6=10-1-8, 7=10-1-8, 8=10-1-8 Max Uplift 6=-3 (LC 20), 8=-165 (LC 6) Max Grav 1=209 (LC 16), 6=108 (LC 15), 7=395 (LC 16), 8=724 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-138/232, 2-9=-211/73, 3-9=-79/154, 3-4=-124/85, 4-5=-111/121, 5-6=-106/38 BOT CHORD 1-8=-111/121, 7-8=-111/121, 6-7=-111/121 WEBS 2-8=-620/218, 3-7=-335/0 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 (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)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 3 lb uplift at joint 6 and 165 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 WF65 TQ I46011505V15Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:45 Page: 1 ID:Es4YguzRWanVgVE6UhNsjIzOBF3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 =2x8 =3x4 1 7 6 5 2 3 4 9-10-3 9-10-39-10-39-10-3Scale = 1:54.5 Plate Offsets (X, Y):[5: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 0.84 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.41 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (size)1=9-10-3, 5=9-10-3, 6=9-10-3, 7=9-10-3 Max Uplift 5=-97 (LC 5), 6=-111 (LC 4), 7=-148 (LC 4) Max Grav 1=111 (LC 1), 5=127 (LC 4), 6=355 (LC 7), 7=485 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-143/168, 2-3=-110/78, 3-4=-132/123, 4-5=-39/26 BOT CHORD 1-7=-124/135, 6-7=-124/135, 5-6=-124/135 WEBS 2-7=-393/202, 3-6=-231/62 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 (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)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 97 lb uplift at joint 5, 148 lb uplift at joint 7 and 111 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 WF65 TQ I46011506V16Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:46 Page: 1 ID:AECJ4a?h2B1DvpOVc6PKpjzOBF1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 8-6-1 8-6-18-6-18-6-1Scale = 1:48.7 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 0.99 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 36 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. WEBS 1 Row at midpt 3-4 REACTIONS (size)1=8-6-1, 4=8-6-1, 5=8-6-1 Max Uplift 5=-173 (LC 4) Max Grav 1=128 (LC 1), 4=113 (LC 1), 5=552 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-110/159, 2-3=-160/116, 3-4=-85/4 BOT CHORD 1-5=-108/117, 4-5=-108/117 WEBS 2-5=-452/233 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 (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)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 173 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 WF65 TQ I46011507V17Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:46 Page: 1 ID:6dJ3VG0xZoIx86YujXSou8zOBF?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-10-1 6-10-16-10-16-10-1Scale = 1:41.6 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 0.62 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 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: 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 (size)1=6-10-1, 4=6-10-1, 5=6-10-1 Max Uplift 4=-6 (LC 5), 5=-145 (LC 4) Max Grav 1=117 (LC 1), 4=68 (LC 1), 5=449 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-82/127, 2-3=-133/103, 3-4=-54/23 BOT CHORD 1-5=-88/96, 4-5=-88/96 WEBS 2-5=-368/194 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 (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)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 6 lb uplift at joint 4 and 145 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 WF65 TQ I46011508V18Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:46 Page: 1 ID:qYwrcg8DDtYWLfIpJdd8IFzOBEr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 5-2-1 5-2-15-2-15-2-1Scale = 1:38.6 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)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 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 5-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-2-1, 4=5-2-1, 5=5-2-1 Max Uplift 4=-135 (LC 5), 5=-145 (LC 4) Max Grav 1=118 (LC 1), 4=97 (LC 4), 5=441 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/102, 2-3=-153/125, 3-4=-106/120 BOT CHORD 1-5=-67/72, 4-5=-67/72 WEBS 2-5=-361/193 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 Exterior (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)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 135 lb uplift at joint 4 and 145 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 WF65 TQ I46011509V19Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:46 Page: 1 ID:IlUDp09r_BgNzot?sL8NqSzOBEq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =2x4 =2x4 1 3 2 3-6-1 3-6-13-6-13-6-1Scale = 1:26.5 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 0.34 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-6-1, 3=3-6-1 Max Uplift 1=-10 (LC 4), 3=-10 (LC 4) Max Grav 1=138 (LC 7), 3=138 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-51/51, 2-3=-107/29 BOT CHORD 1-3=-43/47 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 (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)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 10 lb uplift at joint 1 and 10 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 WF65 TQ I46011510V20Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:47 Page: 1 ID:iJAMR2BjG62xqGcaYTi4S5zOBEn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =2x4 =2x4 1 3 2 1-10-1 1-10-11-10-11-10-1Scale = 1:20 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 0.06 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: 6 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 1-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-10-1, 3=1-10-1 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=-23/23, 2-3=-48/13 BOT CHORD 1-3=-19/21 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 (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)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 WF65 TQ I46011511V21Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:47 Page: 1 ID:b5PtHPEEKKZNJtwLnJm0cxzOBEj-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =4x6 =2x4 =2x8 =3x6 1 10 9 8 7 2 3 4 6 5 1-10-12 13-1-14 11-3-2 11-3-2 13-1-1411-3-29-4-6Scale = 1:66.2 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 0.84 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.37 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 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 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS (size)1=13-1-14, 7=13-1-14, 8=13-1-14, 9=13-1-14, 10=13-1-14 Max Uplift 1=-23 (LC 5), 7=-124 (LC 4), 8=-19 (LC 5), 9=-130 (LC 4), 10=-120 (LC 4) Max Grav 1=96 (LC 4), 7=141 (LC 5), 8=239 (LC 1), 9=461 (LC 7), 10=407 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-147/157, 2-3=-80/89, 3-4=-202/171, 4-5=-162/192, 5-6=-228/248, 6-7=-208/208 BOT CHORD 1-10=-118/129, 9-10=-118/129, 8-9=-118/129, 7-8=-118/129 WEBS 5-8=-278/164, 3-9=-385/190, 2-10=-322/158 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 (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)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 124 lb uplift at joint 7, 23 lb uplift at joint 1, 19 lb uplift at joint 8, 130 lb uplift at joint 9 and 120 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011512V22Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:47 Page: 1 ID:3HzFVlFs5ehEw1VXK0IF98zOBEi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =2x4 =2x4 =4x6 =2x4 =2x8 =3x4 1 9 8 7 6 2 3 5 4 1-10 -12 11-5-14 9-7-2 9-7-2 11-5-149-7-27-8-6Scale = 1:62 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 0.26 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 6 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 No.2 *Except* 4-5:2x4 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. WEBS 1 Row at midpt 4-7 REACTIONS (size)1=11-5-14, 6=11-5-14, 7=11-5-14, 8=11-5-14, 9=11-5-14 Max Uplift 1=-114 (LC 5), 6=-112 (LC 4), 8=-140 (LC 4), 9=-107 (LC 4) Max Grav 1=113 (LC 4), 6=132 (LC 5), 7=235 (LC 1), 8=475 (LC 7), 9=354 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-159/166, 2-3=-78/96, 3-4=-183/163, 4-5=-190/207, 5-6=-173/168 BOT CHORD 1-9=-98/107, 8-9=-98/107, 7-8=-98/107, 6-7=-98/107 WEBS 4-7=-216/110, 3-8=-394/196, 2-9=-291/148 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 (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)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 114 lb uplift at joint 1, 112 lb uplift at joint 6, 140 lb uplift at joint 8 and 107 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF65 TQ I46011513V23Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:47 Page: 1 ID:ibhn0sOOGKCXMtPr1YV4egzOBEW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x8 =2x487 6 1 9 2 4 53 3-11-6 11-7-14 7-8-8 7-8-8 11-7-147-8-87-6-90-1-150-1-15Scale = 1:52.3 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 0.65 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 0.35 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 50 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=11-7-14, 6=11-7-14, 7=11-7-14, 8=11-7-14 Max Horiz 1=-173 (LC 6) Max Uplift 1=-50 (LC 6), 8=-36 (LC 14) Max Grav 1=197 (LC 16), 6=231 (LC 15), 7=398 (LC 15), 8=641 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-128/106, 