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HomeMy WebLinkAboutGN010.0 - Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. June 17,2020 Liu, Xuegang Pages or sheets covered by this seal: I41691752 thru I41691930 My license renewal date for the state of Indiana is July 31, 2020. WF60 S WF60 S IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 Sheet Front1 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 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 *Except* 19-7,20-6,18-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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=-136 (LC 4), 15=-40 (LC 4), 16=-44 (LC 4), 17=-64 (LC 4), 18=-1 (LC 4), 19=-167 (LC 5), 20=-1 (LC 4), 21=-64 (LC 4), 22=-44 (LC 4), 23=-40 (LC 4), 24=-136 (LC 4) Max Grav 14=205 (LC 6), 15=164 (LC 5), 16=136 (LC 8), 17=149 (LC 8), 18=127 (LC 8), 19=400 (LC 4), 20=127 (LC 8), 21=149 (LC 8), 22=136 (LC 8), 23=164 (LC 5), 24=205 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-196/164, 1-2=0/106, 2-3=-39/129, 3-4=-79/165, 4-5=-119/224, 5-6=-172/289, 6-7=-198/315, 7-8=-198/315, 8-9=-172/289, 9-10=-119/224, 10-11=-79/165,11-12=-39/129, 12-13=0/106,12-14=-196/164 BOT CHORD 23-24=-25/63, 22-23=-25/63, 21-22=-25/63,20-21=-25/63, 19-20=-25/63, 18-19=-25/63, 17-18=-25/63, 16-17=-25/63, 15-16=-25/63, 14-15=-25/63 WEBS 7-19=-384/194, 6-20=-100/18, 5-21=-121/78, 4-22=-114/67, 3-23=-123/40, 8-18=-100/18, 9-17=-121/78, 10-16=-114/67, 11-15=-123/40 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 136 lb uplift at joint 24, 136 lb uplift at joint 14, 167 lb uplift at joint 19, 1 lb uplift at joint 20, 64 lb uplift at joint 21, 44 lb uplift at joint 22, 40 lb uplift at joint 23, 1 lb uplift at joint 18, 64 lb uplift at joint 17, 44 lb uplift at joint 16 and 40 lb uplift at joint 15. 11)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691752A01Common Supported Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:14 Page: 1 ID:woWzEIuV0cMnJpof6_YPLrzXgcY-nhJkdoeH9hCx6HVJsHpodK2wdGA0cUKlyAOPUVz5PYv June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =6x8 =4x6 =3x8 =6x8 =2x8 7 6 5 1 42 3 1-4-4 -1-4-4 7-0-0 7-0-0 7-0-0 14-0-0 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 0.82 Vert(LL)-0.05 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(TL)-0.12 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 *Except* 6-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-13 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=67 (LC 4) Max Uplift 5=-39 (LC 4), 7=-84 (LC 4) Max Grav 5=600 (LC 8), 7=661 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-540/103, 3-4=-528/95, 2-7=-599/118, 4-5=-538/73 BOT CHORD 6-7=-90/153, 5-6=-29/120 WEBS 3-6=0/252, 2-6=-21/196, 4-6=0/147 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 7 and 39 lb uplift at joint 5. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691753A02Common11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:16 Page: 1 ID:S90R9aICFlW6mtq?YQe9BozXgc1-gSYFSAhoDviMbvp457uknADTSuTHYICLtoMcdGz5PYr June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x4 =8x8 =4x6 =3x8 =3x6 =5x9 =3x4 =3x4 =5x6 =6x8 =4x6 =2x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special 14 13 12 11 22 23 24 10 9 8121 72 5 20194 6 15 1817 16 3 1-4-4 23-4-4 1-4-4 -1-4-4 1-5-5 22-0-0 4-0-0 20-6-11 4-0-0 16-6-11 5-6-11 12-6-11 7-0-0 7-0-0 1-3-9 22-0-0 5-8-7 12-8-7 7-0-0 7-0-0 8-0-0 20-8-78-11-01-11-00-1-153-2-63-2-60-1-153-4-55-6-118-11-0Scale = 1:62.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-4-8,0-2-2], [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 0.96 Vert(LL)0.20 10-11 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(TL)-0.28 10-11 >917 180 TCDL 10.0 Rep Stress Incr NO WB 0.73 Horiz(TL)0.05 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 108 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-5 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 4-13 REACTIONS (size)9=0-3-8, 14=0-3-8 Max Uplift 9=-397 (LC 6), 14=-164 (LC 6) Max Grav 9=1414 (LC 19), 14=1026 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-15=-948/166, 15-16=-874/167, 3-16=-821/194, 3-17=-823/200, 17-18=-855/181, 4-18=-1080/175, 4-19=-2000/459, 5-19=-2003/458, 5-20=-606/232, 6-20=-603/232, 6-7=-819/343, 7-21=0/129, 8-21=0/31, 2-14=-958/196, 7-9=-1481/529 BOT CHORD 13-14=-28/187, 12-13=-313/1973, 11-12=-313/1973, 11-22=-260/1674, 22-23=-260/1674, 23-24=-260/1674, 10-24=-260/1674, 9-10=-26/48 WEBS 3-13=-142/833, 4-13=-1688/465, 4-11=-388/147, 6-10=-211/337, 2-13=0/514, 7-10=-261/1073, 5-11=-67/731, 5-10=-1345/211 NOTES 1)Wind: ASCE 7-10; 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 23-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 164 lb uplift at joint 14 and 397 lb uplift at joint 9. 8)This truss is designed in accordance with the 2012 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) 379 lb down and 131 lb up at 20-5-12 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, 3-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 10=-274 (F) Job Truss Truss Type Qty Ply WF60 S I41691754A03Roof Special Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:16 Page: 1 ID:2wzRNdHexyrTcU5mLe6NW5zXgal-gSYFSAhoDviMbvp457uknADRKuP?Y8vLtoMcdGz5PYr June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x4 =8x8 =4x6 =3x8 =3x4 =6x6 =3x4 =3x4 =5x6 =3x8 =3x6 =2x4 14 13 12 11 10 9 81 7219 5 18 64 15 17 16 3 1-4-4 23-4-4 1-4-4 -1-4-4 4-0-0 14-11-15 4-0-0 18-11-15 3-11-15 10-11-15 3-0-1 22-0-0 7-0-0 7-0-0 2-10-5 22-0-0 4-1-11 11-1-11 7-0-0 7-0-0 8-0-0 19-1-118-11-01-11-00-1-154-9-24-9-20-1-154-11-13-11-158-11-0Scale = 1:62.3 Plate Offsets (X, Y):[2:0-3-8,Edge], [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 0.90 Vert(LL)-0.10 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(TL)-0.28 10-11 >941 180 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horiz(TL)0.03 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (size)9=0-3-8, 14=0-3-8 Max Uplift 9=-110 (LC 6), 14=-103 (LC 6) Max Grav 9=1137 (LC 20), 14=979 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-15=-891/102, 15-16=-773/126, 3-16=-708/130, 3-17=-782/155, 4-17=-932/135, 4-5=-1271/137, 5-18=-638/94, 6-18=-634/94, 6-19=-868/101, 7-19=-912/80, 7-8=0/129, 2-14=-909/141, 7-9=-1146/105 BOT CHORD 13-14=-27/195, 12-13=0/1235, 11-12=0/1235, 10-11=0/1206, 9-10=-37/35 WEBS 3-13=-80/861, 4-13=-1113/140, 4-11=-151/84, 6-10=-16/372, 2-13=0/438, 7-10=0/760, 5-11=0/360, 5-10=-861/89 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)The Fabrication Tolerance at joint 2 = 16% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 14 and 110 lb uplift at joint 9. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691755A04Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:17 Page: 1 ID:FgI94GfWKg4RgrEUTtetbwzXgZ_-8e6dgViQzDqDC3OGfqPzKNld3HmKHZPU6S6A9iz5PYq June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =4x6 =MT18HS 12x14 =4x6 =6x10 =5x6 =3x4 =3x6 =5x6 =3x8 =5x6 =2x4 13 12 11 10 9 81 19 72 18 14 516 174 615 3 1-4-4 23-4-4 1-4-4 -1-4-4 2-3-15 9-3-15 4-0-0 17-3-15 4-0-0 13-3-15 4-8-1 22-0-0 7-0-0 7-0-0 4-6-5 22-0-0 8-3-8 17-5-11 9-2-3 9-2-38-11-01-11-00-1-156-5-26-5-20-1-156-7-12-3-158-11-0Scale = 1:58.8 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-9,0-2-8], [7:0-2-12,0-1-8], [12:0-4-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.16 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.61 Vert(TL)-0.40 12-13 >644 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horiz(TL)0.02 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-3,12-2,5-12,5-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)9=0-3-8, 13=0-3-8 Max Uplift 9=-108 (LC 6), 13=-104 (LC 6) Max Grav 9=1192 (LC 20), 13=972 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-14=-899/101, 3-14=-823/129, 3-15=-1291/215, 4-15=-1334/199, 4-16=-952/131, 5-16=-955/130, 5-17=-682/125, 6-17=-680/126, 6-18=-922/117, 7-18=-973/97, 7-19=0/129, 8-19=0/81, 2-13=-889/151, 7-9=-1162/125 BOT CHORD 12-13=-18/204, 11-12=0/985, 10-11=0/985, 9-10=-23/80 WEBS 3-12=-137/1343, 4-12=-1114/178, 6-10=-3/385, 2-12=0/470, 7-10=0/687, 5-12=-124/121, 5-10=-604/57 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 104 lb uplift at joint 13 and 108 lb uplift at joint 9. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691756A05Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:17 Page: 1 ID:BKxL4luRsVTkSmB84MUKswzXgYh-8e6dgViQzDqDC3OGfqPzKNld6HkPHY8U6S6A9iz5PYq June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =10x12 =3x8 =5x6 =3x4 =3x4 =5x6 =3x8 =10x12 =2x4 12 11 10 9 8 71 62 13 16 414 153 5 1-4-4 23-4-4 1-4-4 -1-4-4 4-7-15 15-7-15 4-7-15 11-0-0 6-4-1 6-4-1 6-4-1 22-0-0 6-2-5 6-2-5 6-2-5 22-0-0 9-7-6 15-9-118-3-11-11-00-1-158-1-28-1-20-1-158-3-1Scale = 1:55.1 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 0.81 Vert(LL)-0.17 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(TL)-0.43 9-11 >604 180 TCDL 10.0 Rep Stress Incr YES WB 0.28 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 116 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-2,9-6:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-3 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 4-9, 4-11 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-108 (LC 6), 12=-108 (LC 6) Max Grav 8=1302 (LC 18), 12=1302 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-13=-1077/77, 3-13=-940/124, 3-14=-705/149, 4-14=-707/148, 4-15=-707/148, 5-15=-705/149, 5-16=-940/124, 6-16=-1077/77, 6-7=0/129, 2-12=-1257/132, 6-8=-1257/132 BOT CHORD 11-12=-19/211, 10-11=0/868, 9-10=0/868, 8-9=-19/211 WEBS 3-11=0/335, 5-9=0/335, 2-11=0/643, 6-9=0/643, 4-9=-394/45, 4-11=-394/45 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)The Fabrication Tolerance at joint 2 = 4%, joint 6 = 4% 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 108 lb uplift at joint 12 and 108 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691757A06Hip11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:17 Page: 1 ID:FUtRoiGWJLVCHhdHy42r9gzXgYB-8e6dgViQzDqDC3OGfqPzKNleSHkqHiBU6S6A9iz5PYq June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =3x6 =4x6 =3x4 =5x6 =3x4 =5x6 =3x8 =4x6 =3x6 =2x8 13 12 11 10 9 81 72 63 5414 1-4-4 23-4-4 1-4-4 -1-4-4 5-11-14 13-11-15 3-9-0 22-0-0 3-9-0 3-9-0 4-3-1 8-0-1 4-3-1 18-3-0 6-3-6 14-1-11 7-10-5 7-10-5 7-10-5 22-0-09-11-11-11-00-1-159-9-29-9-20-1-159-11-1Scale = 1:62.8 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 0.79 Vert(LL)-0.10 12-13 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.25 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.92 Horiz(TL)0.03 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 128 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-4,10-4,10-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-7 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 Uplift 9=-104 (LC 6), 13=-104 (LC 6) Max Grav 9=1451 (LC 18), 13=1451 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-221/153, 3-4=-1050/175, 4-14=-664/169, 5-14=-664/169, 5-6=-1050/175, 6-7=-220/153, 7-8=0/129, 2-13=-423/172, 7-9=-423/172 BOT CHORD 12-13=0/679, 11-12=0/591, 10-11=0/591, 9-10=0/679 WEBS 4-12=-21/292, 4-10=-91/92, 5-10=-21/292, 3-13=-1152/0, 3-12=-190/138, 6-10=-190/138, 6-9=-1152/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 104 lb uplift at joint 13 and 104 lb uplift at joint 9. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691758A07Hip11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:18 Page: 1 ID:rRF9IIey0sPoVSVEG566vCzXgXi-crg?trj2kWy4qCzTCYwCsbIpTh7W0?ReL6rjh9z5PYp June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =3x6 =4x6 =3x4 =3x4 =3x4 =5x6 =5x6 =3x8 =3x4 =4x6 =3x6 =2x8 15 14 13 12 11 101 92 83 4 7 1716 5 6 1-4-4 23-4-4 1-4-4 -1-4-4 2-7-14 12-3-15 4-4-6 22-0-0 4-5-10 4-5-10 5-2-7 9-8-1 5-3-11 17-7-10 2-11-6 12-5-11 9-6-5 22-0-0 9-6-5 9-6-511-7-11-11-00-1-1511-5-211-5-20-1-1511-7-1Scale = 1:74.4 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 0.58 Vert(LL)-0.21 13-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(TL)-0.54 13-15 >484 180 TCDL 10.0 Rep Stress Incr YES WB 0.43 Horiz(TL)0.03 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-2,15-3,11-9,8-11:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-10 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 Uplift 11=-100 (LC 6), 15=-100 (LC 6) Max Grav 11=1508 (LC 18), 15=1508 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-312/155, 3-4=-1167/147, 4-16=-963/167, 5-16=-851/187, 5-6=-723/186, 6-17=-846/186, 7-17=-963/165, 7-8=-1173/145, 8-9=-294/148, 9-10=0/106, 2-15=-406/173, 9-11=-388/167 BOT CHORD 14-15=0/813, 13-14=0/813, 12-13=0/647, 11-12=0/814 WEBS 5-13=-53/358, 5-12=-116/123, 6-12=-50/348, 3-15=-1242/0, 3-13=-309/172, 8-12=-303/172, 8-11=-1262/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 100 lb uplift at joint 15 and 100 lb uplift at joint 11. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691759A08Hip11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:18 Page: 1 ID:G51?CaVVIgMkWMQuwVtlIBzXgWb-crg?trj2kWy4qCzTCYwCsbIsgh4X078eL6rjh9z5PYp June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =4x6 =3x6 =4x9 =3x4 =3x6 =3x8 =4x6 =3x6 =4x6 =3x6 =2x4 15 14 13 12 11 101 92 83 74 5 6 1-4-4 23-4-4 1-4-4 -1-4-4 4-0-0 13-0-0 3-7-15 22-0-0 3-9-3 3-9-3 5-2-13 9-0-0 5-4-1 18-4-1 3-8-8 12-10-4 9-1-12 9-1-12 9-1-12 22-0-01-11-010-11-0Scale = 1:71.8 Plate Offsets (X, Y):[5:0-7-4,0-1-12], [6:0-4-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.19 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(TL)-0.47 14-15 >550 180 TCDL 10.0 Rep Stress Incr YES WB 0.65 Horiz(TL)0.02 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-2,15-3,11-9,8-11:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-14 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. REACTIONS (size)11=0-3-8, 15=0-3-8 Max Uplift 11=-102 (LC 4), 15=-102 (LC 4) Max Grav 11=984 (LC 8), 15=984 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-155/122, 3-4=-831/146, 4-5=-729/176, 5-6=-562/180, 6-7=-729/174, 7-8=-832/145, 8-9=-152/116, 9-10=0/106, 2-15=-221/143, 9-11=-212/137 BOT CHORD 14-15=0/503, 13-14=0/441, 12-13=0/441, 11-12=0/504 WEBS 5-14=-32/251, 5-12=-1/2, 6-12=-29/250, 3-15=-819/12, 3-14=-154/160, 8-12=-151/161, 8-11=-833/20 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 15 and 102 lb uplift at joint 11. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691760A09Piggyback Base 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:18 Page: 1 ID:9hsokNA?LaHwdp8SeZNf0nzXgVk-crg?trj2kWy4qCzTCYwCsbIv_h4203feL6rjh9z5PYp June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =4x6 =4x9 =3x4 =3x6 =3x8 =4x6 =3x6 =4x6 =3x6 =2x4 13 12 11 10 9 8 71 62 5 43 1-4-4 23-4-4 4-0-0 13-0-0 3-9-3 3-9-3 3-7-15 22-0-0 5-2-13 9-0-0 5-4-1 18-4-1 3-8-8 12-10-4 9-1-12 9-1-12 9-1-12 22-0-01-11-010-11-0Scale = 1:71.8 Plate Offsets (X, Y):[3:0-7-4,0-1-12], [4:0-4-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.19 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(TL)-0.47 12-13 >550 180 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horiz(TL)0.02 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 No.2 *Except* 13-1,9-7,13-2,6-9:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-6 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. WEBS 1 Row at midpt 3-10 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Horiz 13=-65 (LC 4) Max Uplift 9=-100 (LC 4), 13=-55 (LC 4) Max Grav 9=987 (LC 8), 13=928 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-180/64, 2-3=-837/174, 3-4=-564/179, 4-5=-732/173, 5-6=-836/143, 6-7=-152/116, 7-8=0/106, 1-13=-179/49, 7-9=-213/137 BOT CHORD 12-13=0/514, 11-12=0/444, 10-11=0/444, 9-10=0/506 WEBS 3-12=-30/254, 3-10=-3/1, 4-10=-28/251, 2-13=-799/69, 2-12=-164/159, 6-10=-150/161, 6-9=-836/18 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 9 and 55 lb uplift at joint 13. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691761A10Piggyback Base 4 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:19 Page: 1 ID:WkmO3L2n9?UZt1DUQOAnUAzXgUb-41EN5BkgVq4xSMXfmFSRPoq4i5QGlX9nZmbGDbz5PYo June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 Sheet Front1 Ply =3x4 =5x9 =8x16 =3x4 =4x9 =4x6 =3x10 =3x4 =3x6 =4x6 =3x8 =4x9 =3x4 =3x6 =3x4 =3x6 18 17 16 15 14 13 12 11 102019 21 22 23 27 9 24 26 25 8132233345346357 0-5-2 5-2-0 0-11-5 12-10-5 1-8-7 14-6-12 1-11-12 11-11-0 3-1-14 9-11-4 3-3-13 6-9-6 3-8-7 24-0-10 5-9-7 20-4-3 0-3-8 0-3-8 3-8-7 27-9-0 3-2-1 3-5-9 0-9-10 6-9-6 0-2-12 5-11-12 3-1-14 9-11-4 3-8-7 27-9-0 3-10-3 24-0-10 4-7-8 14-6-12 5-7-11 20-2-7 5-9-0 5-9-09-3-136-9-31-11-00-2-92-6-102-6-100-6-13-0-116-3-29-3-13Scale = 1:69.1 Plate Offsets (X, Y):[8:0-7-4,0-1-12], [16:0-3-8,0-1-8], [19:0-8-0,0-2-8], [26:0-4-8,0-2-4], [27:0-0-8,0-2-0], [29:0-1-11,0-1-0] 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 0.50 Vert(LL)-0.04 14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(TL)-0.09 13-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.14 20 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 267 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 20-19:2x4 SPF No.2 WEBS 2x4 SP No.1 *Except* 11-10:2x4 SPF Stud/ No.3, 22-23,24-25:2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-18. WEBS 1 Row at midpt 17-25, 7-14, 5-16 JOINTS 1 Brace at Jt(s): 1, 25, 26, 27 REACTIONS (size)11=0-3-8, 18=0-3-8, 19=0-3-8, 20=5-9-0 Max Horiz 18=-88 (LC 4) Max Uplift 11=-47 (LC 4), 18=-190 (LC 4), 20=-39 (LC 4) Max Grav 11=957 (LC 1), 18=831 (LC 1), 19=650 (LC 1), 20=591 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 20-22=-546/79, 22-24=-531/77, 1-24=-512/75, 1-32=-420/79, 2-32=-420/79, 2-33=-420/79, 3-33=-420/79, 3-4=-495/134, 4-5=-495/134, 5-34=-673/148, 6-34=-673/148, 6-35=-673/148, 7-35=-673/148, 7-8=-674/148, 8-9=-885/161, 9-10=-875/88, 10-11=-914/64 BOT CHORD 19-20=-306/83, 18-19=0/0, 19-21=-454/0, 17-18=-126/88, 16-17=-75/151, 15-16=0/483, 14-15=0/483, 13-14=0/557, 12-13=0/572, 11-12=0/29 WEBS 8-13=-34/225, 17-25=-1566/80, 3-25=-1547/78, 21-22=-32/384, 21-23=0/0, 9-13=-146/114, 9-12=-197/36, 10-12=0/597, 7-14=-427/97, 8-14=0/248, 5-16=-774/56, 3-27=-67/1120, 16-27=-66/1123, 5-14=-41/404, 24-26=-244/145, 25-26=-3/41, 2-26=-380/38, 3-26=-38/331, 1-26=-123/564, 17-21=0/617, 4-27=0/5 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 39 lb uplift at joint 20, 190 lb uplift at joint 18 and 47 lb uplift at joint 11. 10)This truss is designed in accordance with the 2012 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 38 lb up at 0-1-12, 107 lb down and 25 lb up at 2-6-9, 107 lb down and 25 lb up at 4-6-9, 107 lb down and 25 lb up at 6-6-9, 107 lb down and 25 lb up at 8-6-9, and 107 lb down and 25 lb up at 10-6-9, and 107 lb down and 25 lb up at 12-6-9 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-8=-60, 8-10=-60, 19-20=-20, 11-18=-20 Concentrated Loads (lb) Vert: 1=-190, 3=-107, 4=-107, 32=-107, 33=-107, 34=-107, 35=-107 Job Truss Truss Type Qty Ply WF60 S I41691762A11Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:19 Page: 1 ID:RFHaAXmQbEBPGgFscb5cf0zXgJL-41EN5BkgVq4xSMXfmFSRPoq3n5Skld9nZmbGDbz5PYo June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 Sheet Front1 Ply =4x6 24 23 22 21 20 19 18 17 16 15 14 131 122 113 104 95 86 7 1-4-4 14-0-4 1-4-4 -1-4-4 6-4-0 12-8-0 6-4-0 6-4-0 12-8-01-11-08-3-0Scale = 1:49.8 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)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 0.39 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 92 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 *Except* 19-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)14=12-8-0, 15=12-8-0, 16=12-8-0, 17=12-8-0, 18=12-8-0, 19=12-8-0, 20=12-8-0, 21=12-8-0, 22=12-8-0, 23=12-8-0, 24=12-8-0 Max Uplift 14=-137 (LC 4), 15=-51 (LC 6), 16=-44 (LC 4), 17=-65 (LC 4), 18=-7 (LC 4), 19=-135 (LC 5), 20=-7 (LC 4), 21=-65 (LC 4), 22=-44 (LC 4), 23=-51 (LC 6), 24=-137 (LC 4) Max Grav 14=235 (LC 6), 15=145 (LC 5), 16=144 (LC 8), 17=148 (LC 8), 18=128 (LC 8), 19=375 (LC 4), 20=128 (LC 8), 21=148 (LC 8), 22=144 (LC 8), 23=145 (LC 5), 24=235 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-237/177, 1-2=0/106, 2-3=-46/134, 3-4=-47/142, 4-5=-92/200, 5-6=-145/266, 6-7=-173/295, 7-8=-173/295, 8-9=-145/266, 9-10=-92/200, 10-11=-47/142, 11-12=-46/134, 12-13=0/106, 12-14=-237/177 BOT CHORD 23-24=-24/62, 22-23=-24/62, 21-22=-24/62,20-21=-24/62, 19-20=-24/62, 18-19=-24/62, 17-18=-24/62, 16-17=-24/62, 15-16=-24/62, 14-15=-24/62 WEBS 7-19=-359/162, 6-20=-102/24, 5-21=-121/79, 4-22=-119/67, 3-23=-107/84, 8-18=-102/24, 9-17=-121/79, 10-16=-119/67, 11-15=-107/84 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 137 lb uplift at joint 24, 137 lb uplift at joint 14, 135 lb uplift at joint 19, 7 lb uplift at joint 20, 65 lb uplift at joint 21, 44 lb uplift at joint 22, 51 lb uplift at joint 23, 7 lb uplift at joint 18, 65 lb uplift at joint 17, 44 lb uplift at joint 16 and 51 lb uplift at joint 15. 11)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691763B01Common Supported Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:19 Page: 1 ID:H7_Xnw1q1TpgHMCZSrmADdzXg3W-41EN5BkgVq4xSMXfmFSRPoq7s5Zdla1nZmbGDbz5PYo June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =6x8 =4x6 =3x8 =6x8 =2x4 8 7 6 1 5 2 4 3 1-4-4 14-0-4 1-4-4 -1-4-4 6-4-0 6-4-0 6-4-0 12-8-0 6-4-0 6-4-0 6-4-0 12-8-01-11-08-3-0Scale = 1:53.3 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 0.66 Vert(LL)-0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)-0.08 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 *Except* 7-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=0-3-8, 8=0-3-8 Max Uplift 6=-86 (LC 4), 8=-86 (LC 4) Max Grav 6=599 (LC 8), 8=599 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-475/101, 3-4=-475/101, 4-5=0/106, 2-8=-542/116, 4-6=-542/116 BOT CHORD 7-8=-10/138, 6-7=-10/138 WEBS 3-7=-7/222, 2-7=-10/176, 4-7=-10/176 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 8 and 86 lb uplift at joint 6. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691764B02Common11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:20 Page: 1 ID:ZTvAFJ6DNdihdQEvMpOp?6zXg3P-YDomIXkJG8Co3W6rKzzgx0NByVrFU6JwoQKqm1z5PYn June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =6x8 =3x4 =4x6 =4x6 =5x9 =3x4 7 6 5 1 8 9 2 4 3 5-7-4 1-4-4 -1-4-4 6-4-0 12-8-0 6-4-0 6-4-0 0-3-8 12-8-0 6-0-8 12-4-8 6-4-0 6-4-01-11-00-11-01-9-98-3-01-0-0Scale = 1:55.1 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-8,Edge], [5: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 0.67 Vert(LL)-0.05 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 Vert(TL)-0.13 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.07 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-3:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-3-8, 9=0-3-8 Max Horiz 7=100 (LC 4) Max Uplift 7=-80 (LC 4), 9=-41 (LC 4) Max Grav 7=601 (LC 8), 9=518 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-474/103, 3-4=-464/92, 2-7=-540/120, 5-9=0/120, 4-9=0/120 BOT CHORD 6-7=-97/141, 5-6=0/206 WEBS 3-6=0/222, 2-6=-10/159, 4-9=-555/45 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 7 and 41 lb uplift at joint 9. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691765B03Common11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:20 Page: 1 ID:wRj3I0AMC9KzkC6s9N__i9zXg3K-YDomIXkJG8Co3W6rKzzgx0NBuVshU3NwoQKqm1z5PYn June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =6x6 =5x9 =3x6 =4x9 =3x4 =3x4 =4x6 =MT18HS 5x10 =6x8 =3x4 NAILED NAILED NAILED Special NAILED NAILED 12 11 10 9 8 7 21 22 1 13 14 2 6 3 15 16 4 2017 18 19 5 5-7-4 1-4-4 -1-4-4 1-4-1 1-4-1 5-4-0 6-8-1 4-11-15 11-8-0 6-4-0 18-0-0 0-3-8 18-0-0 1-4-1 1-4-1 5-1-11 11-8-0 5-2-4 6-6-5 6-0-8 17-8-88-3-01-11-00-11-01-9-90-1-151-0-03-1-23-1-20-1-153-3-14-11-158-3-0Scale = 1:58.8 Plate Offsets (X, Y):[6:0-3-8,Edge], [7:0-3-8,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 0.91 Vert(LL)-0.18 8-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.83 Vert(TL)-0.35 8-10 >613 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr NO WB 0.78 Horiz(TL)0.21 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 83 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-7:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 8-5,7-6:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-13 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS (size)12=0-3-8, 14=0-3-8 Max Horiz 12=97 (LC 6) Max Uplift 12=-307 (LC 6), 14=-82 (LC 6) Max Grav 12=1247 (LC 20), 14=771 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-622/248, 3-15=-1382/265, 15-16=-1381/265, 4-16=-1380/265, 4-17=-851/133, 17-18=-677/134, 5-18=-590/156, 5-19=-634/142, 19-20=-673/118, 6-20=-743/115, 2-12=-1249/356, 7-14=0/156, 6-14=0/156 BOT CHORD 11-12=-56/0, 11-21=-135/508, 21-22=-135/508, 10-22=-135/508, 9-10=-222/1369, 8-9=-222/1369, 7-8=0/420 WEBS 3-11=-511/48, 3-10=-95/1079, 4-10=-376/84, 4-8=-1116/278, 5-8=-79/587, 2-11=-143/902, 6-14=-824/90 NOTES 1)Wind: ASCE 7-10; 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 17-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 12 and 82 lb uplift at joint 14. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 387 lb down and 132 lb up at 1-4-1 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, 4-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 11=-276 (F), 22=-2 (F) Job Truss Truss Type Qty Ply WF60 S I41691766B04Roof Special Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:20 Page: 1 ID:ibMfOdVMIyBMw6X?bTyn9MzXg1c-YDomIXkJG8Co3W6rKzzgx0N7?VjlUxDwoQKqm1z5PYn June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 =5x6 =3x6 =6x6 =5x9 =4x9 =4x9 =5x9 =3x4 11 10 9 8 7 1 12 13 2 6 14 3 41516 19 17 18 5 1-4-4 -1-4-4 3-3-15 11-8-0 5-4-0 8-4-1 3-0-1 3-0-1 6-4-0 18-0-0 0-3-8 18-0-0 2-10-5 2-10-5 5-7-8 8-5-13 9-2-11 17-8-88-3-01-11-00-11-00-1-151-0-04-9-24-9-20-1-154-11-13-3-158-3-0Scale = 1:56.4 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [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 0.82 Vert(LL)-0.18 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.56 Vert(TL)-0.46 7-8 >464 180 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horiz(TL)0.01 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-5,7-5:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-2 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (size)11=0-3-8, 13=0-3-8 Max Horiz 11=96 (LC 6) Max Uplift 11=-92 (LC 6), 13=-47 (LC 6) Max Grav 11=1018 (LC 20), 13=732 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-14=-674/81, 3-14=-614/102, 3-15=-857/98, 15-16=-857/98, 4-16=-857/98, 4-17=-1257/187, 17-18=-1180/201, 5-18=-1180/204, 5-19=-393/189, 6-19=-505/164, 2-11=-995/109, 7-13=0/375, 6-13=0/375 BOT CHORD 10-11=-53/7, 9-10=-4/478, 8-9=-4/478, 7-8=0/374 WEBS 3-10=-236/5, 3-8=0/495, 4-8=-1205/206, 5-8=-107/1167, 2-10=0/576, 5-7=-359/0, 6-13=-774/58 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Bearing at joint(s) 13 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 92 lb uplift at joint 11 and 47 lb uplift at joint 13. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691767B05Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:21 Page: 1 ID:8QMvqP0CYZG?GvrnDRAK20zXg_N-YDomIXkJG8Co3W6rKzzgx0N9UVn?U?YwoQKqm1z5PYn June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =MT18HS 4x8=5x9 =MT18HS 10x20 =MT18HS 5x10 =6x8 =10x10 =6x6 =MT18HS 7x10 =10x10 =10x12 =7x12 =3x4 =5x9HHUS28-2 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 1 15 22 14 1323 24 1225 1126 27 10 9 78 216 6 17 21 3 18 19 4 20 5 1-4-4 -1-4-4 1-10-7 11-8-0 5-4-0 9-9-9 4-5-9 4-5-9 6-4-0 18-0-0 0-4-2 18-0-0 1-2-0 17-7-14 1-5-1 5-8-14 2-0-3 11-8-0 3-10-15 9-7-13 4-3-13 4-3-13 4-9-14 16-5-148-3-01-11-00-11-01-0-00-1-156-2-106-2-100-1-156-4-91-10-78-3-0Scale = 1:63.6 Plate Offsets (X, Y):[2:0-3-4,0-1-8], [3:0-6-8,0-1-4], [7:Edge,0-0-6], [8:0-10-4,0-8-0], [10:0-8-0,0-3-8], [11:0-5-0,0-5-12], [12:0-3-8,0-7-0], [14:0-9-4,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 0.74 Vert(LL)-0.11 12-14 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(TL)-0.21 12-14 >993 180 MT20 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.99 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 501 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 *Except* 15-13:2x10 SP 2250F 1.9E, 10-6:2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 12-3,8-5,11-5:2x4 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. Except: 10-0-0 oc bracing: 8-10 REACTIONS (size)7=0-3-8, 15=0-3-8 Max Horiz 15=91 (LC 6) Max Uplift 15=-658 (LC 6) Max Grav 7=8824 (LC 1), 15=9533 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-16=-9285/418, 16-17=-9255/422, 3-17=-9136/454, 3-18=-7872/144, 18-19=-7872/144, 4-19=-7872/144, 4-20=-7713/143, 5-20=-7674/158, 5-21=-7855/158, 6-21=-7913/123, 6-7=-9482/0, 2-15=-9051/446 BOT CHORD 15-22=-89/252, 14-22=-89/252, 13-14=-218/6421, 13-23=-218/6421, 23-24=-218/6421, 12-24=-218/6421, 12-25=-9/7831, 11-25=-9/7831, 11-26=0/4279, 26-27=0/4279, 10-27=0/4279, 9-10=0/0, 8-10=0/2983, 6-8=-159/1861, 7-8=0/5513 WEBS 3-14=-455/4486, 3-12=0/2183, 4-12=-167/1745, 5-8=-35/414, 2-14=-149/6745, 5-11=-127/10651, 4-11=-7810/204, 8-11=-132/1230 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-7-0 oc, 2x8 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-14 2x4 - 2 rows staggered at 0-6-0 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 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 lb uplift at joint 15. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie HHUS28-2 (22-16d Girder, 4-16d Truss) or equivalent at 3-1-8 from the left end to connect truss(es) to back face of bottom chord. 14)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss) or equivalent spaced at 7-11-4 oc max. starting at 4-2-6 from the left end to 12-1-10 to connect truss(es) to back face of bottom chord. 15)Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-2-6 from the left end to 10-1-10 to connect truss(es) to back face of bottom chord. 16)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-10 oc max. starting at 14-1-10 from the left end to 16-2-4 to connect truss(es) to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. Job Truss Truss Type Qty Ply WF60 S I41691768B06Roof Special Girder 1 3WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:21 Page: 1 ID:cNijBqb9k5DNaZ52ameNKRzXM_8-0QM8Vtlx1RKfhgh1ugUvUDwLSv2rDL54144NITz5PYm Continued on page 2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 10-15=-20, 9-10=-20, 7-8=-20 Concentrated Loads (lb) Vert: 10=-1697 (B), 14=-2331 (B), 22=-2463 (B), 23=-2142 (B), 24=-2106 (B), 25=-2086 (B), 26=-2044 (B), 27=-1695 (B) Job Truss Truss Type Qty Ply WF60 S I41691768B06Roof Special Girder 1 3WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:21 Page: 2 ID:cNijBqb9k5DNaZ52ameNKRzXM_8-0QM8Vtlx1RKfhgh1ugUvUDwLSv2rDL54144NITz5PYm 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 312 =2x8 =3x4 2 5 1 3 4 1-4-4 -1-4-4 2-6-11 2-6-11 2-6-111-6-80-10-131-6-8Scale = 1:22.2 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 0.16 Vert(LL)0.00 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)-0.01 2-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 1-6-15 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 2=42 (LC 6) Max Uplift 2=-85 (LC 6), 4=-40 (LC 6) Max Grav 2=222 (LC 8), 4=67 (LC 12), 5=50(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/0, 2-3=-55/7, 3-4=-13/12 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 40 lb uplift at joint 4 and 85 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691769C01Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:22 Page: 1 ID:t0sQ4kArTMHjB7Ja6JKtw0zXQx?-UcwWjDmZolSWJqGERO?81RSfHIbFy1rDGkpxqwz5PYl June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 312 =2x8 =3x4 2 5 1 3 4 1-4-4 -1-4-4 4-6-10 4-6-10 4-6-102-0-80-10-132-0-8Scale = 1:22.9 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 0.29 Vert(LL)-0.02 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(TL)-0.06 2-5 >883 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-5-1 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 2=64 (LC 6) Max Uplift 2=-98 (LC 6), 4=-81 (LC 6) Max Grav 2=278 (LC 9), 4=136 (LC 12), 5=90(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/0, 2-3=-70/10, 3-4=-26/27 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 81 lb uplift at joint 4 and 98 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691770C02Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:22 Page: 1 ID:HbYYimCkmHfI2a29nRtaYezXQwy-UcwWjDmZolSWJqGERO?81RSdDIYwy1rDGkpxqwz5PYl June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 312 =2x4 =3x6 =4x6 =3x4 7 6 5 1 2 3 4 1-4-4 -1-4-4 3-3-5 6-6-10 3-3-5 3-3-5 0-6-0 6-6-10 6-0-11 6-0-112-6-80-10-132-6-8Scale = 1:27 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 0.25 Vert(LL)-0.09 6-7 >818 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 Vert(TL)-0.24 6-7 >318 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-5-8 Max Horiz 7=109 (LC 6) Max Uplift 4=-45 (LC 6), 5=-26 (LC 6), 7=-117 (LC 6) Max Grav 4=98 (LC 9), 5=169 (LC 12), 7=366 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-234/135, 1-2=0/38, 2-3=-27/56, 3-4=-31/18 BOT CHORD 6-7=-135/225, 5-6=0/0 WEBS 3-7=-243/39, 3-6=-250/150 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 bottomchord 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 117 lb uplift at joint 7, 45 lb uplift at joint 4 and 26 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691771C03Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:22 Page: 1 ID:E_fJ7SE_Ivv0IuCXusv2d3zXQww-UcwWjDmZolSWJqGERO?81RSerIVFy0dDGkpxqwz5PYl June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 2.7712 =2x4 =3x4 =4x6 =3x4 7 6 5 1 2 8 3 4 1-5-9 -1-5-9 3-7-15 7-3-13 3-7-15 3-7-15 0-0-3 0-0-3 0-6-3 7-3-13 6-9-7 6-9-102-7-20-10-132-7-2Scale = 1:27.1 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 0.24 Vert(LL)-0.15 6-7 >558 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.58 Vert(TL)-0.39 6-7 >218 180 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 27 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)4= Mechanical, 5= Mechanical, 7=0-5-10 Max Horiz 7=109 (LC 6) Max Uplift 4=-47 (LC 6), 5=-27 (LC 6), 7=-123 (LC 6) Max Grav 4=109 (LC 9), 5=199 (LC 9), 7=405 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-236/137, 1-2=0/36, 2-8=-28/46, 3-8=-3/54, 3-4=-33/19 BOT CHORD 6-7=-163/298, 5-6=0/0 WEBS 3-7=-322/69, 3-6=-326/178 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 123 lb uplift at joint 7, 47 lb uplift at joint 4 and 27 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691772C04Monopitch21WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:22 Page: 1 ID:ijHYTQfx2fJ2_GNGSi1GYSzXQwN-UcwWjDmZolSWJqGERO?81RSe?IS3y00DGkpxqwz5PYl June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 312 =2x4 =3x4 =4x6 =3x6 5 4 1 2 6 3 1-4-4 -1-4-4 6-9-11 6-9-11 6-9-112-7-40-10-132-7-42-3-42-3-4Scale = 1:24.2 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 0.73 Vert(LL)-0.11 4-5 >723 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(TL)-0.27 4-5 >289 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 27 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)3= Mechanical, 4= Mechanical, 5=0-5-8 Max Horiz 5=41 (LC 6) Max Uplift 3=-94 (LC 6), 5=-125 (LC 6) Max Grav 3=214 (LC 9), 4=130 (LC 5), 5=372(LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-6=-52/0, 3-6=-20/41, 3-4=0/0, 2-5=-306/164 BOT CHORD 4-5=-33/0 WEBS 2-4=0/66 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 94 lb uplift at joint 3 and 125 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691773C05Monopitch31WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:22 Page: 1 ID:xSKxMVmaxQSmZfZ?T5iNPLzXQwE-UcwWjDmZolSWJqGERO?81RSWKIUvy1SDGkpxqwz5PYl June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 312 =2x4 =3x4 =4x6 =3x4 7 6 5 1 2 3 4 1-4-4 -1-4-4 3-3-8 3-3-8 3-3-8 6-7-0 0-6-0 6-7-0 6-1-1 6-1-12-6-90-10-132-6-9Scale = 1:27 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)-0.10 6-7 >774 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(TL)-0.25 6-7 >301 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 25 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)4= Mechanical, 5= Mechanical, 7=0-5-8 Max Horiz 7=109 (LC 6) Max Uplift 4=-45 (LC 6), 5=-28 (LC 6), 7=-113 (LC 6) Max Grav 4=98 (LC 9), 5=175 (LC 12), 7=365 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-221/130, 1-2=0/36, 2-3=-27/55, 3-4=-31/18 BOT CHORD 6-7=-141/236, 5-6=0/0 WEBS 3-7=-256/46, 3-6=-262/157 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 113 lb uplift at joint 7, 45 lb uplift at joint 4 and 28 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691774C06Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:22 Page: 1 ID:YDHxZXl0dcn8PFqlHJAbkezXQuy-UcwWjDmZolSWJqGERO?81RSeEIUzy0YDGkpxqwz5PYl June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 312 =2x8 =3x4 2 5 1 3 4 1-4-4 -1-4-4 4-7-0 4-7-0 4-7-02-0-90-10-132-0-9Scale = 1:23 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.03 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(TL)-0.06 2-5 >865 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 2-5-4 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 2=65 (LC 6) Max Uplift 2=-98 (LC 6), 4=-82 (LC 6) Max Grav 2=279 (LC 9), 4=137 (LC 12), 5=90(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/0, 2-3=-70/10, 3-4=-26/27 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 82 lb uplift at joint 4 and 98 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691775C07Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:23 Page: 1 ID:JmmzFGs1k4o?MURIl?JU3KzXQuq-zoUuwZnBZ3aNw_rQ?5WNZe?ouit5hU5NUOZUNMz5PYk June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 312 =2x8 =3x4 2 5 1 3 4 1-4-4 -1-4-4 2-7-0 2-7-0 2-7-01-6-90-10-131-6-9Scale = 1:22.2 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 0.16 Vert(LL)0.00 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)-0.01 2-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -- 1-6-15 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical, 5= Mechanical Max Horiz 2=42 (LC 6) Max Uplift 2=-85 (LC 6), 4=-40 (LC 6) Max Grav 2=222 (LC 8), 4=68 (LC 12), 5=50(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/0, 2-3=-55/7, 3-4=-13/13 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 40 lb uplift at joint 4 and 85 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691776C08Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:23 Page: 1 ID:F9tjgytIGh2jcnbgsQLy8lzXQuo-zoUuwZnBZ3aNw_rQ?5WNZe?q1iwShU5NUOZUNMz5PYk June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 12.0412 2.1212 13.5612 =2x4 =3x6 =3x8 =4x6 =4x9 =8x16 =4x6 =3x4 =3x8 =4x6 =4x6 =6x6 =3x4 =3x4 =5x6 =10x12 =3x4 =3x6 =4x6 =3x10 =3x6 =2x4 NAILED NAILED Special Special Special NAILED NAILED HUS26 NAILED NAILED TJC37 Special HUS26 Special NAILED NAILED HUS26 27 26 25 5 39 24 40 23 22 41 21 42 20 43 19 1817 16 15 /\ 1 14 29 10303736691131354343287332 13 383 12 0-9-8 24-9-8 1-6-1 3-10-0 1-1-5 2-3-14 1-9-8 -1-9-8 1-9-8 29-8-0 2-11-6 15-5-0 1-10-8 26-8-0 1-2-9 1-2-9 1-2-8 27-10-8 4-3-8 24-0-1 4-3-13 8-1-13 4-3-8 19-8-8 4-3-13 12-5-10 0-0-12 27-10-8 0-0-12 0-0-12 0-6-12 25-4-4 0-3-3 26-8-0 0-4-6 1-5-4 1-0-9 26-4-13 1-0-1 1-0-13 0-11-4 24-9-8 1-1-12 27-9-12 1-10-3 3-3-7 3-2-14 15-6-12 4-1-12 23-10-5 4-1-12 19-8-8 4-2-1 12-3-14 4-10-6 8-1-134-1-32-5-132-8-120-1-91-0-151-0-151-4-122-5-110-1-92-7-41-1-43-8-70-4-114-1-3Scale = 1:59.4 Plate Offsets (X, Y):[5:0-7-0,0-5-15], [10:0-2-8,0-6-8], [12:Edge,0-1-14], [20:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.12 21-23 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(TL)-0.27 21-23 >957 180 TCDL 10.0 Rep Stress Incr NO WB 0.88 Horiz(TL)0.04 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 298 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 5-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-15 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)15=0-11-9, 16=1-4-1, 17=0-3-8, 18=0-7-4, 25=0-3-8, (req. 0-10-12), 26=0-11-9, 27=0-11-9 Max Horiz 27=-6 (LC 84) Max Uplift 15=REL, 16=-817 (LC 27), 17=-983 (LC 27), 18=-293 (LC 6), 25=-182 (LC 6), 26=-199 (LC 6), 27=-300 (LC 27) Max Grav 15=64 (LC 6), 16=202 (LC 79), 17=102 (LC 6), 18=3802 (LC 27), 25=2226 (LC 27), 26=232 (LC 73), 27=63 (LC 73) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/169, 2-3=0/307, 3-4=-5/386, 4-5=-23/308, 5-29=-4030/367, 29-30=-3970/369, 6-30=-3956/378, 6-31=-4609/419, 31-32=-4575/423, 7-32=-4547/423, 7-33=-4499/429, 8-33=-4499/429, 8-34=-4582/427, 34-35=-4611/427, 9-35=-4644/425, 9-36=-3517/348, 36-37=-3523/342, 10-37=-3560/341, 10-11=-122/1818, 11-38=-18/254, 12-38=0/258, 12-13=0/165, 13-14=0/184, 2-27=-42/628, 13-15=-30/80 BOT CHORD 26-27=-34/58, 25-26=-344/137, 5-25=-344/137, 5-39=-240/3760, 24-39=-240/3760, 24-40=-240/3760, 23-40=-240/3760, 22-23=-274/4539, 22-41=-274/4539, 21-41=-274/4539, 21-42=-215/3464, 20-42=-215/3464, 20-43=-491/108, 19-43=-491/108, 18-19=-588/110, 17-18=-1314/206, 16-17=-1314/206, 15-16=-30/56 WEBS 10-19=-6/453, 3-26=-488/0, 2-26=-593/242, 6-24=-117/83, 6-23=-234/992, 7-23=0/342, 8-23=-158/135, 8-21=0/333, 9-21=-234/1323, 9-20=-853/141, 10-20=-327/3974, 4-26=-51/227, 11-18=-2249/153, 10-18=-997/126, 12-16=-271/0, 11-16=-61/1612, 13-16=-352/256 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, Except member 7-23 2x4 - 1 row at 0-8-0 oc, Except member 8-21 2x4 - 1 row at 0-8-0 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-9-8 to 29-8-0; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 27, 199 lb uplift at joint 26, 293 lb uplift at joint 18, 817 lb uplift at joint 16, 182 lb uplift at joint 25 and 983 lb uplift at joint 17. 10)"/\" indicates Released bearing: allow for upward movement at joint(s) 15. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply WF60 S I41691777C09Roof Special Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:24 Page: 1 ID:rfJIJAf3yfEVvn3AAa0BHSzXQtn-zoUuwZnBZ3aNw_rQ?5WNZe?nkioxhHONUOZUNMz5PYk Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 12)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 1-2-9 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. 14)Use Simpson Strong-Tie TJC37 (4 nail 90-150) orequivalent at 12-2-5 from the left end to connect truss (es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 15)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 14-6-15 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. 16)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 26-8-0 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 17)Fill all nail holes where hanger is in contact with lumber. 18)"NAILED" indicates 3-10d (0.148"x3") or 2-12d(0.148"x3.25") toe-nails per NDS guidlines. 19)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 202 lb up at 12-5-10, and 182 lb down and 84 lb up at 14-6-15, and 309 lb down and 201 lb up at 15-5-0 on top chord, and 223 lb down and 2 lb up at 12-5-10, and 223 lb down and 2 lb up at 15-3-11, and 238 lb down and 95 lb up at 15-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-7=-60, 7-8=-60, 8-10=-60, 10-12=-60, 12-13=-60, 13-14=-60, 5-27=-20, 5-15=-20 Concentrated Loads (lb) Vert: 7=-212 (B), 8=-211 (B), 23=-361 (B), 21=-368 (B), 31=-51 (B), 33=-154 (B), 35=-52 (B), 40=-17 (B), 41=-45 (B), 42=-17 (B) Job Truss Truss Type Qty Ply WF60 S I41691777C09Roof Special Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:24 Page: 2 ID:rfJIJAf3yfEVvn3AAa0BHSzXQtn-zoUuwZnBZ3aNw_rQ?5WNZe?nkioxhHONUOZUNMz5PYk 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 12.0412 2.1212 13.5612 =2x4 =5x6 =3x8 =4x6 =3x6 =3x4 =5x6 =3x6 =3x4 =3x6 =3x8 =4x6 =6x6 =3x4 =3x6 =3x4 =3x6 =5x6 =3x4 =3x6 =3x8 =4x6 =4x6 =2x4 30 29 28 2726 25 24 23 22 21 20 1918 17 16 15 14139 5 103534692 1348711 33 36 3231 37 3 38 12 1-3-8 16-7-1 1-3-7 7-2-13 1-4-8 25-11-1 1-11-0 33-9-8 1-11-0 -1-11-0 3-11-12 24-6-9 4-0-6 11-3-3 3-11-12 20-6-13 4-0-6 15-3-9 2-8-12 5-11-6 2-9-0 28-8-1 3-2-10 3-2-10 3-2-8 31-10-9 0-0-7 0-0-7 0-5-4 25-11-1 0-5-6 6-4-14 0-5-11 5-11-8 0-5-13 26-4-14 0-10-9 0-10-15 0-10-15 31-10-9 0-11-11 7-4-9 1-1-0 25-5-13 1-7-0 16-8-13 2-1-7 28-6-5 2-1-15 3-0-14 2-4-15 5-5-13 2-5-4 30-11-9 7-8-0 24-4-13 7-9-4 15-1-136-4-52-5-132-8-120-1-91-8-21-8-21-3-92-11-110-1-93-1-42-7-55-8-90-7-126-4-5Scale = 1:65.3 Plate Offsets (X, Y):[2:0-3-0,0-1-15], [13:0-2-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.08 23-25 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(TL)-0.22 23-25 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.62 Horiz(TL)0.03 19 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 162 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 4-11-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-10 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 23-25,22-23,20-22. REACTIONS (size)15=1-0-5, 16=0-3-8, 18=0-3-8, 19=1-2-9, 26=1-2-9, 27=0-3-8, 29=0-3-8, 30=1-0-5 Max Horiz 30=-11 (LC 6) Max Uplift 15=-99 (LC 13), 16=-18 (LC 6), 18=-30 (LC 27), 19=-162 (LC 6), 26=-167 (LC 6), 27=-25 (LC 27), 29=-16 (LC 6), 30=-89 (LC 13) Max Grav 15=433 (LC 10), 16=101 (LC 5), 18=128 (LC 5), 19=1382 (LC 27), 26=1375 (LC 27), 27=150 (LC 5), 29=87 (LC 5), 30=455 (LC 33) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/184, 2-31=-137/126, 3-31=0/188, 3-32=0/180, 32-33=0/153, 4-33=-95/140, 4-5=-8/797, 5-34=-33/88, 6-34=-18/123, 6-7=-1291/153, 7-8=-1243/158, 8-9=-1288/153, 9-35=-43/89, 10-35=-58/55, 10-11=-16/786, 11-36=-88/161, 36-37=0/180, 12-37=0/209, 12-38=0/193, 13-38=-155/127, 13-39=0/177, 14-39=0/35, 2-30=-487/80, 13-15=-459/86 BOT CHORD 29-30=-49/73, 28-29=-49/73, 27-28=-571/147, 26-27=-571/147, 25-26=-173/128, 24-25=-34/1135, 23-24=-34/1135, 22-23=0/1240, 21-22=-30/1131, 20-21=-30/1131, 19-20=-138/133, 18-19=-532/154, 17-18=-532/154, 16-17=-44/65, 15-16=-44/65 WEBS 5-25=0/806, 7-23=-21/78, 8-23=-103/112, 8-22=-19/74, 10-20=0/792, 6-23=0/226, 6-25=-1389/187, 9-22=0/225, 9-20=-1352/188, 12-17=-334/0, 13-17=-134/144, 11-17=0/616, 3-28=-298/0, 2-28=-135/120, 11-19=-962/62, 10-19=-557/29, 4-26=-928/51, 4-28=0/628, 5-26=-588/28 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 89 lb uplift at joint 30, 99 lb uplift at joint 15, 162 lb uplift at joint 19, 167 lb uplift at joint 26, 16 lb uplift at joint 29, 25 lb uplift at joint 27, 30 lb uplift at joint 18 and 18 lb uplift at joint 16. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691778C10Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:25 Page: 1 ID:x6bT5PAS?7uCvgM32mfDBAzXQ9x-vBbfLEoR5gq5AH?p7WYre3443WVg9Fxgyh2bRFz5PYi ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 12.0412 2.1212 13.5612 =5x6 =3x4 =2x4 =2x4 =5x9 =6x6 =5x9 =2x4 =2x4 =6x10 =3x4 =3x6 =5x6 =3x10 =3x6 =2x4 =6x12 =3x4 =3x6 =5x6 =3x8 =6x6 =2x4 31 30 29 28 25 24 23 22 21 20 19 1817 16 15 14 13 121 6 8 27 26 2 113635973437 533332 38 394 10 1-2-1 26-3-3 1-11-0 37-9-9 1-11-0 -1-11-0 4-4-15 30-8-2 7-1-12 25-1-1 7-3-11 17-11-6 5-5-1 10-7-11 5-2-10 5-2-10 5-2-8 35-10-9 0-0-7 0-0-7 0-1-12 26-4-15 0-4-8 10-9-7 0-6-8 25-5-13 0-10-9 0-10-15 0-11-1 10-4-15 0-10-15 35-10-9 0-9-5 26-3-3 1-3-3 17-11-6 0-3-0 3-9-9 0-3-0 7-0-3 2-11-10 6-9-3 2-11-12 24-11-5 2-5-11 9-5-14 2-7-10 3-6-9 4-0-4 21-11-9 4-3-3 30-8-2 4-3-9 34-11-10 5-10-12 16-8-38-7-72-5-132-8-122-0-02-3-62-3-61-3-83-6-144-1-137-8-110-10-128-7-7Scale = 1:71.4 Plate Offsets (X, Y):[2:0-3-0,0-1-15], [4:Edge,0-1-15], [8:0-5-8,0-3-8], [10:Edge,0-1-14], [11:0-2-8,0-1-8], [26:0-3-12,0-2-8], [27:0-3-12,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.04 20-22 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(TL)-0.12 20-22 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.02 23 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 29-3,5-24:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 20-6,15-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 27-29, 24-26 WEBS 1 Row at midpt 10-15 REACTIONS (size)13=1-0-5, 14=0-3-8, 16=1-2-9, 17=0-3-8, 22=1-2-9, 23=0-3-8, 30=0-3-8, 31=1-0-5 Max Horiz 31=-11 (LC 6) Max Uplift 13=-81 (LC 6), 16=-2 (LC 6), 17=-108 (LC 5), 22=-43 (LC 6), 23=-39 (LC 5), 31=-76 (LC 6) Max Grav 13=673 (LC 10), 14=170 (LC 5), 16=1008 (LC 12), 17=114 (LC 31), 22=1109 (LC 12), 23=5 (LC 27), 30=141 (LC 5), 31=642 (LC 28) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/146, 2-3=-619/0, 3-32=-550/11, 4-32=-452/20, 4-33=-462/40, 5-33=-495/25, 5-34=-390/0, 6-34=-543/0, 6-35=-688/133, 7-35=-648/141, 7-36=-651/141, 8-36=-688/133, 8-9=0/236, 9-37=-350/62, 37-38=-187/79, 10-38=-134/97, 10-39=-108/99, 11-39=-464/58, 11-12=0/154, 2-31=-703/51, 11-13=-660/93 BOT CHORD 30-31=-7/0, 29-30=-7/0, 28-29=0/0, 27-29=0/51, 3-27=-327/57, 26-27=0/244, 24-26=0/62, 5-26=-311/95, 24-25=0/0, 23-24=-8/1, 22-23=-8/1, 21-22=-220/61, 20-21=-220/61, 19-20=0/120, 18-19=0/120, 17-18=0/113, 16-17=0/113, 15-16=-211/118, 14-15=-46/72, 13-14=-46/72 WEBS 22-26=-170/61, 6-26=0/448, 6-22=-894/93, 6-20=-23/847, 7-20=-221/112, 8-20=-62/573, 8-18=0/287, 10-15=-118/10, 2-27=0/330, 27-31=-55/83, 4-27=0/368, 4-26=-21/307, 11-15=-29/156, 9-16=-702/2, 9-15=0/320, 8-16=-613/56 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 43 lb uplift at joint 22, 81 lb uplift at joint 13, 76 lb uplift at joint 31, 2 lb uplift at joint 16, 39 lb uplift at joint 23 and 108 lb uplift at joint 17. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691779C11Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:26 Page: 1 ID:Czk_rRiFHYNo8PUo26KJxYzXQ0C-NN91Zap3s_yyoRa?gD44BHd7kwuJuoupALn8zhz5PYh ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 12.0412 2.1212 13.5612 =6x6 =3x4 =2x4 =2x4 =6x8 =5x6 =6x8 =2x4 =2x4 =6x10 =3x4 =3x6 =5x6 =3x8 =6x10 =3x4 =3x6 =4x6 =5x6 =3x8 =3x6 =3x6 =3x4 =2x8 32 31 30 29 26 25 2423 22 21 20 19 18 17 16 15 141 28 27 2 1368413839407333742 4653912 36 1134433545444 10 1-11-0 41-9-9 1-11-0 -1-11-0 2-9-12 28-5-6 5-8-4 25-7-10 5-10-14 19-11-6 2-11-1 39-10-10 4-3-7 36-11-9 4-2-12 32-8-2 6-9-14 14-0-8 7-2-11 7-2-11 0-0-6 0-0-6 0-2-11 14-4-15 0-8-6 14-2-4 0-10-10 0-11-0 0-11-1 26-4-15 0-11-0 39-10-10 1-6-11 27-11-10 1-7-10 16-0-10 0-3-0 11-0-3 0-3-0 3-9-9 2-5-11 13-5-14 2-7-9 3-6-9 3-10-12 19-11-6 4-8-9 32-8-2 5-6-8 25-5-14 6-3-8 38-11-10 6-11-10 10-9-310-10-92-5-132-8-122-0-02-10-92-10-91-0-83-11-25-9-119-8-131-1-1310-10-9Scale = 1:79.1 Plate Offsets (X, Y):[2:0-3-0,0-1-15], [4:Edge,0-2-8], [10:Edge,0-1-14], [27:0-2-12,Edge], [28:0-2-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.12 27-28 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.30 27-28 >509 180 TCDL 10.0 Rep Stress Incr YES WB 0.62 Horiz(TL)0.03 24 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 227 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 30-3,5-25:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 17-10,15-13,4-27,28-4:2x4 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 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 28-30 10-0-0 oc bracing: 25-27 WEBS 1 Row at midpt 4-27 REACTIONS (size)15=1-0-6, 16=0-3-8, 19=0-3-8, 20=1-2-9, 23=1-2-9, 24=0-3-8, 31=0-3-8, 32=1-0-6 Max Horiz 32=-11 (LC 6) Max Uplift 15=-96 (LC 6), 20=-133 (LC 6), 23=-11 (LC 6), 24=-16 (LC 5), 32=-74 (LC 6) Max Grav 15=736 (LC 32), 16=305 (LC 5), 19=169 (LC 5), 20=908 (LC 12), 23=1157 (LC 12), 24=41 (LC 26), 31=189 (LC 27), 32=675 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/146, 2-33=-789/0, 3-33=-605/0, 3-34=-929/43, 4-34=-706/59, 4-35=-360/83, 35-36=-420/67, 5-36=-584/66, 5-37=-306/0, 6-37=-489/0, 6-38=-324/88, 38-39=-270/89, 7-39=-255/95, 7-40=-261/95, 40-41=-273/89, 8-41=-310/89, 8-42=-147/48, 9-42=0/80, 9-43=-487/109, 43-44=-354/111, 10-44=-332/127, 10-45=-338/126, 11-45=-363/106, 11-12=-588/102, 12-46=-8/213, 13-46=-54/191, 13-14=0/154, 2-32=-785/40, 13-15=-222/241 BOT CHORD 31-32=-43/0, 30-31=-43/0, 29-30=0/0, 28-30=0/39, 3-28=-480/101, 27-28=0/258, 25-27=0/42, 5-27=-426/124, 25-26=0/0, 24-25=-44/0, 23-24=-44/0, 22-23=-383/76, 21-22=-383/76, 20-21=-69/164, 19-20=0/294, 18-19=0/294, 17-18=0/294, 16-17=0/306, 15-16=0/306 WEBS 23-27=-373/105, 6-27=0/625, 6-23=-870/22, 6-21=0/639, 7-21=-269/98, 8-21=-78/353, 8-20=-467/160, 10-17=-112/280, 28-32=-38/101, 2-28=0/531, 4-27=-63/210, 4-28=-1/568, 9-17=-155/111, 9-20=-552/0, 12-17=-118/129, 12-15=-760/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 11 lb uplift at joint 23, 133 lb uplift at joint 20, 96 lb uplift at joint 15, 74 lb uplift at joint 32 and 16 lb uplift at joint 24. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691780C12Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:27 Page: 1 ID:xDnb1s78tBvnzl2?ZKOSN0zXPxo-rajPmwqidH5pPb9BExbJkUAO3JCed9TyP?XiW7z5PYg ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 2.1212 =3x4 =4x6 =5x9 =2x4 =4x6 =3x6 =5x6 =3x8 =4x6 =2x4 =5x9 =5x6 =3x8 =3x6 =5x6 =3x8 =5x6 =3x6 =3x6 =5x6 =3x8 =3x6 =4x6 =3x4 =2x8 33 32 31 30 26 25 2423 22 2120 19 18 17 16 1 1528 27292 14 97383983740 63 44 1312410 36 413542 4334 115 1-7-13 45-3-7 1-11-0 -1-11-0 4-7-4 21-9-14 4-7-5 26-5-3 4-0-12 30-5-15 4-0-12 34-6-10 4-6-11 39-1-5 4-6-5 43-7-10 8-1-7 17-2-10 9-1-3 9-1-3 0-0-6 0-0-6 0-1-8 17-4-6 0-1-9 26-5-0 0-10-10 0-11-0 0-11-0 43-7-10 0-9-9 26-3-7 0-9-10 18-2-0 0-3-0 3-9-9 0-3-0 14-9-4 3-3-11 29-8-10 2-5-11 17-2-15 2-7-9 3-6-9 3-7-10 21-9-10 3-8-4 25-5-14 4-10-0 34-6-10 5-3-10 9-1-3 5-5-0 14-6-4 8-2-0 42-8-1111-6-122-5-92-5-122-0-03-5-53-5-50-9-124-3-17-3-1111-6-12Scale = 1:83.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-0-12,0-2-0], [27:0-5-8,0-1-8], [29:0-5-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.07 18-20 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL)-0.17 18-20 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horiz(TL)0.05 16 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 246 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 31-3,6-25:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 28-5,18-11,10-18,10-20,13-18,13-16:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 29-31, 25-27 WEBS 1 Row at midpt 10-18, 10-20 REACTIONS (size)16=1-0-6, 17=0-3-8, 20=1-2-9, 21=0-3-8, 23=0-3-8, 24=1-2-9, 32=0-3-8, 33=1-0-6 Max Horiz 33=12 (LC 6) Max Uplift 16=-182 (LC 6), 20=-168 (LC 6), 24=-150 (LC 6), 33=-107 (LC 6) Max Grav 16=776 (LC 32), 17=449 (LC 5), 20=964 (LC 31), 21=103 (LC 5), 23=361 (LC 5), 24=1116 (LC 12), 32=202 (LC 27), 33=786 (LC 27) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/146, 2-3=-1009/7, 3-4=-791/74, 4-34=-494/86, 5-34=-438/109, 5-35=-444/108, 35-36=-473/88, 6-36=-605/85, 6-37=-275/17, 7-37=-432/6, 7-38=0/366, 8-38=0/381, 8-39=-15/78, 9-39=-31/38, 9-40=-179/45, 10-40=-43/131, 10-41=-565/150, 41-42=-490/165, 11-42=-487/181, 11-43=-470/173, 12-43=-482/155, 12-13=-699/137, 13-44=-65/222, 14-44=-141/189, 14-15=0/127, 2-33=-871/88, 14-16=-247/237 BOT CHORD 32-33=-9/13, 31-32=-9/13, 30-31=0/0, 29-31=0/42, 3-29=0/141, 28-29=0/755, 27-28=0/326, 25-27=0/61, 6-27=-482/88, 25-26=0/0, 24-25=-11/4, 23-24=-72/86, 22-23=-72/86, 21-22=-72/86, 20-21=-72/86, 19-20=0/350, 18-19=0/350, 17-18=0/454, 16-17=0/454 WEBS 3-28=-473/92, 5-28=-32/310, 6-28=-73/186, 24-27=-463/115, 7-27=0/678, 7-24=-603/30, 8-24=-473/2, 8-20=-119/128, 9-20=-307/114, 11-18=-161/418, 10-18=-184/138, 10-20=-631/41, 13-18=-221/175, 13-16=-847/0, 2-29=0/749, 29-33=-83/75 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 150 lb uplift at joint 24, 182 lb uplift at joint 16, 168 lb uplift at joint 20 and 107 lb uplift at joint 33. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691781C13Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:28 Page: 1 ID:F?R4ca3VBL34ALHlxxGzsmzXPvI-JmHn_GrKObDf1lkOoe6YGhiXujWdMYS6efGF2az5PYf ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 2.1212 =MT18HS 4x8=6x8 =5x9 =12x12 =MT18HS 5x10=5x9 =MT18HS 6x12 =10x10 =4x6 =3x6 =7x14 =MT18HS 6x12 =6x8 =4x6 =10x10 =4x6 =6x8 =MT18HS 10x12 =3x6 =MT18HS 8x14 =4x6 =6x14 =5x6 =2x4 HUS26 HUS28 HUS28HUS28HUS28 HUS26HUS26HUS28 HUS28HUS28 24 23 22 14 36 13 12 1 33212920303119321817 3416 35 152 9 10 28113278 74 25 265 6 0-7-10 18-4-8 1-5-8 1-5-8 2-2-1 20-6-10 1-7-3 17-8-14 1-11-5 3-4-13 2-0-7 16-1-11 2-7-2 23-1-12 3-5-12 6-10-9 3-7-0 10-5-9 3-7-11 14-1-3 0-1-2 0-1-2 0-4-12 20-11-5 1-6-10 1-7-12 1-7-4 3-3-1 1-7-3 17-8-14 0-3-8 3-6-9 2-0-7 16-1-11 2-2-6 23-1-12 2-9-12 20-6-10 3-4-0 6-10-9 3-5-4 10-3-13 3-9-7 14-1-311-6-121-1-34-5-142-0-00-1-63-6-73-6-70-1-63-7-127-11-011-6-12Scale = 1:86.9 Plate Offsets (X, Y): [2:0-6-0,0-8-0], [3:0-1-8,0-2-0], [4:0-1-0,0-1-8], [7:0-1-0,0-2-0], [8:0-1-0,0-2-0], [9:0-5-4,0-5-0], [10:0-5-0,0-3-0], [16:0-3-8,0-3-0], [17:0-3-8,0-5-12], [20:0-3-8,0-5-4], [21:0-2-12,0-0-6], [22:0-5-0,0-2-0] 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 0.87 Vert(LL)-0.23 19-20 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.98 Vert(TL)-0.44 17-19 >557 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr NO WB 0.97 Horiz(TL)0.55 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 642 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 6-9:2x8 SPNo.2, 9-11:2x6 SP No.1, 5-6:2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E *Except* 24-22:2x6 SPF No.2, 9-14:2x4 SPF No.2, 14-12:2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 20-4,1-23:2x4SPF No.2, 19-6,21-2,3-22:2x4 SPF-S 1650F1.6E, 24-1,2-23:2x6 SPF No.2, 15-10:2x4 SP2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or4-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)13=0-9-4, 24=0-10-13 Max Horiz 24=15 (LC 6) Max Grav 13=11456 (LC 1), 24=12439 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-10097/0, 2-3=-23370/0, 3-4=-14722/0, 4-25=-10171/0, 5-25=-10110/0, 5-6=-10111/0, 6-26=-10016/0, 7-26=-10080/0, 7-8=-14098/0, 8-27=-17855/0, 9-27=-17911/0, 9-10=-21974/0, 10-28=-73/41, 11-28=-59/45, 11-12=-4/310, 1-24=-11149/0 BOT CHORD 23-24=0/918, 22-23=0/6528, 21-29=0/17572, 20-29=0/17572, 20-30=0/10362, 30-31=0/10362, 19-31=0/10362, 19-32=0/9917, 18-32=0/9917, 18-33=0/9917, 17-33=0/9917, 17-34=0/12190, 16-34=0/12190, 16-35=0/21537, 15-35=0/21537, 14-15=-1/396, 9-15=-10058/0, 14-36=0/826, 13-36=0/826, 12-13=-17/692 WEBS 10-12=-1251/0, 10-13=-8958/0, 3-20=-8309/0, 4-20=0/8068, 4-19=-5805/17, 6-19=0/13851, 7-19=-4769/0, 7-17=0/6605, 2-21=0/15630, 2-23=-3398/0, 1-23=0/7075, 2-22=-8135/0, 10-15=0/24287, 13-15=-192/81, 8-17=-4189/0, 8-16=0/6521, 9-16=-11091/0, 21-22=0/9101, 3-21=0/10084 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc, 2x8 - 4 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-22 2x4 - 2 rows staggered at 0-4-0 oc, 2x6 - 3 rows staggered at 0-4-0 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 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Use Simpson Strong-Tie HUS26 (14-16d Girder, 6-16d Truss) or equivalent at 1-6-10 from the left end to connect truss(es) to front face of bottom chord. 11)Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss) or equivalent at 3-6-9 from the left end to connect truss(es) to front face of bottom chord. 12)Use Simpson Strong-Tie HUS28 (22-16d Girder, 8-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 5-6-10 from the left end to 9-5-14 to connect truss(es) to front face of bottom chord. 13)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 11-5-14 from the left end to 13-5-14 to connect truss(es) to front face of bottom chord. Job Truss Truss Type Qty Ply WF60 S I41691782C14Roof Special Girder 1 3WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:29 Page: 1 ID:CdgHxRIHK?joFaF7w70wh4zXLmJ-JmHn_GrKObDf1lkOoe6YGhiVijPHMW96efGF2az5PYf Continued on page 2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10dTruss, Single Ply Girder) or equivalent spaced at 1-11-8 oc max. starting at 15-5-2 from the left end to 17-4-10 to connect truss(es) to front face of bottom chord. 15)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss) or equivalent at 19-3-14 from the left end to connect truss(es) to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-6=-60, 6-9=-60, 9-11=-60, 22-24=-20, 15-21=-20, 12-14=-20 Concentrated Loads (lb) Vert: 22=-2474 (F), 23=-2317 (F), 29=-2591 (F), 30=-2688 (F), 31=-2746 (F), 32=-1695 (F), 33=-1698 (F), 34=-1959 (F), 35=-1959 (F), 36=-1950 (F) Job Truss Truss Type Qty Ply WF60 S I41691782C14Roof Special Girder 1 3WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:29 Page: 2 ID:CdgHxRIHK?joFaF7w70wh4zXLmJ-JmHn_GrKObDf1lkOoe6YGhiVijPHMW96efGF2az5PYf 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 2.1212 =5x9 =4x12 =3x4 =8x8 =3x8 =6x8 =4x9 =10x10 =3x8 =10x10 =6x8 =2x8 =2x4 =6x8 =3x4 =3x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 27 28 16 20 21 15 142413 25 2612 11 10 9 22 23 29 1 6 7 8219 3 5 17 18 4 2-2-0 20-6-3 2-7-4 23-1-7 3-11-8 18-4-3 3-11-8 14-4-11 5-4-5 5-4-5 5-0-13 10-5-3 0-2-2 0-2-2 0-3-10 20-9-13 2-0-4 20-6-3 2-3-10 23-1-7 3-11-8 14-4-11 4-1-4 18-5-15 5-0-13 10-5-3 5-2-3 5-4-511-6-121-1-94-5-143-7-123-7-127-11-011-6-12Scale = 1:77.4 Plate Offsets (X, Y):[6:0-5-8,0-3-0], [12:0-3-8,0-5-0], [13:0-5-0,0-6-0], [15:0-3-8,0-5-4] 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 0.52 Vert(LL)-0.07 13-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)-0.18 13-15 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.70 Horiz(TL)0.03 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 548 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-3,13-4,13-5:2x4 SPF No.2, 16-1:2x8 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (size)10=0-7-4, 16=0-8-14 Max Horiz 16=13 (LC 6) Max Grav 10=9578 (LC 1), 16=8376 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-8394/0, 2-3=-8260/0, 3-17=-6067/0, 4-17=-5964/0, 4-18=-5909/3, 5-18=-6034/0, 5-19=-7724/0, 6-19=-7780/0, 6-7=-340/0, 7-8=-360/11, 8-9=-501/0, 1-16=-6789/0 BOT CHORD 16-20=0/1615, 20-21=0/1615, 15-21=0/1615, 15-22=0/5856, 22-23=0/5856, 14-23=0/5856, 14-24=0/5856, 13-24=0/5856, 13-25=0/5482, 25-26=0/5482, 12-26=0/5482, 12-27=0/5342, 27-28=0/5342, 11-28=0/5342, 11-29=0/5422, 10-29=0/5422, 9-10=-51/53 WEBS 6-11=0/1759, 7-10=-361/36, 6-10=-9027/0, 8-10=0/659, 3-15=0/3317, 3-13=-2560/71, 4-13=0/8139, 5-13=-2622/46, 5-12=0/3271, 6-12=-3/179, 1-15=0/4312 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 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 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-11-3 from the left end to 17-8-15 to connect truss(es) to back face of bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent at 19-8-15 from the left end to connect truss(es) to back face of bottom chord. 11)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, 4-6=-60, 6-8=-60, 9-16=-20 Concentrated Loads (lb) Vert: 20=-1582 (B), 21=-1582 (B), 22=-1582 (B),23=-1580 (B), 24=-1580 (B), 25=-1580 (B),26=-1580 (B), 27=-1580 (B), 28=-1580 (B),29=-1912 (B) Job Truss Truss Type Qty Ply WF60 S I41691783C15Roof Special Girder 1 3WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:29 Page: 1 ID:9EHIM4tEWRFBkLuKpO8?NBzXNnz-nyr9Bcry9vLWfvIaMMdnpvFlu7qa52iFtJ0oa0z5PYe June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 12.05 12 =3x4 =2x8 =2x8 =3x6 5 4 1 2 3 1-1-13 1-1-13 1-11-0 -1-11-0 1-1-133-7-112-5-133-7-11Scale = 1:38.5 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 0.80 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 1-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=1-1-13, 5=1-1-13 Max Horiz 5=180 (LC 5) Max Uplift 3=-198 (LC 6), 4=-177 (LC 5), 5=-193 (LC 4) Max Grav 3=104 (LC 4), 4=9 (LC 3), 5=470(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-422/202, 1-2=0/146, 2-3=-138/106, 3-4=0/0 BOT CHORD 4-5=-73/50 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 193 lb uplift at joint 5, 177 lb uplift at joint 4 and 198 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF60 S I41691784D01Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:30 Page: 1 ID:dxBuLb1ucUR3vg7WbZer6BzXQyT-F9PYOysawCTNG2tmv380L6osDXG2qfqP5zlM6Sz5PYd June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 13.5712 =2x8 =3x4 =3x4 =3x6 5 4 1 2 3 1-11-0 -1-11-0 1-1-12 1-1-12 1-1-124-0-52-8-124-0-5Scale = 1:40 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)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.03 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 1-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4=1-1-12, 5=1-1-12 Max Horiz 5=201 (LC 5) Max Uplift 3=-201 (LC 6), 4=-223 (LC 5), 5=-199 (LC 4) Max Grav 3=117 (LC 4), 4=9 (LC 3), 5=472(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-424/214, 1-2=0/154, 2-3=-151/123, 3-4=0/0 BOT CHORD 4-5=-81/54 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 199 lb uplift at joint 5, 223 lb uplift at joint 4 and 201 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF60 S I41691785D02Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:30 Page: 1 ID:sgDHEg8XUFZnV3JEdyIy_5zXQyK-F9PYOysawCTNG2tmv380L6os0XF3qfqP5zlM6Sz5PYd June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =6x6 =MT18HS 10x12 =4x6 =3x4 =4x6 =3x4 =3x6 =3x4 =6x6 =4x9 =4x6 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 26 27 13 24 25 12 11 10 28 29 9 8 30 31 1 2 4 18 19 5 20 6 21 22 23 7171615143 1-4-4 -1-4-4 2-6-4 2-6-4 7-4-10 17-3-7 7-4-10 9-10-13 7-8-2 24-11-8 6-2-0 12-5-12 6-2-0 18-7-12 6-3-12 24-11-8 6-3-12 6-3-123-9-81-8-53-7-60-2-23-7-63-7-60-2-23-9-8Scale = 1:50.3 Plate Offsets (X, Y):[3:0-8-12,0-1-12], [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 0.93 Vert(LL)0.17 9-10 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(TL)-0.28 9-10 >999 180 MT20 244/190 TCDL 10.0 Rep Stress Incr NO WB 0.70 Horiz(TL)0.08 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 111 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E *Except* 1-3:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-7:2x4 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 (3-6-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt 7-8, 7-9 REACTIONS (size)8=0-3-8, 13=0-3-8 Max Horiz 13=60 (LC 6) Max Uplift 8=-792 (LC 6), 13=-745 (LC 6) Max Grav 8=1757 (LC 25), 13=1637 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-137/187, 3-14=-2283/1111, 14-15=-2284/1110, 15-16=-2285/1110, 16-17=-2286/1110, 4-17=-2289/1110, 4-18=-3169/1459, 18-19=-3169/1459, 5-19=-3169/1459, 5-20=-3169/1459, 6-20=-3169/1459, 6-21=-2434/1125, 21-22=-2434/1125, 22-23=-2434/1125, 7-23=-2434/1125, 7-8=-1658/637, 2-13=-340/187 BOT CHORD 13-24=-419/1072, 24-25=-419/1072, 12-25=-419/1072, 12-26=-1300/3135, 26-27=-1300/3135, 11-27=-1300/3135, 10-11=-1300/3135, 10-28=-1161/2814, 28-29=-1161/2814, 9-29=-1161/2814, 9-30=-32/76, 30-31=-32/76, 8-31=-32/76 WEBS 3-13=-1832/603, 3-12=-812/1551, 4-12=-1236/376, 4-10=-187/123, 6-10=-260/362, 6-9=-1155/318, 7-9=-1202/2645 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 capable of withstanding 792 lb uplift at joint 8 and 745 lb uplift at joint 13. 9)This truss is designed in accordance with the 2012 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) 182 lb down and 64 lb up at 2-6-4 on top chord, and 49 lb down and 135 lb up at 2-6-4 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 8=-4 (B), 24=5 (B) Job Truss Truss Type Qty Ply WF60 S I41691786E06Half Hip Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:30 Page: 1 ID:GPEO8YO7QZtRGsiUtDdRdazXQK_-F9PYOysawCTNG2tmv380L6oqDX6zqVwP5zlM6Sz5PYd June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =4x6 =4x9 =5x6 =3x8 =2x4 =3x6 =3x4 =3x4 =3x6 =3x6 =4x6 13 12 11 10 9 8 1 14 2 4 5 6 7153 1-4-4 -1-4-4 6-4-5 11-3-6 7-0-5 18-3-11 4-11-1 4-11-1 6-7-13 24-11-8 4-9-5 4-9-5 6-6-1 11-3-6 6-7-13 24-11-8 7-0-5 18-3-115-9-81-8-55-7-60-2-25-7-65-7-60-2-25-9-8Scale = 1:50.5 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-0,0-2-1], [7: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 0.96 Vert(LL)-0.09 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL)-0.20 9-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horiz(TL)0.07 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-4,9-4,8-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-12, 4-9, 6-8 REACTIONS (size)8=0-3-8, 13=0-3-8 Max Horiz 13=67 (LC 6) Max Uplift 8=-87 (LC 6), 13=-121 (LC 6) Max Grav 8=1640 (LC 14), 13=1367 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=0/34, 2-14=0/112, 2-3=-1429/124, 3-15=-1062/133, 4-15=-1067/133, 4-5=-1572/151, 5-6=-1572/151, 6-7=-71/69, 7-8=-318/56, 2-13=-1328/142 BOT CHORD 12-13=-50/95, 11-12=-39/1929, 10-11=-39/1929, 9-10=-39/1929, 8-9=-17/1572 WEBS 2-12=0/1112, 3-12=0/487, 4-12=-1119/55, 4-11=0/272, 4-9=-448/29, 6-9=0/428, 6-8=-1994/107 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 87 lb uplift at joint 8 and 121 lb uplift at joint 13. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691787E07Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:31 Page: 1 ID:Hr_EFsE5Oa9j6MvuLssJKrzXQHb-kLywcItCgWbEuCSyTnfFuKK_WxXJZyiYKdVvfuz5PYc June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =5x9 =4x9 =5x6 =3x6 =3x4 =3x4 =3x4 =3x8 =3x6 =3x4 12 11 10 9 8 1 2 13 4 5 6 7143 1-4-4 -1-4-4 5-8-13 13-0-10 5-10-9 18-11-3 6-0-5 24-11-8 7-3-13 7-3-13 7-2-1 7-2-1 8-9-13 15-11-15 8-11-9 24-11-87-9-81-8-57-7-60-2-27-7-67-7-60-2-27-9-8Scale = 1:52.9 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-3-0,0-2-1] 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 0.89 Vert(LL)-0.15 8-9 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)-0.39 8-9 >757 180 TCDL 10.0 Rep Stress Incr YES WB 0.65 Horiz(TL)0.04 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-2:2x6 SPF No.2, 11-2:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-14 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-8 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Horiz 12=76 (LC 6) Max Uplift 8=-87 (LC 6), 12=-117 (LC 6) Max Grav 8=1587 (LC 14), 12=1341 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/118, 2-13=-1323/81, 3-13=-1248/129, 3-14=-958/154, 4-14=-961/153, 4-5=-1190/145, 5-6=-94/93, 6-7=-94/93, 7-8=-292/56, 2-12=-1280/152 BOT CHORD 11-12=-112/354, 10-11=0/1305, 9-10=0/1305, 8-9=0/997 WEBS 3-11=0/404, 2-11=0/887, 4-9=-309/86, 4-11=-559/40, 5-9=0/517, 5-8=-1563/103 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 87 lb uplift at joint 8 and 117 lb uplift at joint 12. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691788E08Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:31 Page: 1 ID:fiU6HGktBgm7_QNjcu5OM?zXQFf-kLywcItCgWbEuCSyTnfFuKK0bxV5ZywYKdVvfuz5PYc June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =3x6 =4x6 =3x4 =3x8 =5x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x8 =3x4 14 13 12 11 10 1 15 2 3 164 6 7 8 9175 1-4-4 -1-4-4 4-11-3 14-7-14 5-0-15 19-8-13 4-3-2 4-3-2 5-5-8 9-8-10 5-2-11 24-11-8 7-7-7 17-2-5 7-9-3 24-11-8 9-6-14 9-6-149-9-81-8-59-7-60-2-29-7-69-7-60-2-29-9-8Scale = 1:65.9 Plate Offsets (X, Y):[5:0-3-0,0-2-1] 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 0.60 Vert(LL)-0.20 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)-0.51 13-14 >578 180 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.04 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-2,3-13,3-14:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 6-11, 6-13, 8-10 REACTIONS (size)10=0-3-8, 14=0-3-8 Max Horiz 14=79 (LC 6) Max Uplift 10=-87 (LC 6), 14=-109 (LC 6) Max Grav 10=1523 (LC 14), 14=1417 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-15=0/60, 2-15=0/96, 2-3=-250/99, 3-16=-1125/125, 4-16=-1110/127, 4-5=-1070/163, 5-17=-862/170, 6-17=-865/169, 6-7=-832/160, 7-8=-832/160, 8-9=-113/119, 9-10=-249/62, 2-14=-382/126 BOT CHORD 13-14=-38/870, 12-13=0/931, 11-12=0/931, 10-11=0/667 WEBS 5-13=-5/345, 6-11=-422/79, 6-13=-245/197, 8-11=0/583, 8-10=-1373/88, 3-13=-298/142, 3-14=-1231/44 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 87 lb uplift at joint 10 and 109 lb uplift at joint 14. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691789E09Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:31 Page: 1 ID:yaSctHEbXGxJPj0bW?K0WezXQF0-kLywcItCgWbEuCSyTnfFuKK47xV5ZtUYKdVvfuz5PYc June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =3x6 =4x6 =3x4 =3x4 =3x4 =5x6 =2x4 =5x9 =4x9 =4x6 12 11 10 9 8 1 2 13 3 4 14 6 7155 1-4-4 -1-4-4 6-3-5 18-4-12 5-0-8 5-0-8 7-0-15 12-1-7 6-6-13 24-11-8 6-6-13 24-11-8 8-5-0 8-5-0 9-11-12 18-4-1211-9-81-8-511-7-60-2-211-7-611-7-60-2-211-9-8Scale = 1:71.7 Plate Offsets (X, Y):[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 0.96 Vert(LL)-0.17 9-11 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.66 Vert(TL)-0.45 9-11 >653 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 147 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 5-7:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-8:2x4 SPF-S 1650F 1.6E, 11-3,12-2,12-3:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9, 3-12 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Horiz 12=86 (LC 6) Max Uplift 8=-87 (LC 6), 12=-103 (LC 6) Max Grav 8=1434 (LC 14), 12=1399 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-13=-184/102, 3-13=-101/152, 3-4=-1338/157, 4-14=-1159/174, 5-14=-1105/206, 5-15=-677/180, 6-15=-681/180, 6-7=-677/179, 7-8=-1386/136, 2-12=-256/143 BOT CHORD 11-12=-30/997, 10-11=0/639, 9-10=0/639, 8-9=-126/142 WEBS 3-11=-439/193, 5-11=-42/594, 5-9=-407/46, 6-9=-876/104, 7-9=-70/1243, 3-12=-1435/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 87 lb uplift at joint 8 and 103 lb uplift at joint 12. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691790E10Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:31 Page: 1 ID:kH926W_wdW4ths1HxFvnM?zXQCm-kLywcItCgWbEuCSyTnfFuKK_UxVwZ_wYKdVvfuz5PYc June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =5x9 =MT18HS 7x10 =4x6 =3x4 =2x4 =4x9 =3x8 =3x8 =3x4 11 10 9 8 7 1 2 3 4 5 6 1-4-4 -1-4-4 8-2-8 16-9-0 8-2-8 24-11-8 8-6-8 8-6-8 8-0-12 16-9-0 8-2-8 24-11-8 8-8-4 8-8-41-8-58-9-128-9-12Scale = 1:58.5 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-6-12,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.12 10-11 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.52 Vert(TL)-0.31 10-11 >962 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 No.2 *Except* 11-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-6-13 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 3-8, 4-8 REACTIONS (size)7=0-3-8, 11=0-3-8 Max Horiz 11=80 (LC 4) Max Uplift 7=-87 (LC 4), 11=-114 (LC 4) Max Grav 7=980 (LC 1), 11=1081 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/101, 2-3=-1055/134, 3-4=-747/170, 4-5=-747/170, 5-6=-747/170, 6-7=-909/137, 2-11=-1003/160 BOT CHORD 10-11=-151/356, 9-10=0/667, 8-9=0/667, 7-8=-88/107 WEBS 3-10=0/280, 3-8=-32/117, 4-8=-572/161, 6-8=-89/976, 2-10=0/457 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 7 and 114 lb uplift at joint 11. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691791E11Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:32 Page: 1 ID:lNGlNnoacPeErIDLwX7j6LzXQBi-CXWIpeuqRqj5WM191UAUQXtA4KtRIWbhZHETBLz5PYb June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =3x8 =4x6 =MT18HS 10x12 =3x4 =3x6 =4x9 =2x4 =3x6 =4x6 =4x6 =6x10 =3x6 =4x9 =MT18HS 7x10 =3x6 =3x6 =3x8 =4x6 =3x417 16 15 14 13 12 11 1022 21 20 19 18 1 982 73456 1-4-4 44-11-4 4-3-2 4-3-2 4-3-7 8-6-8 5-3-15 37-11-10 7-6-0 16-0-8 5-7-7 43-7-0 16-7-3 32-7-11 0-1-8 23-6-8 2-9-15 32-5-15 2-11-4 11-7-8 4-5-0 16-0-8 5-5-11 37-11-10 5-7-7 43-7-0 6-1-8 29-8-0 7-4-8 23-5-0 8-8-4 8-8-410-9-121-8-52-0-08-9-122-0-0Scale = 1:81.8 Plate Offsets (X, Y):[3:0-10-0,0-1-12], [7:0-6-8,0-1-8], [10:0-3-0,0-1-8], [12:Edge,0-1-8], [13:0-3-8,0-1-8], [16:0-3-0,Edge], [18:0-7-4,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.18 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(TL)-0.52 14-16 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.15 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 242 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF-S1650F 1.6E, 5-7:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-13,22-1,22-2,12-10,13-10,2-21:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 6-18 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 4-19, 6-19, 7-14, 2-22 REACTIONS (size)12=0-3-8, 22= Mechanical Max Horiz 22=-112 (LC 4) Max Uplift 12=-175 (LC 4), 22=-124 (LC 4) Max Grav 12=1834 (LC 8), 22=1763 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-244/78, 2-3=-1958/240, 3-4=-2144/282, 4-5=-2143/282, 5-6=-2143/282, 6-7=-2331/298, 7-8=-1848/275, 8-9=-1936/237, 9-10=-1953/199, 10-11=0/96, 1-22=-246/67, 10-12=-1775/205 BOT CHORD 21-22=0/1306, 20-21=0/1408, 19-20=0/1408, 18-19=0/2285, 16-18=0/184, 6-18=-324/155, 16-17=0/0, 15-16=0/79, 14-15=0/79, 13-14=0/1391, 12-13=-1/109 WEBS 3-21=0/206, 3-19=-92/1035, 4-19=-460/146, 6-19=-285/19, 14-18=0/1348, 7-18=-58/1265, 7-14=-130/99, 9-14=-169/113, 9-13=-263/61, 2-22=-1890/136, 10-13=-2/1358, 2-21=0/177 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 22 and 175 lb uplift at joint 12. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691792G01Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:32 Page: 1 ID:_RvP5ZsOnKAJNrR8zyv8jTzXPrh-CXWIpeuqRqj5WM191UAUQXtEWKqDIQzhZHETBLz5PYb June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =3x8 =4x6 =MT18HS 10x12 =3x4 =3x6 =2x4 =4x9 =3x6 =4x6 =4x6 =6x10 =3x6 =4x9 =MT18HS 7x10 =3x6 =3x6 =3x8 =4x6 =3x417 16 15 14 13 12 11 1022 21 20 19 18 1 982 73456 1-4-4 44-11-4 4-3-2 4-3-2 4-3-7 8-6-8 5-3-15 37-11-10 7-6-0 16-0-8 5-7-7 43-7-0 16-7-3 32-7-11 0-1-8 23-6-8 2-9-15 32-5-15 2-11-4 11-7-8 4-5-0 16-0-8 5-5-11 37-11-10 5-7-7 43-7-0 6-1-8 29-8-0 7-4-8 23-5-0 8-8-4 8-8-410-9-121-8-52-0-08-9-122-0-0Scale = 1:81.8 Plate Offsets (X, Y):[3:0-10-0,0-1-12], [7:0-6-8,0-1-8], [10:0-3-0,0-1-8], [12:Edge,0-1-8], [13:0-3-8,0-1-8], [16:0-3-0,Edge], [18:0-7-4,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.18 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(TL)-0.52 14-16 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL)0.15 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 242 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF-S1650F 1.6E, 5-7:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-13,22-1,12-10,13-10,22-2,2-21:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 6-18 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 4-19, 7-14, 2-22, 6-19 REACTIONS (size)12=0-3-8, 22= Mechanical Max Horiz 22=-112 (LC 4) Max Uplift 12=-175 (LC 4), 22=-124 (LC 4) Max Grav 12=1834 (LC 8), 22=1763 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-244/78, 2-3=-1958/240, 3-4=-2144/282, 4-5=-2143/282, 5-6=-2143/282, 6-7=-2331/298, 7-8=-1848/275, 8-9=-1936/237, 9-10=-1953/199, 10-11=0/96, 1-22=-246/67, 10-12=-1775/205 BOT CHORD 21-22=0/1306, 20-21=0/1408, 19-20=0/1408, 18-19=0/2285, 16-18=0/184, 6-18=-324/155, 16-17=0/0, 15-16=0/79, 14-15=0/79, 13-14=0/1391, 12-13=-1/109 WEBS 14-18=0/1348, 7-18=-58/1265, 9-13=-263/61, 10-13=-2/1358, 3-21=0/206, 4-19=-460/146, 7-14=-130/99, 9-14=-169/113, 2-22=-1890/136, 2-21=0/177, 3-19=-92/1035, 6-19=-285/19 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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)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 bottomchord 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 175 lb uplift at joint 12 and 124 lb uplift at joint 22. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691793G02Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:32 Page: 1 ID:ueum2FltpZy1jzxJgQDyaazXPpE-CXWIpeuqRqj5WM191UAUQXtEWKqDIQzhZHETBLz5PYb June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =MT18HS 3x8 =4x6 =3x4 =6x6 =3x6 =5x6 =MT18HS 5x10 =MT18HS 5x10 =4x9 =3x8 =2x4 =6x10 =2x4 =5x6 =3x6 =5x6 =3x6 =6x12 =5x6 =3x6 =3x6 =3x10 =5x6 =MT18HS 3x820 19 18 17 16 15 14 1327 26 25 24 23 22 21 34 1 33 3212211 28 3 29 4 10530316789 1-0-5 13-0-0 1-4-4 44-11-4 4-5-8 11-11-12 3-8-15 3-8-15 4-6-9 32-7-11 5-3-4 18-3-4 3-9-5 7-6-4 5-3-15 37-11-10 5-7-7 43-7-0 9-9-13 28-1-2 1-3-13 13-1-12 0-1-8 23-6-8 2-2-7 11-10-0 2-3-1 9-7-8 2-9-15 32-5-15 5-1-8 18-3-4 5-5-11 37-11-10 5-7-7 43-7-0 5-1-12 23-5-0 6-1-8 29-8-0 7-4-8 7-4-810-9-121-8-52-0-00-2-22-0-07-9-69-9-60-2-29-11-80-10-410-9-12Scale = 1:83.3 Plate Offsets (X, Y):[3:0-3-7,Edge], [4:0-5-0,0-1-14], [5:0-7-4,0-2-4], [10:0-4-0,0-1-12], [13:0-2-12,0-1-8], [16:0-3-8,0-1-8], [19:0-3-0,Edge], [21:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.27 21-22 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.56 17-19 >930 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.78 Horiz(TL)0.21 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 277 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-16,27-1,27-2,15-13,16-13,2-26:2x4 SPF Stud/No.3, 9-17:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-11 max.): 3-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 7-21 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 4-24, 4-23, 6-23, 6-21, 2-27, 9-17 REACTIONS (size)15=0-3-8, 27= Mechanical Max Horiz 27=-111 (LC 6) Max Uplift 15=-175 (LC 6), 27=-125 (LC 6) Max Grav 15=2128 (LC 21), 27=2208 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-260/75, 2-28=-2575/218, 3-28=-2513/231, 3-29=-2819/255, 4-29=-2815/255, 4-5=-3466/320, 5-30=-2727/262, 6-30=-2725/262, 6-7=-3254/287, 7-8=-3243/288, 8-9=-3243/288, 9-31=-1886/254, 10-31=-1889/254, 10-11=-2433/275, 11-12=-2484/238, 12-32=-2244/199, 32-33=-2296/196, 33-34=-2298/177, 13-34=-2356/161, 13-14=0/96, 1-27=-281/62, 13-15=-2069/205 BOT CHORD 26-27=0/1673, 25-26=0/1989, 24-25=0/1989, 23-24=0/2842, 22-23=0/3223, 21-22=0/3223, 19-21=0/185, 7-21=-554/92, 19-20=0/0, 18-19=0/120, 17-18=0/120, 16-17=0/1764, 15-16=-3/149 WEBS 3-26=-234/120, 3-24=-89/1666, 4-24=-1422/91, 4-23=-975/151, 5-23=-143/1862, 6-23=-965/46, 6-22=0/241, 6-21=-47/147, 17-21=0/2578, 10-17=-81/1227, 12-17=-355/149, 12-16=-365/62, 2-27=-2547/131, 13-16=-4/1758, 2-26=0/483, 9-17=-1902/87, 9-21=0/1369 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 27 and 175 lb uplift at joint 15. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691794G03Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:33 Page: 1 ID:nCghahKEAVYe4Vgdw8oD6UzXPTq-gj4g1_vSC7ry7WcLbCijzlQNGk8O1pSrnx_0jnz5PYa June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =MT18HS 3x8=5x6 =4x9 =6x6 =6x6 =MT18HS 5x10 =4x6 =MT18HS 5x10 =5x9 =3x8 =2x4 =6x10 =2x4 =5x6 =3x6 =5x6 =3x6 =6x12 =5x6 =3x6 =3x6 =3x10 =5x6 =MT18HS 3x819 18 17 16 15 14 13 1226 25 24 23 22 21 20 35 1 34 33111027 28 2923 943031325678 1-4-4 44-11-4 4-5-8 9-6-15 4-6-9 32-7-11 3-5-1 13-0-0 5-3-4 18-3-4 5-1-7 5-1-7 5-3-15 37-11-10 5-7-7 43-7-0 9-9-13 28-1-2 1-6-4 13-1-12 0-1-8 23-6-8 2-2-5 11-7-8 2-9-15 32-5-15 4-5-8 9-5-3 4-11-11 4-11-11 5-1-8 18-3-4 5-5-11 37-11-10 5-7-7 43-7-0 5-1-12 23-5-0 6-1-8 29-8-010-9-121-8-52-0-00-2-22-0-05-9-67-9-60-2-27-11-82-10-410-9-12Scale = 1:82.7 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [2:0-3-7,Edge], [3:0-5-0,0-1-14], [4:0-7-4,0-2-4], [9:0-4-0,0-1-12], [12:0-2-12,0-1-8], [15:0-3-8,0-1-8], [18:0-3-0,Edge], [20:0-3-8,0-3-0], [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 0.89 Vert(LL)-0.29 20-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(TL)-0.58 16-18 >899 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.92 Horiz(TL)0.21 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 263 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 22-4,22-5,5-21,20-5,16-20,16-9,16-11,8-20:2 x4 SPF No.2, 8-16:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or2-2-0 oc purlins, except end verticals, and2-0-0 oc purlins (2-2-0 max.): 2-3, 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 6-20 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 3-24, 3-22, 5-22, 5-20,8-16 REACTIONS (size)14=0-3-8, 26= Mechanical Max Horiz 26=-112 (LC 6) Max Uplift 14=-174 (LC 6), 26=-125 (LC 6) Max Grav 14=2107 (LC 21), 26=2229 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-2487/160, 2-27=-2396/179, 2-28=-3180/248, 28-29=-3180/248, 3-29=-3180/248, 3-4=-3470/297, 4-30=-2647/260, 30-31=-2646/260, 5-31=-2644/260, 5-6=-3205/286, 6-7=-3195/286, 7-8=-3195/286, 8-32=-1865/254, 9-32=-1867/253, 9-10=-2405/274, 10-11=-2456/237, 11-33=-2219/198, 33-34=-2272/195, 34-35=-2273/176, 12-35=-2331/160, 12-13=0/96, 1-26=-2181/150, 12-14=-2049/204 BOT CHORD 25-26=0/123, 24-25=0/1901, 23-24=0/3222, 22-23=0/3222, 21-22=0/3163, 20-21=0/3163, 18-20=0/185, 6-20=-548/92, 18-19=0/0, 17-18=0/120, 16-17=0/120, 15-16=0/1745, 14-15=-3/149 WEBS 2-25=-461/70, 2-24=-105/2086, 3-24=-1583/129, 3-22=-1127/143, 4-22=-109/1900, 5-22=-1005/46, 5-21=0/239, 5-20=-47/145, 16-20=0/2545, 9-16=-80/1209, 11-16=-352/145, 11-15=-360/62, 1-25=-24/1926, 12-15=-3/1738, 8-16=-1872/86, 8-20=0/1336 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 26 and 174 lb uplift at joint 14. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691795G04Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:34 Page: 1 ID:v7nRUysuYv7oPk6SBdVO7szXPMh-gj4g1_vSC7ry7WcLbCijzlQM2k8a1nBrnx_0jnz5PYa June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =4x6 =3x10 =5x9 =4x6 =MT18HS 5x10 =MT18HS 10x12 =3x6 =4x6 =3x10 =3x4 =6x10 =2x4 =5x6 =3x6 =5x6 =3x6 =6x12 =5x6 =3x6 =3x6 =3x10 =5x6 =MT18HS 3x8 NAILEDNAILED NAILED NAILEDNAILED 19 18 17 16 15 14 13 1226 25 38 24 2322 21 20 37 1 36 2728 29 302 3 351110 31 943233345678 1-4-4 44-11-4 2-8-10 2-8-10 4-5-8 7-2-2 4-6-9 32-7-11 5-3-4 18-3-4 5-3-15 37-11-10 5-9-14 13-0-0 5-7-7 43-7-0 9-9-13 28-1-2 0-9-4 13-11-0 0-1-8 23-6-8 2-6-14 2-6-14 2-9-15 32-5-15 4-4-4 18-3-4 4-5-8 7-0-6 5-5-11 37-11-10 5-7-7 43-7-0 5-1-12 23-5-0 6-1-6 13-1-12 6-1-8 29-8-010-9-121-8-52-0-00-2-22-0-03-9-65-9-60-2-25-11-84-10-410-9-12Scale = 1:82.7 Plate Offsets (X, Y): [1:0-2-12,0-1-12], [2:0-4-8,0-0-13], [3:0-5-0,0-1-14], [4:0-10-0,0-1-12], [9:0-4-0,0-1-12], [12:0-2-12,0-1-8], [15:0-3-8,0-1-8], [18:0-3-0,Edge], [20:0-3-8,0-3-0], [21:0-3-8,0-1-8], [24:0-1-12,0-1-8], [25:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.28 20-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.91 Vert(TL)-0.57 16-18 >911 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr NO WB 0.81 Horiz(TL)0.21 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 257 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x4 SPF-S1650F 1.6E, 3-4:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 26-22,17-14:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except*25-2,24-3,23-3,11-15,26-1,25-1,14-12,15-12:2x4 SPF Stud/No.3, 8-16:2x4 SPF-S 1650F1.6E BRACING TOP CHORD Structural wood sheathing directly applied or3-5-4 oc purlins, except end verticals, and2-0-0 oc purlins (2-5-6 max.): 2-3, 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 6-20 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 3-23, 5-21, 5-20, 8-16 REACTIONS (size)14=0-3-8, 26= Mechanical Max Horiz 26=-112 (LC 35) Max Uplift 14=-189 (LC 6), 26=-410 (LC 6) Max Grav 14=2099 (LC 22), 26=2257 (LC 38) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-2030/321, 27-28=-1985/323, 2-28=-1983/331, 2-29=-3795/424, 29-30=-3795/424, 3-30=-3795/424, 3-31=-3393/312, 4-31=-3338/339, 4-32=-3103/328, 32-33=-3102/328, 5-33=-3101/328, 5-6=-3156/321, 6-7=-3146/321, 7-8=-3146/321, 8-34=-1843/269, 9-34=-1845/269, 9-10=-2377/294, 10-11=-2429/257, 11-35=-2194/216, 35-36=-2247/213, 36-37=-2248/194, 12-37=-2306/178, 12-13=0/96, 1-26=-2228/345, 12-14=-2039/219 BOT CHORD 25-26=-17/126, 25-38=-73/1611, 24-38=-73/1611, 23-24=-225/3866, 22-23=0/2561, 21-22=0/2561, 20-21=0/3102, 18-20=0/184, 6-20=-548/94, 18-19=0/0, 17-18=0/117, 16-17=0/117, 15-16=0/1726, 14-15=-3/152 WEBS 2-25=-875/36, 2-24=-188/2832, 3-24=-1710/160, 3-23=-1592/302, 4-23=-81/935, 4-21=-63/1026, 5-21=-754/121, 5-20=-74/147, 16-20=0/2511, 9-16=-93/1192, 11-16=-349/142, 11-15=-357/65, 1-25=-235/1823,12-15=-17/1718, 8-16=-1841/108,8-20=-23/1303 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 26 and 189 lb uplift at joint 14. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. Job Truss Truss Type Qty Ply WF60 S I41691796G05Piggyback Base Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:34 Page: 1 ID:1oHmmvgLThvfne?5QQgKfHzXPKM-8we2EJv5zRzplgBX8vDyWyyWj8TgmGF_0bjZFDz5PYZ Continued on page 2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 13)In the LOAD CASE(S) section, loads applied to the faceof the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-9=-60, 9-12=-60, 12-13=-60, 20-26=-20, 18-19=-20, 14-18=-20 Concentrated Loads (lb) Vert: 26=-6 (F) Job Truss Truss Type Qty Ply WF60 S I41691796G05Piggyback Base Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:34 Page: 2 ID:1oHmmvgLThvfne?5QQgKfHzXPKM-8we2EJv5zRzplgBX8vDyWyyWj8TgmGF_0bjZFDz5PYZ 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =3x6 =4x6 =5x9 =3x4 =3x6 =4x9 =2x4 =3x8 =4x6 =4x6 =6x8 =3x6 =4x9 =MT18HS 7x10 =3x6 =3x6 =3x6 =4x6 =3x417 16 15 14 13 12 11 1022 21 20 19 18 1 982 3 7456 1-4-4 40-5-12 4-3-2 4-3-2 5-3-4 13-9-12 4-3-7 8-6-8 5-3-15 33-6-2 5-7-7 39-1-8 14-4-7 28-2-3 1-10-12 13-9-12 0-1-8 19-1-0 2-9-15 28-0-7 3-2-12 11-11-0 5-5-11 33-6-2 5-7-7 39-1-8 5-1-12 18-11-8 6-1-8 25-2-8 8-8-4 8-8-410-9-121-8-52-0-08-9-122-0-0Scale = 1:78.6 Plate Offsets (X, Y):[3:0-7-4,0-2-0], [7:0-6-12,0-1-12], [10:0-3-0,0-1-8], [12:Edge,0-1-8], [16:0-3-0,Edge], [18:0-6-4,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.17 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.61 Vert(TL)-0.47 14-16 >997 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horiz(TL)0.11 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 224 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-13,22-1,22-2,12-10,13-10,2-21:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 6-18 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 4-19, 6-19, 7-14, 2-22 REACTIONS (size)12=0-3-8, 22=0-3-8 Max Horiz 22=-112 (LC 4) Max Uplift 12=-160 (LC 4), 22=-108 (LC 4) Max Grav 12=1661 (LC 8), 22=1593 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-237/76, 2-3=-1737/220, 3-4=-1702/242, 4-5=-1701/242, 5-6=-1701/242, 6-7=-1919/264, 7-8=-1617/255, 8-9=-1705/218, 9-10=-1750/182, 10-11=0/96, 1-22=-238/64, 10-12=-1603/191 BOT CHORD 21-22=0/1159, 20-21=0/1226, 19-20=0/1226, 18-19=0/1853, 16-18=0/185, 6-18=-155/129, 16-17=0/0, 15-16=0/95, 14-15=0/95, 13-14=0/1235, 12-13=-2/107 WEBS 3-21=0/208, 3-19=-71/773, 4-19=-276/88, 6-19=-405/32, 14-18=0/1157, 7-18=-31/931, 7-14=-61/154, 9-14=-189/115, 9-13=-219/57, 2-22=-1667/119, 10-13=0/1192, 2-21=-24/141 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 22 and 160 lb uplift at joint 12. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691797G06Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:35 Page: 1 ID:02uCPDOYwKiykzYHT5CZ8EzXPFY-c6CRSfwjkl5gNqmkickB2AVgVYueVnr8FFT7ogz5PYY June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =3x8 =4x6 =3x6 =5x9 =3x4 =4x9 =2x4 =3x6 =4x6 =5x6 =5x9 =3x4 =3x6 =6x10 =5x6 =3x6 =3x6 =2x4 =3x617 16 15 14 13 12 22 21 20 19 18 1 2 11 103 945678 1-4-4 -1-4-4 4-6-9 28-2-3 5-3-4 13-9-12 4-3-7 8-6-8 4-3-2 4-3-2 6-1-0 34-3-3 6-4-13 40-8-0 9-9-13 23-7-10 1-3-7 28-0-7 0-1-8 19-1-0 3-6-4 8-8-4 5-1-8 13-9-12 5-2-0 5-2-0 5-1-12 18-11-8 6-2-12 34-3-3 6-4-13 40-8-0 7-8-0 26-9-010-9-121-8-50-4-142-0-08-9-122-0-0Scale = 1:78.6 Plate Offsets (X, Y):[4:0-7-4,0-2-0], [9:0-4-4,0-2-0], [12:0-6-0,0-0-9], [14:0-4-8,0-3-0], [16:0-3-0,Edge], [18:0-6-4,0-2-8] 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 0.57 Vert(LL)-0.17 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(TL)-0.50 14-16 >970 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horiz(TL)0.14 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 230 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 11-13,22-2,22-3,3-20:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-4 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 5-19, 7-19, 11-14, 3-22, 8-14 REACTIONS (size)12=0-3-8, 22=0-3-8 Max Horiz 22=75 (LC 5) Max Uplift 12=-113 (LC 4), 22=-162 (LC 4) Max Grav 12=1678 (LC 8), 22=1711 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-241/119, 3-4=-1812/229, 4-5=-1806/255, 5-6=-1806/255, 6-7=-1806/255, 7-8=-1994/270, 8-9=-1457/248, 9-10=-1830/262, 10-11=-1942/220, 11-12=-2318/195, 2-22=-303/146 BOT CHORD 21-22=0/1197, 20-21=0/1197, 19-20=0/1282, 18-19=0/1932, 16-18=0/185, 7-18=0/135, 16-17=0/0, 15-16=0/111, 14-15=0/111, 13-14=-60/1650, 12-13=-60/1650 WEBS 4-20=0/196, 4-19=-83/862, 5-19=-337/106, 7-19=-364/25, 14-18=-1/1628, 9-14=-66/859, 11-14=-523/150, 11-13=0/253, 3-22=-1735/84, 3-20=-10/157, 8-14=-828/71, 8-18=0/568 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 22 and 113 lb uplift at joint 12. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691798G07Piggyback Base 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:35 Page: 1 ID:2lAU4MSBuZ7r75YyQoFQ14zXPCu-c6CRSfwjkl5gNqmkickB2AVndYuXVn?8FFT7ogz5PYY June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =3x6 =4x6 =6x8 =3x4 =3x6 =4x9 =2x4 =3x6 =4x6 =2x4 =6x10 =3x6 =4x12 =5x9 =3x6 =3x6 =2x4 =3x615 14 13 12 11 10 20 19 18 17 16 1 9 8 2 3 7456 4-0-13 4-0-13 4-1-3 8-2-0 7-3-8 15-5-8 6-1-0 33-10-11 6-4-13 40-3-8 12-4-3 27-9-11 1-3-7 27-7-15 0-1-8 22-9-0 2-6-4 10-10-0 3-7-8 26-4-8 4-7-8 15-5-8 6-2-12 33-10-11 6-4-13 40-3-8 7-2-0 22-7-8 8-3-12 8-3-1210-9-122-0-10-4-142-0-08-9-122-0-0Scale = 1:74.6 Plate Offsets (X, Y):[3:0-6-0,0-1-12], [7:0-7-4,0-2-0], [10:0-6-0,0-0-9], [16:0-7-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.13 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL)-0.40 16-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.63 Horiz(TL)0.15 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 213 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-16,9-11,20-1,20-2,2-19:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-12 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. 1 Row at midpt 6-16 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 4-17, 6-17, 7-12, 9-12, 2-20 REACTIONS (size)10=0-3-8, 20= Mechanical Max Horiz 20=-66 (LC 4) Max Uplift 10=-112 (LC 4), 20=-115 (LC 4) Max Grav 10=1664 (LC 7), 20=1639 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-202/83, 2-3=-1742/225, 3-4=-1893/262, 4-5=-1893/262, 5-6=-1893/262, 6-7=-1987/261, 7-8=-1804/264, 8-9=-1917/221, 9-10=-2301/190, 1-20=-214/69 BOT CHORD 19-20=0/1112, 18-19=0/1236, 17-18=0/1236, 16-17=0/1928, 14-16=0/91, 6-16=-257/115, 14-15=0/0, 13-14=-7/15, 12-13=-7/15, 11-12=-57/1638, 10-11=-57/1638 WEBS 3-19=0/171, 3-17=-83/909, 4-17=-480/152, 6-17=-157/0, 12-16=0/1426, 7-16=-24/1193, 7-12=-217/38, 9-12=-534/145, 9-11=0/279, 2-20=-1713/114, 2-19=0/203 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 115 lb uplift at joint 20 and 112 lb uplift at joint 10. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691799G08Piggyback Base 3 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:36 Page: 1 ID:A88NnU2_p6l6zNeK9XcOOwzXPAq-4Impf?xLV2DX_zLwGKFQbN2vsyDSEDUHUvCgK6z5PYX June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =4x6 =3x6 =3x6 =3x6 =3x6 =5x9 =4x9 =6x10 =5x6 =4x6 =2x4 =2x4 =3x6 =3x8 =MT18HS 5x10 =3x6 =4x6 =4x6 =6x6 =4x9 =4x12 =3x10 =2x8 22 21 20 19 18 1 16 15 14 13 1217 9 10 11 2 8 3 7456 3-4-4 36-11-4 3-4-4 40-3-8 4-1-9 33-7-0 4-1-14 29-5-7 5-3-9 5-3-9 5-4-9 10-8-3 14-7-6 25-3-9 0-10-4 18-4-12 1-0-15 29-5-7 0-1-12 18-6-8 2-3-15 7-7-8 3-2-6 10-9-15 3-2-12 28-4-8 4-3-5 33-8-12 5-3-9 5-3-9 6-6-12 40-3-8 6-8-10 17-6-8 6-7-4 25-1-1310-10-142-0-12-0-02-0-04-0-04-0-06-10-1410-10-14Scale = 1:84.5 Plate Offsets (X, Y):[4:0-7-0,0-1-12], [7:0-8-0,0-1-12], [13:0-3-8,0-2-0], [17:0-7-0,0-4-0], [18:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.25 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(TL)-0.66 16-17 >725 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.76 Horiz(TL)0.21 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 230 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-9,9-11:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 15-12:2x4 SPF-S 1650F 1.6E, 18-23:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except*19-2,19-4,17-4,16-5,16-7,10-13,10-12:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-0 max.): 4-7, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-17 10-0-0 oc bracing: 17-18 WEBS 1 Row at midpt 2-19, 4-19, 5-16, 8-16, 9-14 REACTIONS (size)12=0-3-8, 22= Mechanical Max Horiz 22=56 (LC 4) Max Uplift 12=-123 (LC 4), 22=-110 (LC 4) Max Grav 12=1620 (LC 7), 22=1661 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1721/167, 2-3=-1745/214, 3-4=-1651/251, 4-5=-1992/275, 5-6=-1888/256, 6-7=-1891/255, 7-8=-2478/283, 8-9=-3390/293, 9-10=-5419/395, 10-11=-88/13, 11-12=-122/29, 1-22=-1609/137 BOT CHORD 21-22=-46/81, 20-21=-73/1242, 19-20=-73/1242, 18-19=-4/17, 17-18=0/118, 5-17=-329/129, 16-17=-39/1909, 15-16=-135/2555, 14-15=-135/2555, 13-14=-370/5502, 12-13=-225/2870 WEBS 2-21=-304/75, 2-19=-152/112, 4-19=-226/1, 17-19=0/1230, 4-17=-64/1146, 5-16=-188/30, 7-16=-70/1200, 9-13=-1199/148, 1-21=-28/1231, 8-16=-1282/181, 10-13=-147/2827, 10-12=-3147/281, 8-14=-63/1208, 9-14=-3158/252 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 12 and 110 lb uplift at joint 22. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691800G09Piggyback Base 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:36 Page: 1 ID:lvBO41ZyzjlBDif0WMps?azXP5?-4Impf?xLV2DX_zLwGKFQbN2vQy9xEBQHUvCgK6z5PYX June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =4x6 =3x6 =3x6 =3x6 =3x6 =5x9 =4x9 =6x10 =5x6 =4x6 =2x4 =2x4 =3x6 =3x6 =3x8 =5x6 =3x10 =4x6 =5x6 =3x10 =4x6 =2x4 =6x12 =3x6 =4x12 24 23 22 21 20 13 12 1 18 17 16 15 1419 9 10 11 2 8 3 7456 4-1-12 33-7-0 4-1-12 29-5-4 5-3-9 5-3-9 5-4-9 10-8-3 6-8-8 40-3-8 14-7-6 25-3-9 0-10-4 18-4-12 0-10-15 10-9-15 1-1-12 25-1-13 0-1-12 18-6-8 2-2-4 35-11-0 4-3-8 29-5-4 4-3-8 33-8-12 4-7-7 9-11-0 4-4-8 40-3-8 5-3-9 5-3-9 5-5-8 24-0-0 6-8-10 17-6-810-10-142-0-14-0-02-0-04-0-04-0-06-10-1410-10-14Scale = 1:84.7 Plate Offsets (X, Y):[4:0-7-0,0-1-12], [7:0-3-0,0-2-1], [14:0-7-12,0-1-8], [15:0-3-8,0-1-8], [19:0-7-0,0-4-0], [20:0-3-0,0-3-0] 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 0.90 Vert(LL)-0.28 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.89 Vert(TL)-0.71 15-16 >679 180 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horiz(TL)0.43 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 230 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-13,20-25:2x4 SPF Stud/No.3, 18-14:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 21-2,21-4,19-4,17-5,17-7,14-11:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-7, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-19 10-0-0 oc bracing: 19-20 WEBS 1 Row at midpt 2-21, 4-21, 5-17, 8-17, 9-16 REACTIONS (size)12=0-5-8, 24= Mechanical Max Horiz 24=9 (LC 4) Max Uplift 12=-122 (LC 4), 24=-111 (LC 4) Max Grav 12=1619 (LC 7), 24=1662 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1722/168, 2-3=-1746/216, 3-4=-1652/253, 4-5=-1987/266, 5-6=-1866/246, 6-7=-1867/245, 7-8=-2437/272, 8-9=-3338/275, 9-10=-5149/363, 10-11=-3602/268, 11-12=-1538/127, 1-24=-1610/138 BOT CHORD 23-24=0/51, 22-23=-27/1214, 21-22=-27/1214, 20-21=-3/22, 19-20=0/118, 5-19=-329/132, 18-19=0/1912, 17-18=0/1909, 16-17=-69/2474, 15-16=-286/5193, 14-15=-182/3654, 13-14=0/83, 10-14=-1207/128, 12-13=0/72 WEBS 2-23=-304/75, 2-21=-152/112, 4-21=-224/16, 19-21=0/1225, 4-19=-47/1149, 5-17=-218/31, 7-17=-66/1182, 9-15=-1201/132, 10-15=-117/1793, 12-14=-94/47, 11-14=-240/3823, 1-23=-29/1232, 8-17=-1236/171, 8-16=-53/1215, 9-16=-2953/235 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 122 lb uplift at joint 12 and 111 lb uplift at joint 24. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691801G10Piggyback Base 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:37 Page: 1 ID:nKo0lzmzIbrFMNgYZh7uDvzXNyR-YVKBsLyzGMLOc7w6q1mf7ba1vLVmzb?RiZyDsYz5PYW June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =4x6 =3x6 =3x6 =3x6 =3x6 =6x8 =4x9 =5x9 =5x6 =4x6 =2x4 =2x4 =3x6 =2x4 =4x9 =3x6 =6x8 =3x4 =4x6 =2x4 =5x9 =4x6 =3x6 22 21 2019 18 12 11 1 16 15 14 1317 10 2 9 3 4 8567 5-3-9 5-3-9 6-10-15 31-4-6 5-4-9 10-8-3 8-11-3 40-3-8 13-9-4 24-5-7 0-10-4 18-4-12 0-10-15 10-9-15 0-1-12 18-6-8 3-0-1 27-5-8 3-9-1 31-2-10 4-7-7 9-11-0 4-4-8 40-3-8 4-8-7 35-11-0 5-3-9 5-3-9 5-10-15 24-5-7 6-8-10 17-6-810-10-142-0-13-5-92-0-00-3-80-3-810-7-610-10-14Scale = 1:88.5 Plate Offsets (X, Y):[4:0-6-0,0-1-12], [8:0-6-0,0-1-12], [13:0-5-8,0-2-8], [17:0-6-4,0-2-8], [18:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.10 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.61 Vert(TL)-0.33 16-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.58 Horiz(TL)0.16 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 239 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-12,18-23:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 19-2,19-4,17-4,16-5,7-16,16-8,14-8:2x4 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 (3-6-4 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-17 10-0-0 oc bracing: 17-18 WEBS 1 Row at midpt 2-19, 4-19, 5-16, 7-16 REACTIONS (size)11=0-5-8, 22= Mechanical Max Horiz 22=7 (LC 4) Max Uplift 11=-118 (LC 4), 22=-114 (LC 4) Max Grav 11=1638 (LC 7), 22=1648 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1707/172, 2-3=-1728/220, 3-4=-1635/257, 4-5=-1921/271, 5-6=-1872/263, 6-7=-1872/263, 7-8=-1873/262, 8-9=-1825/232, 9-10=-1757/158, 1-22=-1596/141, 10-11=-1585/126 BOT CHORD 21-22=0/51, 20-21=-27/1213, 19-20=-27/1213, 18-19=0/19, 17-18=0/119, 5-17=-367/126, 16-17=0/1863, 15-16=0/1296, 14-15=0/1296, 13-14=0/1285, 12-13=0/82, 9-13=-314/72, 11-12=0/15 WEBS 2-21=-304/76, 2-19=-156/111, 4-19=-199/41, 17-19=0/1220, 4-17=-50/1093, 5-16=-81/12, 7-16=-440/139, 8-16=-73/825, 8-14=0/227, 9-14=-93/84, 1-21=-32/1231, 11-13=-38/40, 10-13=-28/1323 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 114 lb uplift at joint 22 and 118 lb uplift at joint 11. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691802G11Piggyback Base 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:37 Page: 1 ID:KmOBxW_KWdZwzvuzzORapCzXNws-YVKBsLyzGMLOc7w6q1mf7ba60LZ9zgRRiZyDsYz5PYW June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 3.9512 =3x5 =4x5 =4x5 =3x10 =2x4 =3x6 =3x6 =M18SHS 7x10 =4x12 =6x9 =5x5 =4x5 =2x4 =2x4 =3x6 =4x6 =5x8 =2x4 =M18SHS 6x10 =3x4 =3x4 =2x4 =2x4 =5x5 =5x8 =3x4 =5x14 =3x4 =5x10 =3x4 =3x4 =3x4 =3x4 =5x5 =3x9 18 17 15 1632 31 30 2928 27 21 20 19 141345121 25 24 23 222637 1138 44 39 102 3 9 4 840435414267 1-4-4 50-10-4 3-2-4 49-6-0 2-9-5 34-1-11 5-2-2 46-3-12 5-3-9 5-3-9 6-10-15 31-4-6 5-4-9 10-8-3 6-11-15 41-1-10 13-9-4 24-5-7 0-10-4 18-4-12 0-10-15 10-9-15 0-4-0 43-1-8 1-5-7 24-5-7 1-6-2 42-9-8 1-9-4 1-9-4 0-1-12 18-6-8 0-1-12 36-0-12 0-10-4 36-11-0 3-2-4 49-6-0 3-2-4 46-3-12 3-6-5 5-3-9 4-7-7 9-11-0 4-4-6 41-3-6 4-5-8 23-0-0 4-8-6 35-11-0 6-8-10 17-6-8 6-9-3 31-2-1011-10-122-0-11-0-00-11-142-0-02-9-23-9-08-1-1211-10-120-11-140-11-142-0-02-11-14Scale = 1:92.5 Plate Offsets (X, Y):[1:0-2-0,0-1-12], [4:0-6-4,0-1-4], [8:0-5-12,0-1-0], [15:0-7-5,0-0-5], [21:0-2-8,0-3-0], [22:0-2-12,0-3-4], [26:0-6-4,0-3-4], [27:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.21 24-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.79 Vert(TL)-0.48 24-26 >999 180 M18SHS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horiz(TL)0.26 19 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 297 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6,6-8:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 10-21,12-18,33-21,27-34:2x4 SPF Stud/No.3, 21-19:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 28-2,28-4,26-4,24-5,7-24,24-8,23-8:2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -- 1-8-11 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,15-17. 1 Row at midpt 5-26 10-0-0 oc bracing: 26-27, 21-22 WEBS 1 Row at midpt 2-28, 4-28, 5-24, 7-24, 2-31 REACTIONS (size)15=0-8-0, 19=0-3-8, 32= Mechanical Max Horiz 32=-40 (LC 6) Max Uplift 15=-395 (LC 19), 19=-197 (LC 6), 32=-119 (LC 6) Max Grav 15=165 (LC 26), 19=2804 (LC 19), 32=1932 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-37=-1323/109, 37-38=-1300/120, 38-39=-1259/125, 2-39=-1215/148, 2-3=-2212/226, 3-4=-2113/263, 4-40=-2799/269, 5-40=-2798/269, 5-41=-2788/266, 41-42=-2788/266, 6-42=-2788/266, 6-7=-2788/266, 7-43=-2787/265, 8-43=-2789/265, 8-9=-2583/253, 9-10=-2745/266, 10-44=-2686/161, 11-44=-2719/144, 11-12=-88/2116, 12-45=-109/2149, 13-45=-115/2122, 13-14=-37/986, 14-15=-47/975, 15-16=-25/0, 1-32=-1898/122 BOT CHORD 31-32=0/73, 30-31=0/1528, 29-30=0/1528, 28-29=0/1528, 27-28=0/26, 26-27=0/117, 5-26=-818/131, 25-26=0/2800, 24-25=0/2800, 23-24=0/1992, 22-23=0/2021, 21-22=0/83, 10-22=-472/137, 20-21=-1/23, 19-20=0/295, 18-19=0/39, 12-19=-311/59, 17-18=-159/16, 15-17=-861/60 WEBS 2-30=0/174, 2-28=-299/196, 4-28=-512/22, 26-28=0/1703, 4-26=-39/1855, 5-24=-139/104, 7-24=-845/141, 8-24=-70/1271, 8-23=-18/613, 20-22=0/315, 11-22=-10/1889, 11-20=-151/34, 11-19=-3351/187, 1-31=-8/1374, 9-23=-524/105, 9-22=-68/569, 13-19=-1217/109, 13-17=0/351,2-31=-1136/48, 17-19=-739/47 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 3x4 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)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 32, 395 lb uplift at joint 15 and 197 lb uplift at joint 19. 11)This truss is designed in accordance with the 2012 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. Job Truss Truss Type Qty Ply WF60 S I41691803G12Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:38 Page: 1 ID:7EX4Xn5bpCEn1cKjqHPkNJzXOHz-YVKBsLyzGMLOc7w6q1mf7ba1LLWJzb2RiZyDsYz5PYW Continued on page 2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691803G12Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:38 Page: 2 ID:7EX4Xn5bpCEn1cKjqHPkNJzXOHz-YVKBsLyzGMLOc7w6q1mf7ba1LLWJzb2RiZyDsYz5PYW 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 3.9512 =3x4 =4x6 =4x6 =4x12 =2x4 =3x6 =3x6 =8x8 =4x12 =7x12 =5x6 =4x6 =2x4 =2x4 =3x6 =4x6 =2x4 =4x9 =MT18HS 7x10 =3x6 =3x6 =2x4 =2x4 =5x6 =6x8 =3x4 =6x12 =3x6 =6x8 =3x4 =3x4 =3x6 =3x6 =5x6 =4x9 18 17 15 1632 31 30 2928 27 21 20 19 141345121 25 24 23 223726 1138 44 39 102 3 9 4 840435414267 1-4-4 50-10-4 3-2-4 49-6-0 2-9-5 34-1-11 5-2-2 46-3-12 5-3-9 5-3-9 6-10-15 31-4-6 5-4-9 10-8-3 6-11-15 41-1-10 13-9-4 24-5-7 0-2-4 43-1-8 0-5-3 0-5-3 0-10-4 18-4-12 0-10-4 36-11-0 0-10-15 10-9-15 1-4-1 1-9-4 1-5-7 24-5-7 1-7-14 42-11-4 0-1-12 36-0-12 0-1-12 18-6-8 3-2-4 46-3-12 3-2-4 49-6-0 3-6-5 5-3-9 4-4-6 41-3-6 4-7-7 9-11-0 4-5-8 23-0-0 4-8-6 35-11-0 6-8-10 17-6-8 6-9-3 31-2-1011-10-122-0-11-0-00-11-142-0-02-9-23-9-08-1-1211-10-120-11-140-11-142-0-02-11-14Scale = 1:92.5 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [4:0-4-12,0-1-12], [8:0-6-12,0-1-12], [15:0-7-5,0-0-5], [19:0-2-12,Edge], [21:0-3-0,0-3-0], [22:0-2-12,Edge], [26:0-8-8,0-4-0], [27:0-3-0,0-3-0] 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 0.90 Vert(LL)-0.20 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(TL)-0.40 24-26 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horiz(TL)0.24 19 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 297 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,6-4:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 10-21,12-18,27-33,35-21:2x4 SPF Stud/No.3, 21-19:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 26-4,28-2,28-4,7-24,24-8,23-8,24-5:2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -- 1-8-11 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,15-17. 1 Row at midpt 5-26 10-0-0 oc bracing: 26-27, 21-22 WEBS 1 Row at midpt 4-28, 7-24, 2-31, 5-24 REACTIONS (size)15=0-8-0, 19=0-3-8, 31=1-2-9 Max Horiz 31=-40 (LC 6) Max Uplift 15=-363 (LC 19), 19=-190 (LC 6), 31=-124 (LC 6) Max Grav 15=183 (LC 26), 19=2692 (LC 19), 31=2013 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-37=-63/30, 37-38=-51/49, 38-39=-12/229, 2-39=0/318, 2-3=-1921/208, 3-4=-1822/245, 4-40=-2628/254, 5-40=-2626/254, 5-41=-2632/256, 41-42=-2632/256, 6-42=-2632/256, 6-7=-2632/256, 7-43=-2631/256, 8-43=-2634/256, 8-9=-2469/246, 9-10=-2642/260, 10-44=-2585/154, 11-44=-2617/137, 11-12=-82/2004, 12-45=-102/2036, 13-45=-108/2009, 13-14=-34/927, 14-15=-43/915, 15-16=-25/0, 1-32=-26/6 BOT CHORD 31-32=0/61, 30-31=0/1059, 29-30=0/1059, 28-29=0/1059, 27-28=0/27, 26-27=0/116, 5-26=-839/138, 25-26=0/2630, 24-25=0/2627, 23-24=0/1905, 22-23=0/1936, 21-22=0/83, 10-22=-471/137, 20-21=-1/23, 19-20=0/304, 18-19=0/40, 12-19=-310/59, 17-18=-150/15, 15-17=-808/57 WEBS 2-30=0/156, 26-28=0/1475, 4-26=-38/1922, 11-22=-5/1798, 11-20=-151/34, 11-19=-3207/178, 2-28=0/562, 4-28=-740/0, 7-24=-846/141, 8-24=-64/1161, 8-23=-18/623, 1-31=-226/81, 9-23=-530/105, 9-22=-69/583, 13-17=0/333, 2-31=-2137/110, 5-24=-88/127, 20-22=0/325, 13-19=-1161/106, 17-19=-692/44 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 capable of withstanding 363 lb uplift at joint 15, 124 lb uplift at joint 31 and 190 lb uplift at joint 19. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691804G13Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:39 Page: 1 ID:3grYIES2o6jZr5Q5UbNOVRzXOCK-0huZ4hyb1gTFEHUJNlHugo7Celtii3waxDhnO_z5PYV June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 3.9512 =3x4 =4x6 =4x6 =4x12 =2x4 =3x6 =3x6 =8x8 =4x12 =7x12 =5x6 =4x6 =2x4 =2x4 =3x6 =4x6 =4x9 =2x4 =MT18HS 7x10 =3x6 =3x6 =2x4 =2x4 =5x6 =6x8 =3x4 =6x12 =3x6 =6x8 =3x4 =3x4 =3x6 =3x6 =5x6 =4x9 18 17 15 1632 31 30 2928 27 21 20 19 141345121 25 24 23 223726 1138 44 39 102 3 9 8440435414267 1-4-4 50-10-4 3-2-4 49-6-0 2-9-5 34-1-11 5-2-2 46-3-12 5-3-9 5-3-9 6-10-15 31-4-6 5-4-9 10-8-3 6-11-15 41-1-10 13-9-4 24-5-7 0-2-4 43-1-8 0-1-15 1-11-3 0-10-4 18-4-12 0-10-4 36-11-0 0-10-15 10-9-15 1-5-7 24-5-7 1-7-14 42-11-4 1-9-4 1-9-4 0-1-12 36-0-12 0-1-12 18-6-8 3-2-4 46-3-12 3-2-4 49-6-0 3-4-7 5-3-9 4-4-6 41-3-6 4-7-7 9-11-0 4-5-8 23-0-0 4-8-6 35-11-0 6-8-10 17-6-8 6-9-3 31-2-1011-10-122-0-11-0-00-11-142-0-02-9-23-9-08-1-1211-10-120-11-140-11-142-0-02-11-14Scale = 1:92.5 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [4:0-4-12,0-1-12], [8:0-6-12,0-1-12], [15:0-7-5,0-0-5], [19:0-2-12,Edge], [21:0-3-0,0-3-0], [22:0-2-12,Edge], [26:0-8-8,0-4-0], [27:0-3-0,0-3-0] 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 0.90 Vert(LL)-0.20 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(TL)-0.40 24-26 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horiz(TL)0.24 19 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 297 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,6-4:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 10-21,12-18,27-33,35-21:2x4 SPF Stud/No.3, 21-19:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 26-4,28-2,28-4,5-24,7-24,24-8,23-8:2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -- 1-8-11 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,15-17. 1 Row at midpt 5-26 10-0-0 oc bracing: 26-27, 21-22 WEBS 1 Row at midpt 4-28, 5-24, 7-24, 2-31 REACTIONS (size)15=0-8-0, 19=0-3-8, 31=1-1-7 Max Horiz 31=-40 (LC 6) Max Uplift 15=-363 (LC 19), 19=-189 (LC 6), 31=-168 (LC 6) Max Grav 15=183 (LC 26), 19=2692 (LC 19), 31=2013 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-37=-65/17, 37-38=-52/49, 38-39=-15/229, 2-39=0/318, 2-3=-1921/204, 3-4=-1823/242, 4-40=-2628/252, 5-40=-2626/252, 5-41=-2632/254, 41-42=-2632/254, 6-42=-2632/254, 6-7=-2632/254, 7-43=-2631/254, 8-43=-2634/254, 8-9=-2469/244, 9-10=-2642/259, 10-44=-2585/153, 11-44=-2617/136, 11-12=-81/2004, 12-45=-102/2036, 13-45=-108/2009, 13-14=-33/927, 14-15=-43/915, 15-16=-25/0, 1-32=-27/0 BOT CHORD 31-32=0/61, 30-31=0/1059, 29-30=0/1059, 28-29=0/1059, 27-28=0/27, 26-27=0/116, 5-26=-839/139, 25-26=0/2630, 24-25=0/2627, 23-24=0/1905, 22-23=0/1936, 21-22=0/83, 10-22=-471/137, 20-21=-1/23, 19-20=0/304, 18-19=0/40, 12-19=-310/59, 17-18=-150/15, 15-17=-808/57 WEBS 26-28=0/1475, 4-26=-38/1922, 20-22=0/325, 11-22=-4/1798, 11-20=-151/34, 11-19=-3207/177, 2-30=0/156, 2-28=0/562, 4-28=-740/0, 5-24=-88/127, 7-24=-846/141, 8-24=-63/1161, 8-23=-18/623, 1-31=-224/97, 9-23=-530/105, 9-22=-69/583, 13-17=0/333, 2-31=-2137/119, 13-19=-1161/105, 17-19=-692/44 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 capable of withstanding 363 lb uplift at joint 15, 168 lb uplift at joint 31 and 189 lb uplift at joint 19. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691805G14Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:39 Page: 1 ID:F8eqS2dGBcpxMrmY6m6vOhzXOAq-VtRxH1zDozb6rR3VxSo7D0fNO9DxRWAjAtRKxRz5PYU June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 3.9512 =4x7 =3x7 =3x4 =3x4 =6x8 =3x5 =3x6 =M18SHS 6x10 =3x4 =3x6 =5x8 =3x6 =3x8 =4x6 =3x8 =M18SHS 5x8 =4x8 =5x5 =5x8 =6x12 =4x4 =5x8 =4x5 =3x4 =5x5 =5x5 =3x9 16 14 153029 28 19 18 17 135012127 26 25 24 2322 21 42 20 1143 492 44 10 34 5 945486464778 1-4-4 50-10-4 3-6-3 10-8-3 6-9-9 24-5-1 6-11-5 17-7-8 6-11-5 31-4-6 7-2-0 7-2-0 8-4-6 49-6-0 9-9-4 41-1-10 0-2-4 43-1-8 0-4-12 8-1-14 0-6-15 25-0-0 0-9-4 18-4-12 1-7-14 42-11-4 0-5-6 16-0-2 0-1-12 36-0-12 0-1-12 18-6-8 0-3-0 3-10-12 0-10-4 36-11-0 1-2-3 12-0-2 1-7-6 17-7-8 2-8-1 10-9-15 3-10-6 7-9-2 3-6-10 15-6-12 3-7-12 3-7-12 4-4-6 41-3-6 4-8-6 35-11-0 6-2-10 31-2-10 5-10-9 24-5-1 6-4-8 49-6-011-10-122-0-11-0-00-11-142-0-02-9-23-9-08-1-1211-10-120-11-140-11-142-0-02-11-14Scale = 1:92.5 Plate Offsets (X, Y):[5:0-5-12,0-1-0], [9:0-5-4,0-2-4], [14:0-7-5,0-0-5], [17:0-5-0,Edge], [19:0-2-8,0-3-0], [20:0-2-4,0-2-0], [27:0-2-4,0-3-0] 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 0.92 Vert(LL)-0.24 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.93 Vert(TL)-0.51 23-24 >999 180 M18SHS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horiz(TL)0.41 17 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 295 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x4 SP 2400F2.0E, 7-9:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 29-2,10-19,31-19:2x4 SPF Stud/No.3, 19-17:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 26-5,24-5,6-24,24-8,8-23,21-8,21-9,1-27:2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -- 3-3-15 BRACING TOP CHORD Structural wood sheathing directly applied, 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, Except: 2-2-0 oc bracing: 16-17 6-0-0 oc bracing: 14-16. 10-0-0 oc bracing: 27-29, 19-20 WEBS 1 Row at midpt 6-24, 8-24, 8-21, 10-21 REACTIONS (size)14=0-8-0, 17=0-3-8, 30=1-2-5 Max Horiz 30=-40 (LC 6) Max Uplift 14=-85 (LC 6), 17=-162 (LC 6), 30=-119 (LC 6) Max Grav 14=382 (LC 26), 17=2429 (LC 19), 30=1984 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-42=-3205/119, 42-43=-3173/127, 2-43=-3164/141, 2-44=-3225/227, 3-44=-3197/246, 3-4=-2760/229, 4-5=-2695/254, 5-45=-2905/274, 6-45=-2904/275, 6-46=-2904/275, 46-47=-2904/275, 7-47=-2904/275, 7-8=-2904/275, 8-48=-2179/239, 9-48=-2181/239, 9-10=-2858/250, 10-49=-3400/219, 11-49=-3433/199, 11-12=0/787, 12-50=0/620, 13-50=0/588, 13-14=-2/596, 14-15=-25/0, 1-30=-1958/103 BOT CHORD 29-30=-5/27, 28-29=0/0, 27-29=0/82, 2-27=-432/128, 26-27=0/2216, 25-26=0/2111, 24-25=0/2111, 23-24=0/2922, 22-23=0/2922, 21-22=0/2922, 20-21=-22/2636, 19-20=0/88, 10-20=0/568, 18-19=-5/46, 17-18=-23/1016, 16-17=0/117, 12-17=-553/116, 14-16=-528/28 WEBS 5-26=-7/679, 5-24=-78/1261, 6-24=-828/137, 8-24=-138/111, 8-23=0/272, 8-21=-1198/61, 9-21=-43/1332, 10-21=-1052/140, 18-20=-24/1127, 11-20=0/1626, 11-18=-580/63, 11-17=-2628/108, 1-27=-37/2411, 27-30=-4/71, 3-26=-621/116, 3-27=-34/809 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 capable of withstanding 162 lb uplift at joint 17, 85 lb uplift at joint 14 and 119 lb uplift at joint 30. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691806G15Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:40 Page: 1 ID:goOoLzOfoSQHerjwIrzxZzzXNrA-z4?KVN_rZHjyTbehVAKMlDCYxZWuA?xtOXAuTtz5PYT PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 2.1212 1012 3.9512 1512=3x4 =6x6 =MT18HS 6x12 =5x6 =3x6 =3x6 =MT18HS 5x10 =3x8 =MT18HS 3x8 =3x8 =3x6 =4x6 =5x9 =MT18HS 7x10 =3x6 =4x9 =5x6 =5x9 =6x12 =3x6 =5x9 =4x6 =3x4 =5x6 =5x6 =4x9 15 131428 18 17 16 124911 26 25 24 23 22 21 2027 19 10 1 2 48 43 9 3 8444475454667 7-11-4 1-4-4 50-10-4 3-11-1 6-9-2 2-10-1 2-10-1 3-11-1 10-8-2 6-9-9 24-5-0 6-11-5 31-4-5 6-11-5 17-7-7 8-4-6 49-6-0 9-9-4 41-1-10 0-0-2 0-3-10 0-3-8 0-3-8 0-4-12 10-1-14 0-10-4 36-11-0 0-4-0 43-1-8 1-3-14 1-7-8 1-5-1 24-5-0 1-6-2 42-9-8 0-3-3 1-10-11 0-4-8 18-4-10 1-9-12 17-7-7 0-1-9 2-0-4 0-1-12 36-0-12 0-1-12 18-6-6 0-4-11 18-0-2 0-8-0 10-9-14 1-9-9 15-9-11 3-2-4 14-0-2 3-0-0 9-9-2 4-4-6 41-3-6 4-5-10 23-0-0 4-8-6 35-11-0 4-8-14 6-9-2 6-4-8 49-6-0 6-9-9 31-2-911-10-123-10-71-0-00-11-142-0-02-9-23-9-01-7-55-4-56-6-711-10-120-11-140-11-142-0-02-11-14Scale = 1:109 Plate Offsets (X, Y):[4:0-7-4,0-2-4], [8:0-6-12,0-1-12], [13:0-7-5,0-0-5], [16:0-5-0,Edge], [18:0-3-0,0-3-0], [19:0-3-4,0-2-4], [27:0-3-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.24 21-23 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.91 Vert(TL)-0.50 21-23 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horiz(TL)0.43 16 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 293 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6:2x4 SPF-S1650F 1.6E, 6-8:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 9-18,29-18,31-32:2x4 SPF Stud/No.3, 18-16:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 25-4,25-5,5-23,21-5,7-21,21-8,20-8,1-27:2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -- 3-3-15 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-16 6-0-0 oc bracing: 13-15. 10-0-0 oc bracing: 18-19 WEBS 1 Row at midpt 5-25, 5-21, 7-21, 9-20 REACTIONS (size)13=0-8-0, 16=0-3-8, 28= Mechanical Max Horiz 28=-44 (LC 6) Max Uplift 13=-85 (LC 6), 16=-162 (LC 6), 28=-137 (LC 6) Max Grav 13=382 (LC 30), 16=2424 (LC 21), 28=1970 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1829/61, 2-43=-2948/182, 3-43=-2916/200, 3-4=-2756/256, 4-44=-2123/231, 5-44=-2122/231, 5-45=-2923/278, 45-46=-2923/278, 6-46=-2923/278, 6-7=-2923/278, 7-47=-2922/278, 8-47=-2924/278, 8-9=-2860/251, 9-48=-3406/221, 10-48=-3439/201, 10-11=0/775, 11-49=0/611, 12-49=0/579, 12-13=0/587, 13-14=-25/0, 1-28=-1948/42 BOT CHORD 27-28=-58/145, 26-27=0/2513, 25-26=0/2246, 24-25=0/2904, 23-24=0/2904, 22-23=0/2904, 21-22=0/2904, 20-21=0/2163, 19-20=-24/2643, 18-19=0/88, 9-19=0/569, 17-18=-5/46, 16-17=-25/1015, 15-16=0/117, 11-16=-553/116, 13-15=-520/26 WEBS 4-25=-67/1297, 5-25=-1262/72, 5-23=0/280, 5-21=-102/140, 7-21=-832/132, 8-21=-61/1209, 8-20=0/657, 9-20=-1051/140, 17-19=-27/1125, 10-19=0/1623, 10-17=-578/63, 10-16=-2623/108, 3-25=-632/96, 3-26=0/268, 2-26=-415/38, 2-27=-1681/162, 1-27=-7/2403 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 28, 162 lb uplift at joint 16 and 85 lb uplift at joint 13. 11)This truss is designed in accordance with the 2012 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 WF60 S I41691807G16Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:41 Page: 1 ID:aR9X3pBz_vcy0Cx5Xv8HM9zXNEi-RGZiij?UKbrp5lDt3trbIRlkIzsKvSB0dBwR?Jz5PYS PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 3.9512 =6x8 =2x8 =3x6 =8x8 =MT18HS 7x10 =3x6 =5x9 =3x8 =4x6 =3x4 =6x10 =3x6 =4x12 =MT18HS 8x14 =3x6 =3x6 =6x12 =4x9 =3x6 =3x4 =5x6 =5x6 =4x9 14 12 1320 19 18 17 16 15 114810 24 23 22 21 26 1 25 940 47 41 4628 3 742454434456 1-4-4 50-10-6 4-10-10 41-1-11 6-6-7 17-2-11 4-10-10 36-3-1 4-11-5 10-8-4 5-8-15 5-8-15 8-4-6 49-6-2 14-1-12 31-4-7 0-0-2 0-0-2 0-2-4 43-1-10 0-11-14 10-10-0 1-2-1 18-4-12 1-7-14 42-11-6 0-1-12 36-0-8 0-1-12 18-6-8 0-1-12 12-1-4 2-0-1 31-2-11 0-6-7 31-9-2 1-5-8 29-2-10 0-2-9 36-3-1 1-3-3 17-2-11 1-1-8 11-11-8 4-0-0 27-9-2 4-1-2 9-10-2 3-10-4 15-11-8 4-1-10 35-10-12 5-0-6 41-3-7 5-2-10 23-9-2 5-8-14 5-8-15 6-4-8 49-6-212-10-140-9-41-0-00-11-142-0-00-9-24-9-28-1-1212-10-141-0-21-0-20-11-142-0-02-0-04-0-0Scale = 1:95.7 Plate Offsets (X, Y):[1:0-6-2,Edge], [3:0-6-12,0-1-12], [7:0-10-12,0-1-12], [12:0-7-5,0-0-5], [15:0-7-0,0-2-0], [20:0-1-8,0-1-0], [21:0-7-8,0-3-0], [39:0-2-0,0-1-8] 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 0.92 Vert(LL)-0.21 21-22 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)-0.46 21-22 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horiz(TL)0.16 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 326 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF-S1650F 1.6E, 5-7:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 26-24:2x10 SP 2250F 1.9E, 10-14,27-28:2x4 SPF Stud/No.3, 24-21,19-15:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 23-3,22-3,4-22,22-6,18-21,21-7,18-7,8-18:2x 4 SPF No.2 SLIDER Right 2x8 SP No.2 -- 3-3-15 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. 1 Row at midpt 6-21 WEBS 1 Row at midpt 4-22, 6-22, 7-18, 8-18 JOINTS 1 Brace at Jt(s): 18 REACTIONS (size)12=0-8-0, 15=0-3-8, 26= Mechanical Max Horiz 26=-95 (LC 6) Max Uplift 12=-88 (LC 6), 15=-163 (LC 6), 26=-100 (LC 6) Max Grav 12=453 (LC 26), 15=2274 (LC 19), 26=1979 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-40=-3291/191, 40-41=-3257/201, 2-41=-3222/223, 2-3=-2823/267, 3-42=-2927/283, 4-42=-2925/283, 4-43=-2926/284, 43-44=-2926/284, 5-44=-2926/284, 5-6=-2926/284, 6-45=-3020/294, 7-45=-3022/294, 7-8=-2406/288, 8-46=-2320/224, 46-47=-2365/202, 9-47=-2400/202, 9-10=0/346, 10-48=0/300, 11-48=0/268, 11-12=-123/273, 12-13=-25/0 BOT CHORD 1-26=-37/95, 1-25=-4/2452, 24-25=-2/2455, 23-24=-4/2452, 22-23=0/2139, 21-22=0/3019, 20-21=0/133, 6-21=-753/132, 19-20=0/32, 18-19=0/32, 17-18=-5/1820, 16-17=-42/1356, 15-16=-38/1356, 14-15=0/120, 10-15=-534/108, 12-14=-238/22 WEBS 2-25=0/490, 2-23=-845/124, 3-23=-16/601, 3-22=-64/1300, 4-22=-780/127, 6-22=-190/62, 18-21=0/1850, 7-21=-51/1840, 7-18=-352/177, 9-16=-8/119, 9-15=-2526/118, 8-18=-502/129, 8-17=-149/73, 9-17=0/554 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 26, 88 lb uplift at joint 12 and 163 lb uplift at joint 15. 11)This truss is designed in accordance with the 2012 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 WF60 S I41691808G17Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:42 Page: 1 ID:HOqkqRRGW8Km7MBueIqvBmzXN1T-vS74w2065uzgiuo4caMqqeHtNME9euXAsrf_Ymz5PYR PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 3.9512 =6x8 =3x10 =3x6 =8x8 =6x8 =3x6 =5x6 =3x6 =6x8 =3x4 =3x4 =3x8 =3x8 =6x10 =3x6 =8x8 =3x6 =3x6 =3x6 =6x12 =4x9 =3x6 =3x4 =5x6 =5x6 =4x933 28 14 13 21 20 19 18 17 16 15 125311 25 24 23 2227 1 26 1045 52 5146 2 9 3 8475045484967 3-11-15 14-8-3 4-10-10 41-1-11 6-4-3 31-4-7 4-10-10 36-3-1 4-11-5 10-8-4 5-8-15 5-8-15 8-4-6 49-6-2 10-4-1 25-0-4 0-0-2 0-0-2 0-7-9 14-8-3 0-2-4 43-1-10 1-0-2 6-9-2 1-7-14 42-11-6 1-9-8 28-5-8 0-1-10 18-8-2 0-1-12 14-0-10 0-1-12 36-0-8 0-3-8 18-11-10 0-6-11 31-2-11 1-2-12 35-10-12 0-9-2 29-2-10 1-5-6 30-8-0 0-2-9 36-3-1 0-5-14 18-6-8 1-7-12 26-8-0 2-4-4 25-0-4 3-0-14 13-10-14 3-4-7 18-0-10 3-5-5 34-8-0 3-8-6 22-8-0 4-0-14 10-10-0 5-0-6 41-3-7 5-8-14 5-8-15 6-4-8 49-6-212-10-140-9-41-0-00-11-142-0-00-9-24-9-28-1-1212-10-141-0-21-0-20-11-142-0-02-0-04-0-0Scale = 1:93.6 Plate Offsets (X, Y):[1:0-6-2,Edge], [3:0-6-0,0-1-12], [7:0-3-8,0-1-8], [8:0-4-12,0-1-12], [13:0-7-5,0-0-5], [15:0-7-0,0-2-0], [21:0-2-8,0-1-0], [22:0-2-4,0-2-0] 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 0.75 Vert(LL)-0.24 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.83 Vert(TL)-0.44 20-21 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horiz(TL)0.17 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 339 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 27-25:2x10 SP 2250F 1.9E, 11-14,29-21:2x4 SPF Stud/No.3, 19-15:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 24-3,20-22,22-7,7-20,20-8,18-8,9-18,4-22,23- 4,23-3:2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -- 3-3-15 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except 2-0-0 oc purlins (2-8-13 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 5-22 10-0-0 oc bracing: 21-22 WEBS 1 Row at midpt 7-20, 9-18, 4-23 JOINTS 1 Brace at Jt(s): 20, 18, 22 REACTIONS (size)13=0-8-0, 15=0-3-8, 27= Mechanical Max Horiz 27=-109 (LC 6) Max Uplift 13=-31 (LC 6), 15=-163 (LC 6), 27=-100 (LC 6) Max Grav 13=305 (LC 25), 15=2283 (LC 18), 27=1979 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-45=-3202/187, 45-46=-3171/196, 2-46=-3121/217, 2-3=-2819/270, 3-47=-2676/271, 4-47=-2674/271, 4-5=-2966/289, 5-48=-2965/291, 48-49=-2965/291, 6-49=-2965/291, 6-7=-2965/291, 7-50=-2393/296, 8-50=-2395/296, 8-9=-2401/294, 9-51=-2334/227, 51-52=-2364/206, 10-52=-2398/205, 10-11=0/354, 11-53=0/308, 12-53=0/276, 12-13=-94/279 BOT CHORD 1-27=-35/109, 1-26=0/2388, 25-26=0/2339, 24-25=0/2388, 23-24=0/2127, 22-23=0/2675, 21-28=0/0, 21-22=0/111, 5-22=-565/98, 20-21=0/54, 19-20=0/1810, 18-19=0/1810, 17-18=0/1820, 16-17=-38/1346, 15-16=-35/1345, 14-15=0/121, 11-15=-556/115, 13-14=-243/19 WEBS 2-26=0/408, 2-24=-777/118, 3-24=-31/576, 20-22=0/2458, 7-22=0/978, 7-20=-1599/120, 8-20=-62/1136, 8-18=-35/513, 10-16=-14/108, 10-15=-2523/112, 9-18=-511/128, 9-17=-144/93, 10-17=0/566, 4-22=-41/673, 4-23=-1072/106, 3-23=-61/1300 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 31 lb uplift at joint 13, 100 lb uplift at joint 27 and 163 lb uplift at joint 15. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691809G18Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:43 Page: 1 ID:HdEtjhQmxEhX0RX08lD_l9zXMvk-NfhS7O0ksC6XK2NGAIt3Nsq5nmZ5NKuJ5VPY4Cz5PYQ June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =5x9 =3x10 =3x6 =8x8 =5x9 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =6x10 =2x4 =2x4 =2x8 =3x6 =3x10 =5x9 =3x6 =6x8 =3x4 =3x6 =3x6 =3x6 =4x6 =3x418171615141312 112221201924 1 23 1029 834567 3-11-15 14-8-1 6-4-3 31-4-5 4-11-5 10-8-2 5-8-14 5-8-14 5-8-9 37-0-15 6-0-1 43-1-0 10-4-1 25-0-3 0-4-12 14-1-6 1-0-2 6-9-0 2-0-9 31-2-9 0-6-11 14-8-1 0-5-2 18-6-8 2-10-12 13-8-10 3-5-5 18-1-6 0-1-8 18-8-0 4-0-14 10-9-14 4-1-13 29-2-0 5-8-14 5-8-14 5-10-5 37-0-15 6-0-1 43-1-0 6-4-3 25-0-312-10-140-9-43-1-104-0-00-9-44-9-48-1-1012-10-142-0-02-0-02-0-04-0-0Scale = 1:102.6 Plate Offsets (X, Y):[3:0-7-4,0-2-0], [7:0-3-8,0-1-8], [8:0-6-4,0-2-0], [12:Edge,0-1-8], [19:0-3-4,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.15 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.89 Vert(TL)-0.37 16-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.99 Horiz(TL)0.16 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 292 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 24-22:2x10 SP No.2, 25-26:2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 2-23,21-2,12-11,13-11,27-28,29-30:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-7 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. Except: 1 Row at midpt 5-19 10-0-0 oc bracing: 17-19 WEBS 1 Row at midpt 7-16, 4-20 JOINTS 1 Brace at Jt(s): 19 REACTIONS (size)12= Mechanical, 24= Mechanical Max Horiz 24=-107 (LC 4) Max Uplift 12=-125 (LC 4), 24=-96 (LC 4) Max Grav 12=1777 (LC 7), 24=1754 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2714/210, 2-3=-2248/262, 3-4=-2009/264, 4-5=-2185/280, 5-6=-2184/281, 6-7=-2184/281, 7-8=-1559/297, 8-9=-1635/294, 9-10=-1738/254, 10-11=-1647/188, 11-12=-1723/156 BOT CHORD 1-24=-93/107, 1-23=0/1963, 22-23=0/1927, 21-22=0/1963, 20-21=0/1607, 19-20=0/1935, 17-19=0/121, 5-19=-307/99, 17-18=0/0, 16-17=0/22, 15-16=0/1166, 14-15=0/1166, 13-14=0/1147, 12-13=0/35 WEBS 2-23=0/415, 2-21=-580/119, 3-21=-31/438, 16-19=0/1698, 7-19=0/1151, 7-16=-1343/105, 8-16=-59/621, 8-14=-27/217, 10-14=-125/120, 10-13=-434/87, 11-13=-24/1243, 4-19=-37/424, 4-20=-604/102, 3-20=-56/780 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 96 lb uplift at joint 24 and 125 lb uplift at joint 12. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691810G19Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:44 Page: 1 ID:KlD5VnFDBW37X9lq5mb57ZzXMW8-rrFqKk1MdWEOyCySk?OIw3NKZAuN6ltTJ985cez5PYP June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =5x9 =3x10 =3x6 =8x8 =5x9 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 =2x4 =8x8 =2x4 =5x6 =6x10 =2x4 =2x4 =3x6 =3x10 =5x9 =3x6 =6x8 =3x4 =3x6 =3x6 =3x6 =4x6 =3x41716151413 12 112120191823 1 22 1029 834567 3-11-15 14-8-1 6-4-3 31-4-5 4-11-5 10-8-2 5-8-14 5-8-14 5-8-9 37-0-15 6-0-1 43-1-0 10-4-1 25-0-3 0-4-12 12-1-8 1-0-1 14-8-1 1-0-2 6-9-0 0-1-12 17-1-12 2-0-9 31-2-9 1-6-8 13-8-0 0-10-14 11-8-12 1-6-4 18-8-0 4-0-14 10-9-14 4-1-13 29-2-0 2-3-15 17-0-0 5-8-14 5-8-14 5-10-5 37-0-15 6-0-1 43-1-0 6-4-3 25-0-312-10-140-9-43-1-104-0-00-9-44-9-48-1-1012-10-142-0-02-0-02-0-04-0-0Scale = 1:98.4 Plate Offsets (X, Y):[3:0-7-4,0-2-0], [7:0-3-8,0-1-8], [8:0-6-4,0-2-0], [12:Edge,0-1-8], [17:0-3-0,0-3-0], [18:0-3-4,0-2-4], [29:0-1-12,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.15 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.89 Vert(TL)-0.38 16-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horiz(TL)0.16 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 300 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 23-21:2x10 SP No.2, 24-25:2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 *Except* 20-2,12-11,13-11,26-27,28-29,2-22,30-29,31- 32:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 9-9-3 oc bracing. Except: 1 Row at midpt 5-18 10-0-0 oc bracing: 17-18 WEBS 1 Row at midpt 7-16, 4-19 JOINTS 1 Brace at Jt(s): 18, 19 REACTIONS (size)12= Mechanical, 23= Mechanical Max Horiz 23=-107 (LC 4) Max Uplift 12=-127 (LC 4), 23=-98 (LC 4) Max Grav 12=1775 (LC 7), 23=1751 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2709/213, 2-3=-2243/265, 3-4=-2003/267, 4-5=-2178/284, 5-6=-2178/285, 6-7=-2178/285, 7-8=-1556/299, 8-9=-1632/296, 9-10=-1735/256, 10-11=-1645/189, 11-12=-1720/157 BOT CHORD 1-23=-93/107, 1-22=0/1959, 21-22=0/1923, 20-21=0/1959, 19-20=0/1603, 18-19=0/1930, 17-18=0/107, 5-18=-307/99, 16-17=0/16, 15-16=0/1164, 14-15=0/1164, 13-14=0/1145, 12-13=0/35 WEBS 2-20=-580/119, 3-20=-31/438, 16-18=0/1699, 7-18=0/1146, 7-16=-1339/108, 8-16=-61/619, 8-14=-27/217, 10-14=-126/119, 10-13=-433/88, 11-13=-25/1241, 4-18=-39/421, 4-19=-602/104, 3-19=-58/777, 2-22=0/414 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 23 and 127 lb uplift at joint 12. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691811G20Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:44 Page: 1 ID:KlD5VnFDBW37X9lq5mb57ZzXMW8-rrFqKk1MdWEOyCySk?OIw3NKaAuP6lwTJ985cez5PYP June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =MT18HS 4x8 =8x8 =8x8 =6x6 =6x10 =2x4 =2x4 =6x12 =8x8 =10x10 =5x9 =3x6 =4x6 =4x6 =4x12 =4x6 =6x8 =3x6 =4x9 =8x8 =3x6 =3x6 =3x8 =4x6 =MT18HS 3x820 19 18 17 16 15 14 2423 22 21 1327 26 25 32 31 12 11 4123 5 6 2829 7 8 930 10 0-5-7 13-1-0 4-11-14 4-11-14 5-4-2 26-0-3 5-4-2 31-4-5 7-7-1 20-8-0 7-7-10 12-7-8 5-8-9 37-0-15 6-0-1 43-1-0 0-1-8 15-3-14 0-3-0 9-11-12 2-0-9 31-2-9 2-6-0 12-5-12 2-8-10 15-2-6 4-11-14 4-11-14 4-8-14 9-8-12 5-10-5 37-0-15 5-11-11 29-2-0 6-0-1 43-1-0 7-10-7 23-2-512-10-148-4-33-1-102-0-02-0-00-2-28-4-312-4-30-2-212-6-50-4-912-10-142-0-02-0-02-0-04-0-0Scale = 1:97.5 Plate Offsets (X, Y): [1:Edge,0-3-8], [4:0-5-4,Edge], [5:0-7-8,0-5-0], [10:Edge,0-3-8], [13:0-3-0,0-1-8], [15:0-3-8,0-1-8], [18:0-5-3,0-2-0], [19:0-3-0,Edge], [21:0-3-0,0-3-4], [25:0-3-0,0-3-4], [26:0-3-8,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 0.72 Vert(LL)-0.21 20 >999 240 MT18HS 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL)-0.41 18-19 >999 180 MT20 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.99 Horiz(TL)0.16 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 359 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-9,9-10:2x8 SPNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 27-1:2x4 SPF-S 1650F 1.6E, 14-13,15-13:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or3-4-2 oc purlins, except end verticals, and2-0-0 oc purlins (3-2-8 max.): 1-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 3-25, 6-21 10-0-0 oc bracing: 23-25, 19-21 WEBS 1 Row at midpt 1-27, 12-16, 2-26, 7-18, 8-16, 4-22, 5-22 REACTIONS (size)14= Mechanical, 27= Mechanical Max Horiz 27=-139 (LC 6) Max Uplift 14=-123 (LC 6), 27=-138 (LC 6) Max Grav 14=2064 (LC 19), 27=2766 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-2723/175, 1-2=-1506/170, 2-3=-2602/226, 3-4=-2595/226, 4-5=-2027/268, 5-6=-2520/276, 6-28=-2519/276, 28-29=-2519/276, 7-29=-2519/276, 7-8=-2227/286, 8-9=-1657/265, 9-30=-1659/265, 10-30=-1657/266, 10-11=-2127/288, 11-12=-2193/249, 12-31=-1868/186, 31-32=-1891/161, 13-32=-1946/152, 13-14=-2008/154 BOT CHORD 26-27=-189/234, 25-26=0/1506, 23-25=0/45, 3-25=-480/87, 23-24=0/0, 22-23=-6/45, 21-22=0/2404, 19-21=0/154, 6-21=-81/113, 19-20=0/0, 18-19=0/92, 17-18=0/2124, 16-17=0/2124, 15-16=0/1453, 14-15=0/51 WEBS 4-25=0/809, 5-21=-26/523, 18-21=0/2403, 10-16=-82/1019, 12-16=-253/320, 12-15=-598/82, 13-15=-22/1593, 2-25=-104/2039, 2-26=-2368/175, 1-26=-143/2903, 7-18=-905/65, 7-21=-6/272, 8-18=0/459, 8-16=-1226/75, 4-22=-1312/12, 22-25=0/3028, 5-22=-539/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 27 and 123 lb uplift at joint 14. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691812G21Piggyback Base 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:45 Page: 1 ID:coZRO?2psTUybj0e2KW7WmzXMBl-rrFqKk1MdWEOyCySk?OIw3NG1Axo6lmTJ985cez5PYP June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =MT18HS 3x8 =8x8 =8x8 =5x6 =7x12 =2x4 =2x4 =MT18HS 5x10 =6x12 =5x6 =6x8 =2x4 =3x4 =4x9 =3x8 =4x6 =3x6 =3x4 =3x4 =4x6 =5x6 =4x9 =3x6 =3x6 =3x8 =4x6 =MT18HS 3x8222120191817161514 26 25 24 23 1335292827 34 3312 11 1 30 2 3 4 5 6 31 7 8 9 32 10 1-9-1 11-11-13 3-11-14 3-11-14 6-2-14 10-2-11 6-4-9 26-0-15 6-4-9 32-5-8 5-2-0 37-7-8 7-8-10 19-8-7 5-5-8 43-1-0 0-1-8 13-3-14 0-3-0 7-11-12 1-4-5 13-2-6 2-11-9 26-0-15 3-1-1 29-2-0 3-4-15 23-1-6 3-5-4 32-7-4 3-11-14 3-11-14 3-10-5 11-10-1 3-8-14 7-8-12 5-0-4 37-7-8 5-5-8 43-1-0 6-4-9 19-8-711-11-146-4-33-1-102-0-02-0-00-2-20-2-26-4-310-4-30-2-210-6-51-3-711-9-120-2-211-11-142-0-02-0-02-0-04-0-0Scale = 1:99.1 Plate Offsets (X, Y): [1:Edge,0-3-8], [2:0-3-0,0-1-12], [4:0-5-0,0-1-14], [5:0-3-0,0-2-1], [10:0-3-0,0-2-1], [13:0-3-0,0-1-8], [15:0-3-8,0-1-8], [20:0-3-8,0-2-0], [23:0-2-4,Edge], [27:0-4-4,Edge], [28:0-3-8,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 0.95 Vert(LL)-0.24 6 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL)-0.42 20-21 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.15 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 311 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 29-1,27-4,14-13,15-13,2-27,28-2:2x4 SPF Stud/No.3, 9-16:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or3-1-14 oc purlins, except end verticals, and2-0-0 oc purlins (2-2-0 max.): 1-4, 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-23 10-0-0 oc bracing: 25-27, 21-23 WEBS 1 Row at midpt 1-29, 4-24, 12-16, 2-28, 9-16, 7-20, 7-18 REACTIONS (size)14= Mechanical, 29= Mechanical Max Horiz 29=-129 (LC 6) Max Uplift 14=-126 (LC 6), 29=-134 (LC 6) Max Grav 14=2106 (LC 19), 29=2708 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-29=-2672/163, 1-30=-1587/150, 2-30=-1587/150, 2-3=-2859/214, 3-4=-2850/214, 4-5=-3112/320, 5-6=-2566/273, 6-31=-2570/274, 7-31=-2570/274, 7-8=-2336/289, 8-9=-2336/289, 9-32=-1662/255, 10-32=-1658/256, 10-11=-2108/283, 11-12=-2203/248, 12-33=-1827/183, 33-34=-1865/162, 34-35=-1913/160, 13-35=-1920/142, 13-14=-2054/155 BOT CHORD 28-29=-164/200, 27-28=0/1587, 25-27=0/83, 3-27=-414/70, 25-26=0/0, 24-25=-2/64, 23-24=0/2382, 21-23=0/128, 6-23=-528/90, 21-22=0/0, 20-21=0/70, 19-20=0/2473, 18-19=0/2473, 17-18=0/2336, 16-17=0/2336, 15-16=0/1433, 14-15=-3/46 WEBS 24-27=0/3144, 4-27=-36/337, 4-24=-2243/134, 5-24=-106/739, 5-23=-83/1197, 10-16=-79/970, 12-16=-162/420, 12-15=-675/79, 13-15=-30/1606, 2-27=-113/2257, 2-28=-2381/165, 1-28=-145/2942,7-23=0/234, 9-16=-1376/71, 7-20=-645/77,20-23=0/2524, 7-18=-284/17, 9-18=0/377 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 29 and 126 lb uplift at joint 14. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691813G22Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:45 Page: 1 ID:XvFnJNOxsHFoi76hDITsizzXM7R-J1pDY42_NpMFZMXfIjvXSHvO7aH?rCzcYpuf84z5PYO June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =MT18HS 4x8 =6x8 =6x12 =2x4 =2x4 =MT18HS 5x10 =5x9 =6x6 =6x10 =2x4 =4x6 =3x4 =6x12 =3x6 =3x4 =4x6 =3x4 =3x4 =4x6 =5x6 =4x9 =3x8 =MT18HS 4x8=2x8 21 20 19 18 17 16 15 14 25 24 23 22 13272632 12 1 2 3 4 6 28 7 29 8 9 30 10 31 115 1-9-1 9-7-14 3-0-4 3-0-4 4-10-9 7-10-13 4-1-13 38-11-3 5-10-3 28-11-3 5-10-3 23-1-0 5-10-3 34-9-7 4-1-13 43-1-0 7-6-15 17-2-13 1-9-11 26-11-13 0-1-8 11-4-10 0-3-0 6-0-8 2-2-3 29-2-0 1-9-0 11-3-2 3-5-10 9-6-2 5-9-3 34-11-3 5-11-14 25-2-2 5-9-8 5-9-8 7-9-10 19-2-3 8-1-13 43-1-010-0-104-4-153-1-102-0-02-0-00-2-20-2-24-4-158-4-150-2-28-7-11-3-79-10-80-2-210-0-102-0-02-0-02-0-04-0-0Scale = 1:84.6 Plate Offsets (X, Y):[4:0-5-0,0-1-14], [5:0-3-4,0-2-4], [11:0-3-0,0-2-1], [20:0-3-0,Edge], [22:0-3-0,0-3-0], [23:0-3-14,0-2-0], [26:0-5-0,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.24 17-19 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.79 Vert(TL)-0.48 19-20 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.93 Horiz(TL)0.17 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 274 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-24:2x4 SPF Stud/ No.3 WEBS 2x4 SPF No.2 *Except* 27-1,26-4,23-4,14-13,27-2:2x4 SPF Stud/ No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-10 max.): 1-4, 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-22 10-0-0 oc bracing: 24-26, 20-22 WEBS 1 Row at midpt 4-23, 2-27, 7-22, 10-15, 12-14, 7-19, 9-19, 9-17 REACTIONS (size)14= Mechanical, 27= Mechanical Max Horiz 27=-120 (LC 6) Max Uplift 14=-132 (LC 6), 27=-134 (LC 6) Max Grav 14=2126 (LC 19), 27=2611 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-27=-143/28, 1-2=-56/47, 2-3=-3232/211, 3-4=-3219/215, 4-5=-3216/308, 5-6=-2823/274, 6-28=-2818/273, 7-28=-2818/273, 7-29=-2757/289, 8-29=-2757/289, 8-9=-2757/289, 9-30=-2582/279, 10-30=-2582/279, 10-31=-1624/225, 11-31=-1619/226, 11-12=-2137/252, 12-32=-125/118, 13-32=-218/91, 13-14=-265/88 BOT CHORD 26-27=0/1692, 24-26=0/72, 3-26=-432/60, 24-25=0/0, 23-24=-8/53, 22-23=0/2463, 20-22=0/156, 6-22=-586/89, 20-21=0/0, 19-20=0/106, 18-19=-47/2757, 17-18=-47/2757, 16-17=-25/2459, 15-16=-25/2459, 14-15=-18/1283 WEBS 23-26=-20/3542, 4-26=0/465, 4-23=-2457/139, 5-23=-84/595, 5-22=-98/1482, 11-15=-73/972, 2-26=-106/2528, 2-27=-2927/174, 7-22=-131/53, 10-15=-1589/114, 12-15=0/652, 12-14=-2321/103, 7-19=-584/74, 9-19=-71/47, 19-22=-70/2873, 9-17=-467/73, 10-17=0/599 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 27 and 132 lb uplift at joint 14. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691814G23Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:46 Page: 1 ID:?We0iYm33?JfbWeCnFyCEpzXM0U-nEMblQ3c87U6BW6rrQRm?USbI_bQagKlnTdChXz5PYN June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =MT18HS 4x8 =6x10 =8x16 =2x4 =2x4 =MT18HS 5x10 =6x14 =6x6 =6x12 =2x8 =3x4 =5x9 =3x8 =3x6 =4x6 =3x4 =3x4 =3x4 =3x6 =3x8 =4x6 =5x6 =5x9 =5x6 =2x8 20 19 18 17 16 15 14 13 23 22 21 122524 1 2 3 5 6 26 7 8 27 9 10 28 114 0-10-4 31-1-1 2-1-5 23-3-7 1-9-1 7-3-1 4-10-1 21-2-1 5-6-0 5-6-0 6-1-2 37-2-3 6-11-6 30-2-13 9-0-15 16-4-0 5-10-13 43-1-0 2-3-4 9-4-10 3-0-14 7-1-5 4-0-8 4-0-8 5-9-1 43-1-0 6-11-6 30-2-13 6-11-6 23-3-7 6-11-6 16-4-0 7-1-2 37-3-158-0-102-4-153-1-104-0-02-0-02-0-00-2-20-2-22-4-156-4-150-2-26-7-11-3-77-10-80-2-28-0-102-0-02-0-02-0-04-0-0Scale = 1:82.3 Plate Offsets (X, Y):[3:0-5-0,0-1-14], [4:0-3-0,0-2-0], [11:0-3-4,0-2-4], [12:0-2-12,0-1-8], [13:0-3-8,Edge], [19:0-3-8,0-2-8], [21:0-4-0,0-3-0], [22:0-4-3,0-2-0] 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)-0.31 17-19 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.87 Vert(TL)-0.61 17-19 >843 180 MT20 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.99 Horiz(TL)0.15 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 239 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-7,10-11,7-10:2x4SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 2-23:2x4 SPF Stud/ No.3 WEBS 2x4 SPF No.2 *Except*25-1,24-3,22-3,22-4,21-4,13-12,14-12:2x4SPF Stud/No.3, 24-1,22-24:2x4 SPF-S1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3, 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 6-21, 9-14, 8-16 REACTIONS (size)13= Mechanical, 25= Mechanical Max Horiz 25=-110 (LC 6) Max Uplift 13=-140 (LC 6), 25=-140 (LC 6) Max Grav 13=2162 (LC 19), 25=2494 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-2420/162, 1-2=-4223/268, 2-3=-4172/269, 3-4=-3346/308, 4-5=-3247/295, 5-6=-3248/296, 6-26=-3292/324, 7-26=-3292/324, 7-8=-3292/324, 8-27=-2878/287, 9-27=-2878/287, 9-10=-1514/200, 10-28=-1514/201, 11-28=-1512/201, 11-12=-2024/195, 12-13=-2114/166 BOT CHORD 24-25=-86/131, 23-24=0/50, 2-24=-582/79, 22-23=-7/102, 21-22=-46/2561, 20-21=0/121, 5-21=-726/107, 19-20=0/70, 18-19=-115/3224, 17-18=-115/3224, 16-17=-122/3292, 15-16=-85/2878, 14-15=-85/2878, 13-14=0/68 WEBS 1-24=-270/4686, 22-24=-130/4298, 3-24=0/1145, 3-22=-3062/192, 4-22=-67/463, 4-21=-121/1814, 11-14=-1/806, 12-14=-20/1704, 6-21=-104/31, 9-14=-1997/128, 6-19=-784/126, 19-21=-129/3287, 6-17=-10/194, 8-17=-7/174, 8-16=-612/55, 9-16=0/593 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 25 and 140 lb uplift at joint 13. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691815G24Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:47 Page: 1 ID:ngHbo9639oA2nQ2MEMw?i0zXM_m-GQwzzm3EvRczpgg1P8y?Xi?j8NwMJ6dv?7NlDzz5PYM June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x8 =MT18HS 3x12 =MT18HS 5x10 =3x4 =MT18HS 7x10 =6x6 =MT18HS 4x14 =4x9 =3x6 =3x4 =3x8 =5x6 =10x12 =3x6 =4x12 =4x12 =3x8 =4x6 =4x6 =3x8 =3x6 25 16 15 14 13 12 23 22 21 20 19 18 17 1 2 4 34 5 6 7 8 9 10 11333 1-3-14 18-9-5 1-9-1 4-10-5 2-5-15 32-8-5 3-1-3 3-1-3 3-11-6 36-7-11 6-3-9 17-5-7 6-3-9 11-1-14 6-5-5 43-1-0 11-5-1 30-2-5 1-2-11 5-11-4 1-3-14 11-1-14 0-4-0 23-9-0 0-1-12 7-5-0 0-3-2 11-5-0 2-5-0 9-10-0 1-4-0 7-3-4 1-11-9 19-5-0 2-0-7 17-5-7 4-0-0 23-5-0 4-0-0 15-5-0 4-8-9 4-8-9 6-5-5 36-7-11 6-5-5 43-1-0 6-5-5 30-2-56-0-102-4-155-10-82-0-02-0-00-2-20-2-22-0-02-4-154-4-150-2-24-7-11-3-75-10-80-2-26-0-10Scale = 1:81.2 Plate Offsets (X, Y):[2:0-5-0,0-1-14], [3:0-7-7,Edge], [8:0-5-8,0-1-8], [14:0-3-8,0-2-0], [15:0-2-2,0-1-8], [16:0-3-0,0-3-0], [17:0-5-4,0-4-8] 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)-0.62 17-18 >826 240 MT18HS 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.90 Vert(TL)-1.28 17-18 >400 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.37 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 241 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-6,6-9:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF Stud/No.3 *Except* 23-20:2x4 SPF- S 1650F 1.6E, 16-15,25-16:2x4 SPF No.2, 20-17,15-12:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 *Except* 18-4,8-17,10-12,14-17,13-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2, 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 16-17 WEBS 1 Row at midpt 2-23, 4-21, 10-12, 8-13 JOINTS 1 Brace at Jt(s): 1, 11, 19, 18, 17 REACTIONS (size)12= Mechanical, 23= Mechanical Max Horiz 23=-40 (LC 6) Max Uplift 12=-150 (LC 6), 23=-144 (LC 6) Max Grav 12=2351 (LC 17), 23=2337 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-205/31, 1-2=-64/27, 2-3=-3450/253, 3-33=-3143/237, 4-33=-3149/237, 4-34=-6266/470, 5-34=-6266/470, 5-6=-6240/486, 6-7=-6240/486, 7-8=-6199/487, 8-9=-2257/216, 9-10=-2257/216, 10-11=-69/67, 11-12=-312/55 BOT CHORD 22-23=-120/2854, 21-22=-82/2679, 20-21=-257/5290, 19-20=-257/5290, 18-19=-257/5290, 17-18=-337/6266, 16-17=0/112, 7-17=-376/120, 15-16=-4/97, 14-15=-4/97, 13-14=-178/3470, 12-13=-84/2257 WEBS 2-23=-3492/231, 5-17=-29/132, 3-22=-11/279, 2-22=-308/65, 3-21=-77/1641, 4-21=-2602/186, 4-19=0/229, 4-18=-92/1182, 5-18=-440/128, 8-17=-203/3139, 10-12=-2980/199, 8-14=-939/140, 14-17=-183/3539, 8-13=-1605/124, 10-13=-5/1177 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 23 and 150 lb uplift at joint 12. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691816G25Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:47 Page: 1 ID:YEpVUFHEyDWVUZd99MzVEOzXMJB-GQwzzm3EvRczpgg1P8y?Xi?kqNvzJ6Vv?7NlDzz5PYM June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x8 =4x6 =10x10 =5x6 =4x9 =5x6 =4x6 =3x4 =5x9 =5x9 =3x8 =4x9 =3x6 =4x6 =3x4 =4x6 =3x4 =4x9 =3x6 =6x6 =4x6 =6x6 =3x4 NAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILED 19 44 45 46 18 1747 48 49 1650 51 52 53151454 55 56 13 57 58 59 12 20 4342 23 22 21 21 2945 6 30 7 31 32 33 34 8 35 936 37 38 10 1126272839404125243 1-8-13 1-8-13 1-9-1 3-5-14 7-4-6 28-4-3 7-4-6 20-11-12 7-4-6 35-8-9 7-4-6 43-0-15 10-1-8 13-7-6 0-0-12 0-0-12 1-6-5 1-7-1 1-9-1 3-4-2 2-10-14 6-3-0 7-4-6 28-4-3 7-4-6 20-11-12 7-4-6 35-8-9 7-4-6 43-0-15 7-4-6 13-7-64-11-01-5-74-8-142-0-00-2-22-0-01-5-73-5-71-3-74-8-140-2-24-11-0Scale = 1:78.5 Plate Offsets (X, Y):[3:0-2-4,0-0-12], [12:0-3-0,0-4-0], [13:0-3-0,0-4-0], [18:0-3-8,0-2-8], [20:0-6-8,0-1-8], [22:0-3-8,0-5-0] 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)0.29 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(TL)-0.56 15-16 >912 180 TCDL 10.0 Rep Stress Incr NO WB 0.72 Horiz(TL)0.10 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 438 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-19:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 5-20,10-12,18-20,16-5,15-7,13-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-2 max.): 1-2, 3-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-12 REACTIONS (size)12= Mechanical, 23=0-2-13 Max Horiz 23=-41 (LC 29) Max Uplift 12=-1038 (LC 6), 23=-947 (LC 6) Max Grav 12=2901 (LC 32), 23=2831 (LC 32) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-2372/802, 1-2=-3189/1103, 2-3=-4668/1657, 3-24=-3542/1271, 24-25=-3546/1271, 4-25=-3547/1271, 4-26=-6323/2267, 26-27=-6323/2267, 27-28=-6323/2267, 5-28=-6323/2267, 5-29=-6803/2657, 6-29=-6803/2657, 6-30=-6803/2657, 7-30=-6803/2657, 7-31=-6162/2407, 31-32=-6162/2407, 32-33=-6162/2407, 33-34=-6162/2407, 8-34=-6162/2407, 8-35=-4082/1550, 9-35=-4082/1550, 9-36=-4082/1550, 36-37=-4082/1550, 37-38=-4082/1550, 10-38=-4082/1550, 10-39=-96/65, 39-40=-96/65, 40-41=-96/65, 11-41=-96/65, 11-12=-375/65 BOT CHORD 22-23=-59/181, 21-22=-1181/3550, 21-42=-2142/6192, 42-43=-2142/6190, 20-43=-2141/6190, 19-20=-26/150, 4-20=-541/1374, 19-44=-101/294, 44-45=-101/294, 45-46=-101/294, 18-46=-101/294, 17-18=-2202/6004, 17-47=-2202/6004, 47-48=-2202/6004, 48-49=-2202/6004, 16-49=-2202/6004, 16-50=-2554/6733, 50-51=-2554/6733, 51-52=-2554/6733, 52-53=-2554/6733, 15-53=-2554/6733, 14-15=-2304/6092, 14-54=-2304/6092, 54-55=-2304/6092, 55-56=-2304/6092, 13-56=-2304/6092, 13-57=-1447/4012, 57-58=-1447/4012, 58-59=-1447/4012, 12-59=-1447/4012 WEBS 1-22=-1279/3722, 2-22=-2968/1051, 3-21=-971/2765, 4-21=-3435/1233, 2-21=-97/158, 5-20=-80/431, 10-12=-4658/1736, 5-18=-1287/530, 18-20=-2177/5915, 5-16=-409/943, 7-16=-225/121, 7-15=-745/291, 8-15=-186/646, 8-13=-2418/997, 10-13=-628/1500 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 at joint(s) 23. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 947 lb uplift at joint 23 and 1038 lb uplift at joint 12. Job Truss Truss Type Qty Ply WF60 S I41691817G26Half Hip Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:50 Page: 1 ID:aO1v1lxXx0eCoT0I7wPOk3zXMH3-kcULA64tgkkqQpFEzrTE4vXxinJf2dz2Em6JlPz5PYL Continued on page 2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)"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, 3-11=-60, 20-23=-20, 12-19=-20 Concentrated Loads (lb) Vert: 3=-3 (F), 6=-11 (F), 22=-112 (F), 5=-11 (F), 10=-11 (F), 18=-9 (F), 13=-9 (F), 26=-11 (F), 27=-11 (F), 28=-11 (F), 29=-11 (F), 30=-11 (F), 32=-11 (F), 33=-11 (F), 34=-11 (F), 35=-11 (F), 36=-11 (F), 38=-11 (F), 42=-7 (F), 43=-7 (F), 44=-9 (F), 45=-9 (F), 46=-9 (F), 47=-9 (F), 48=-9 (F), 49=-9 (F), 50=-9 (F), 51=-9 (F), 52=-9 (F), 53=-9 (F), 54=-9 (F), 55=-9 (F), 56=-9 (F), 57=-9 (F), 58=-9 (F), 59=-9 (F) Job Truss Truss Type Qty Ply WF60 S I41691817G26Half Hip Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:50 Page: 2 ID:aO1v1lxXx0eCoT0I7wPOk3zXMH3-kcULA64tgkkqQpFEzrTE4vXxinJf2dz2Em6JlPz5PYL 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 121210.0312 5.9212 5.6712 9.3512 11.7912 =2x8 =MT18HS 4x8 =5x6 =10x10 =6x8 =MT18HS 7x18 =10x10 =6x8 =MT18HS 4x8=2x8 HUS26 HUS26 HUS26 HUS26 HUS26 NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 18191216171110 2021 91 82 313 71514465 1-9-4 0-10-7 5-0-6 0-10-14 5-11-4 1-4-4 -1-4-4 1-5-11 7-4-15 2-4-9 4-1-15 1-9-7 1-9-7 3-1-5 10-6-4 0-0-1 10-6-4 0-0-3 0-0-3 2-0-12 6-1-0 4-0-0 4-0-3 4-5-3 10-6-26-1-61-11-01-5-134-10-33-8-73-8-70-10-14-6-81-1-125-8-40-5-26-1-6Scale = 1:76.3 Plate Offsets (X, Y):[4:0-4-0,0-2-10], [5:0-3-4,0-2-12], [7:0-4-0,0-2-12], [8:0-4-0,Edge], [10:0-3-8,0-5-0], [11:0-3-8,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL)-0.05 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.87 Vert(TL)-0.09 9-10 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.53 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 154 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6:2x6 SPFNo.2 BOT CHORD 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-3-6, (req. 0-3-9), 12=0-3-8 Max Horiz 12=68 (LC 60) Max Uplift 9=-117 (LC 6), 12=-464 (LC 6) Max Grav 9=6064 (LC 32), 12=4997 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-521/197, 3-13=-3805/292, 13-14=-3756/298, 4-14=-3754/304, 4-5=-2629/246, 5-6=-2628/270, 6-15=-3653/290, 7-15=-3679/280, 7-8=-730/109, 2-12=-565/218, 8-9=-588/97 BOT CHORD 12-16=-193/1978, 16-17=-193/1978, 11-17=-193/1978, 11-18=-248/2835, 18-19=-248/2835, 10-19=-248/2835, 10-20=-200/2552, 20-21=-200/2552, 9-21=-200/2552 WEBS 3-11=-101/1652, 4-11=-128/2220, 6-10=-18/2125, 7-10=-143/1159, 3-12=-3799/271, 7-9=-3618/346 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 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-4-0 oc, Except member 6-10 2x4 - 1 row at 0-4-0 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 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 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)WARNING: Required bearing size at joint(s) 9 greater than input bearing size. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 12 and 117 lb uplift at joint 9. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Use Simpson Strong-Tie HUS26 (14-16d Girder, 6-16d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-1-4 from the left end to 6-1-4 to connect truss(es) to front face of bottom chord. 13)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-3-3 oc max. starting at 8-1-4 from the left end to 10-4-8 to connect truss(es) to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)"NAILED" indicates 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 16)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 283 lb down and 203 lb up at 5-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply WF60 S I41691818HRoof Special Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:51 Page: 1 ID:ASn51sTpNTgW9XujfCrHCizXPI1-8BAUo77lzf6PHH_oez0xiY9T4?HPF0pUwkLzMkz5PYI Continued on page 2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60,6-7=-60, 7-8=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=69 (B), 4=-4 (B), 5=-78 (B), 6=-8 (B),11=-2217 (F=-2209, B=-9), 10=-2197 (F=-2188,B=-9), 9=-1720 (F), 16=5 (B), 17=-2236 (F), 18=-20(B), 19=-20 (B), 20=1 (B), 21=-1713 (F) Job Truss Truss Type Qty Ply WF60 S I41691818HRoof Special Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:51 Page: 2 ID:ASn51sTpNTgW9XujfCrHCizXPI1-8BAUo77lzf6PHH_oez0xiY9T4?HPF0pUwkLzMkz5PYI 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-0-0 3-0-0 0-1-13 3-0-0 2-10-3 2-10-34-11-01-11-04-11-0Scale = 1:33 Plate Offsets (X, Y):[4: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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 3-0-0 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=219 (LC 4) Max Uplift 3=-42 (LC 4), 4=-98 (LC 4) Max Grav 3=118 (LC 8), 4=67 (LC 5), 5=247 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-218/23, 1-2=0/106, 2-3=-76/74 BOT CHORD 4-5=-192/65 WEBS 2-4=-75/224 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 42 lb uplift at joint 3 and 98 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691819J05Jack-Open 4 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:52 Page: 1 ID:7_d3j59EaY?iPPfNlpwRLlzXg0m-cNks0T7NkzEGvRZ?ChXAElijhOo1_aye9O4WuBz5PYH June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 5 4 1 2 3 2-1-8 2-1-8 2-1-6 -2-1-6 0-1-6 2-1-8 2-0-2 2-0-23-3-51-11-03-3-5Scale = 1:30.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 13 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 2-6-0 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=59 (LC 4) Max Uplift 3=-114 (LC 6), 4=-61 (LC 4), 5=-80 (LC 4) Max Grav 3=69 (LC 5), 4=40 (LC 3), 5=398 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-379/92, 1-2=0/122, 2-3=-82/35 BOT CHORD 4-5=-85/0 WEBS 2-4=0/112 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 80 lb uplift at joint 5, 114 lb uplift at joint 3 and 61 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691820J07Jack-Open Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:52 Page: 1 ID:_EzUW2UEUgXqhK24UnwvqAzXgbn-cNks0T7NkzEGvRZ?ChXAEliglOp5_bde9O4WuBz5PYH June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-0-0 2-0-0 0-1-8 2-0-0 1-10-8 1-10-83-4-51-8-53-4-5Scale = 1:30.1 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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 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=158 (LC 4) Max Uplift 3=-43 (LC 6), 4=-96 (LC 4) Max Grav 3=70 (LC 5), 4=46 (LC 5), 5=248(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-230/14, 1-2=0/96, 2-3=-59/42 BOT CHORD 4-5=-135/34 WEBS 2-4=-43/172 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 bottomchord 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 96 lb uplift at joint 4 and 43 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691821J08Jack-Open 4 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:52 Page: 1 ID:t?D?MQXlYv1GAyMrjd?r?0zXgbj-cNks0T7NkzEGvRZ?ChXAElijrOqK_aGe9O4WuBz5PYH June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 5 4 1 2 3 1-11-9 1-11-9 2-1-6 -2-1-6 0-1-5 1-11-9 1-10-4 1-10-43-2-11-11-03-2-1Scale = 1:30.2 Plate Offsets (X, Y):[4: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 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 12 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 2-4-1 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=56 (LC 4) Max Uplift 3=-124 (LC 6), 4=-66 (LC 4), 5=-81 (LC 4) Max Grav 3=66 (LC 5), 4=36 (LC 3), 5=404 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-386/92, 1-2=0/122, 2-3=-86/34 BOT CHORD 4-5=-82/0 WEBS 2-4=0/113 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 81 lb uplift at joint 5, 66 lb uplift at joint 4 and 124 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691822J09Jack-Open Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:52 Page: 1 ID:mDEuzyU6mLxehoNdT2wJ4xzXg1e-cNks0T7NkzEGvRZ?ChXAEliglOqH_bce9O4WuBz5PYH June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-10-8 1-10-8 0-1-6 1-10-8 1-9-2 1-9-23-3-11-8-53-3-1Scale = 1:29.9 Plate Offsets (X, Y):[4: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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-8 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=154 (LC 4) Max Uplift 3=-48 (LC 6), 4=-102 (LC 4) Max Grav 3=66 (LC 5), 4=44 (LC 5), 5=250 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-233/16, 1-2=0/96, 2-3=-58/40 BOT CHORD 4-5=-131/31 WEBS 2-4=-41/173 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 102 lb uplift at joint 4 and 48 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691823J10Jack-Open 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:52 Page: 1 ID:mDEuzyU6mLxehoNdT2wJ4xzXg1e-cNks0T7NkzEGvRZ?ChXAElijrOqR_aGe9O4WuBz5PYH June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =2x4 4 3 1 2 1-10-8 1-10-83-3-11-8-53-3-1Scale = 1:25.4 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 0.18 Vert(LL)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(TL)0.00 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.02 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 1-10-8 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=94 (LC 4) Max Uplift 2=-62 (LC 4), 3=-27 (LC 4), 4=-9 (LC 5) Max Grav 2=84 (LC 7), 3=48 (LC 5), 4=73 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-54/0, 1-2=-51/48 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 9 lb uplift at joint 4, 27 lb uplift at joint 3 and 62 lb uplift at joint 2. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691824J11Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:53 Page: 1 ID:mDEuzyU6mLxehoNdT2wJ4xzXg1e-4aIEDp8?VHM6Xb8BmO3PnzFy7o8Vj2XnO2q4Qdz5PYG June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 =4x6 =3x4 5 4 1 2 6 7 3 2-1-6 -2-1-6 2-1-8 2-1-8 1-10-0 1-10-0 0-3-8 2-1-83-3-51-11-01-3-52-0-02-0-0Scale = 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 0.53 Vert(LL)0.00 4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)-0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 16 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 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-4-9, 7= Mechanical Max Horiz 5=107 (LC 5) Max Uplift 5=-118 (LC 4), 7=-113 (LC 6) Max Grav 5=401 (LC 6), 7=22 (LC 4) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/122, 2-3=-79/56, 4-7=-60/46, 3-7=-60/46, 2-5=-386/128 BOT CHORD 4-5=-83/0 WEBS 2-4=-41/93, 3-7=-27/133 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 118 lb uplift at joint5 and 113 lb uplift at joint 7. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691825J12Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:53 Page: 1 ID:2MqqDHi0aav73QYhQrh9jXzXfyB-4aIEDp8?VHM6Xb8BmO3PnzFsjoA4j0vnO2q4Qdz5PYG June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 =2x4 =2x4 =4x6 =3x4 =2x4 NAILED 10 9 1 2 8 7 6 3 4 5 1-4-4 -1-4-4 1-6-11 3-0-0 1-5-5 1-5-5 0-6-7 1-7-10 1-1-4 1-1-4 1-4-6 3-0-01-11-01-4-52-0-03-4-5Scale = 1:40.4 Plate Offsets (X, Y):[4:0-4-8,0-2-0] 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 0.33 Vert(LL)0.00 9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(TL)0.00 9 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.07 Horiz(TL)-0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-3:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6= Mechanical, 7=0-4-15, 10=0-3-8 Max Horiz 10=138 (LC 6) Max Uplift 6=-34 (LC 6), 7=-97 (LC 8), 10=-2 (LC 6) Max Grav 6=127 (LC 14), 7=89 (LC 37), 10=403 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-125/107, 3-4=-84/35, 4-5=-18/15, 5-6=-88/24, 2-10=-386/29 BOT CHORD 9-10=-91/3, 8-9=-186/10, 3-8=-118/76, 7-8=-22/52, 6-7=-22/52 WEBS 4-6=-54/49, 2-9=0/187 NOTES 1)Wind: ASCE 7-10; 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 2-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 34 lb uplift at joint 6, 2 lb uplift at joint 10 and 97 lb uplift at joint 7. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 9-10=-20, 6-8=-20 Concentrated Loads (lb) Vert: 7=28 (B) Job Truss Truss Type Qty Ply WF60 S I41691826J13Half Hip Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:53 Page: 1 ID:fDuYhaW6Ffpr2U0XCLNKoAzXfvr-4aIEDp8?VHM6Xb8BmO3PnzFvro9Dj1QnO2q4Qdz5PYG June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =4x6 =3x6 =2x4 =4x12 7 6 1 2 5 3 4 1-4-4 -1-4-4 3-0-0 3-0-0 0-8-10 0-8-10 2-3-6 3-0-04-11-01-11-02-0-04-11-0Scale = 1:37.8 Plate Offsets (X, Y):[3:0-8-6,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 0.65 Vert(LL)0.02 3-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.48 Vert(TL)-0.02 3-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.08 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R 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 3-0-0 oc purlins, except end verticals. 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=219 (LC 4) Max Uplift 4=-92 (LC 4), 5=-51 (LC 4) Max Grav 4=112 (LC 8), 5=74 (LC 5), 7=246 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-245/398, 1-2=0/106, 2-3=-102/198, 3-4=-83/70 BOT CHORD 6-7=-24/11, 3-6=-455/197, 3-5=-4/5 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 92 lb uplift at joint 4 and 51 lb uplift at joint 5. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691827J14Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:53 Page: 1 ID:7D1CcM8k?eMTIT?WFGJWv7zXfv1-4aIEDp8?VHM6Xb8BmO3PnzFqno3zj2XnO2q4Qdz5PYG June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 =3x6 5 4 1 2 3 1-4-4 -1-4-4 3-0-0 3-0-0 3-0-04-11-01-11-04-11-04-2-9Scale = 1:32.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 21 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 3-0-0 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=79 (LC 4) Max Uplift 3=-14 (LC 6), 4=-60 (LC 4), 5=-49 (LC 4) Max Grav 3=66 (LC 8), 4=54 (LC 3), 5=246 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-82/67, 3-4=0/0, 2-5=-219/66 BOT CHORD 4-5=-64/0 WEBS 2-4=0/143 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 tobearing plate capable of withstanding 14 lb uplift at joint 3, 60 lb uplift at joint 4 and 49 lb uplift at joint 5. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF60 S I41691828J15Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:54 Page: 1 ID:0_GiSjBE3ssvm4IHU6NS4zzXfuz-4aIEDp8?VHM6Xb8BmO3PnzFwYo9Jj2hnO2q4Qdz5PYG June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =MT18HS 3x8 4 3 1 2 2-8-8 0-1-8 0-1-8 2-7-0 2-8-84-11-01-11-04-11-0Scale = 1:32.8 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 0.48 Vert(LL)0.01 3-4 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(TL)-0.01 3-4 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.07 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2= Mechanical, 3= Mechanical, 4= Mechanical Max Horiz 4=145 (LC 4) Max Uplift 2=-102 (LC 4), 3=-43 (LC 4), 4=-25 (LC 5) Max Grav 2=129 (LC 8), 3=73 (LC 5), 4=122 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-79/2, 1-2=-92/82 BOT CHORD 3-4=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 4, 102 lb uplift at joint 2 and 43 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691829J16Jack-Open 14 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:54 Page: 1 ID:QZyr4lE7MnETdY1sAEx9hczXfuw-YmrcR99dGaUz8kjNJ6aeKAn2GCQfSVmxdiZdz3z5PYF June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 10.3612 =3x4 =2x8 5 4 1 2 3 1-2-15 1-2-15 1-4-13 -1-4-13 0-0-2 0-0-