2-9=-33/185, 2-3=-215/146, 3-4=-96/94, 4-5=-95/102, 5-6=-201/18 BOT CHORD 1-8=-92/103, 7-8=-92/103, 6-7=-92/103 WEBS 2-8=-544/86, 4-7=-320/0 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 (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)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 50 lb uplift at joint 1 and 36 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 WF65 TQ I46011514V24Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:48 Page: 1 ID:ezpXRYQeoxSFcBZE9yYYj5zOBEU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x8 =2x8 1 8 7 6 2 4 53 2-3-6 9-11-14 7-8-8 7-8-8 9-11-147-8-87-6-90-1-150-1-15Scale = 1:49.7 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 0.65 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 0.30 Horiz(TL)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 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=9-11-14, 6=9-11-14, 7=9-11-14, 8=9-11-14 Max Horiz 1=-177 (LC 6) Max Uplift 1=-53 (LC 6), 6=-12 (LC 16), 8=-34 (LC 14) Max Grav 1=196 (LC 16), 6=105 (LC 15), 7=336 (LC 16), 8=655 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-127/187, 2-3=-214/145, 3-4=-96/96, 4-5=-96/104, 5-6=-112/48 BOT CHORD 1-8=-95/104, 7-8=-95/104, 6-7=-95/104 WEBS 2-8=-554/86, 4-7=-275/0 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 (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)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 53 lb uplift at joint 1, 12 lb uplift at joint 6 and 34 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 WF65 TQ I46011515V25Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:48 Page: 1 ID:bMxIrDRuKYizrUjcGNa0oWzOBES-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =3x4 =3x4 =2x8 1 6 5 2 7 43 0-7-6 8-3-14 7-8-8 7-8-8 8-3-147-8-87-6-90-1-150-1-15Scale = 1:50.9 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 0.71 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 34 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-3-14, 5=8-3-14, 6=8-3-14 Max Horiz 1=-182 (LC 6) Max Uplift 1=-52 (LC 6), 6=-32 (LC 14) Max Grav 1=200 (LC 16), 5=205 (LC 16), 6=693 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-137/177, 2-7=-229/113, 3-7=-86/127, 3-4=-101/98, 4-5=-169/0 BOT CHORD 1-6=-96/112, 5-6=-96/112 WEBS 2-6=-569/71 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 (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)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 52 lb uplift at joint 1 and 32 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 WF65 TQ I46011516V26Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:49 Page: 1 ID:3YVg3ZSW5sqqTeIoq55FLkzOBER-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x45 4 1 2 3 6-7-14 6-7-146-7-146-7-14Scale = 1:40.8 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 0.59 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: 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 (size)1=6-7-14, 4=6-7-14, 5=6-7-14 Max Horiz 1=-159 (LC 4) Max Uplift 1=-44 (LC 4), 4=-20 (LC 5), 5=-34 (LC 9) Max Grav 1=118 (LC 1), 4=104 (LC 4), 5=421 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/121, 2-3=-134/131, 3-4=-95/34 BOT CHORD 1-5=-86/93, 4-5=-86/93 WEBS 2-5=-342/81 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 (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)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 44 lb uplift at joint 1, 20 lb uplift at joint 4 and 34 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 WF65 TQ I46011517V27Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:49 Page: 1 ID:T7AphbUPOnCOK60NVDfyzMzOBEO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 5 4 1 2 3 4-11-14 4-11-144-11-144-11-14Scale = 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 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 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 4-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-11-14, 4=4-11-14, 5=4-11-14 Max Horiz 1=-119 (LC 4) Max Uplift 1=-28 (LC 4), 4=-168 (LC 7), 5=-33 (LC 9) Max Grav 1=121 (LC 7), 4=50 (LC 4), 5=449 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/98, 2-3=-166/94, 3-4=-64/144 BOT CHORD 1-5=-64/70, 4-5=-64/70 WEBS 2-5=-365/84 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 (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)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 28 lb uplift at joint 1, 168 lb uplift at joint 4 and 33 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 WF65 TQ I46011518V28Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:49 Page: 1 ID:PWIZ6HWfvOS6ZPAmdehQ2nzOBEM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =2x4 =2x4 1 3 2 3-3-14 3-3-143-3-143-3-14Scale = 1:25.8 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 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 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: 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-3-14, 3=3-3-14 Max Uplift 1=-10 (LC 4), 3=-10 (LC 4) Max Grav 1=129 (LC 7), 3=129 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/48, 2-3=-101/27 BOT CHORD 1-3=-40/44 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 (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)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 10 lb uplift at joint 1 and 10 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 WF65 TQ I46011519V29Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:50 Page: 1 ID:uisxKdXHgiazBZlyBLCfb?zOBEL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =2x4 =2x4 1 3 2 1-7-14 1-7-141-7-141-7-14Scale = 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 0.04 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 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 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-7-14, 3=1-7-14 Max Horiz 1=-31 (LC 4) Max Uplift 1=-4 (LC 4) Max Grav 1=53 (LC 7), 3=51 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-20/26, 2-3=-39/2 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 (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)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 4 lb uplift at joint 1. 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 WF65 TQ I46011520V30Valley11WF65 TQ Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.5 S 0 Apr 20 2021 Print: 8.500 S Apr 20 2021 MiTek Industries, Inc. Fri May 07 07:46:50 Page: 1 ID:6pknopPya7sAXH84EJ1rJNzOBFo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f May 7,2021 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 Spacing 24" O/C Spacing 24" O/C Spacing 24" O/C Spacing 24" O/CSpacing24" O/CSpacing24" O/CSpacing24" O/CSpacing24" O/C Spacing 24" O/C Spacing 24" O/C Spacing 24" O/C9' CLG9' CLG9' CLG9' CLG9' CLG11' CLG9' CLG9' CLG11' CLG11' CLG11' CLG11' CLG9' CLG***Add filler to bottom chord***Pad down BC as req'dField frame overhangPad down BC as req'dHatch LegendInterior bearing walls req'dL02L03L04L05L06L07L08L09L10L11L12L13L14L15L16B01B02B02B02B02B02B03B04B05B06J19J19J19A05A05A06A06A06A06G01J06J07J07J07J07J06J02J02J02J02J02J02J02J02J19C01C02C02C02C02C02C03C03G29G02G03C04J05J04J05J04J10J03J10J03J09J09J08J08J01J01HUS26G04G05G06G06G06G07L01A05A04A03A02A01J13J14J13J14J15J15J15J15J15J15J15J15J17J17J17J17J16J16J19J19J18G08G09G10G11G12G13G14G14G14G28J26J25J25J25J25J25J25J25J25J25J24J23J22J21J20J27J28G27G26G25G24G23G22G21D01D02D03HUS26D04D04D04D04D04D05HUS28G15G16HUS28G17G17G18HUS28G19G20J11J12J12J12J12J12J02V02V03V01V02V03V04V05V06V07V08V09V10V11V12V13V14V15V16V17V18V19V20V21V22V23V24V25V26V27V28V29V30V01P01P02P03P04P05P06P06P06P06P06P06P06P06P11P09P10P06P06P07P08P09P09P09HHUS28-2UndesignedNo Soln.No Soln.UndesignedHHUS210-2NAILEDNAILED14-00-00 7-11-0022-00-0016-10-0012-07-00 7-01-00 4-00-0011-07-0817-05-0815-07-0015-09-0819-11-084-00-005-00-0810-03-0816-04-0822-09-005-03-001-00-0915-10-158-02-081-10-0810-05-003-00-0029-02-0820-00-0024-05-085-05-1020-00-0014-07-002-00-0016-00-001-06-1212-00-0015-04-002-00-0814-00-001-06-0016-00-0014-00-001-10-0414-00-003-02-081-07-011-09-0324-00-001-11-082-08-112-08-12SHOPDRAWINGAPPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSESAND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSSLAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BERECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALLCONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT INEXTRA CHARGES TO YOU.REVIEWED BY:__________________________APPROVED BY:______________________________ DATE:___________THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to beincorporated into the building design at the specification of thebuilding designer. See individualdesign sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The designof the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from theTruss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.Floor Area: 0Roof Area: 6295.44Hip Lines: 308.98Horizontal OH:297.08Rake OH: 77.18Valley Lines: 256.42Ridge Lines: 114.46 ft2702 North Tibbs AvenueIndianapolis, Indiana 46222WF65 TQSubdivision:5/7/2021WATERFRONT OF WEST CLAY65Matt BowmanOWL ASHOOPMAN HOMESWF65 TQDate:Sales Rep:Client:Lot #:Order #:Job Name:Designer:Model: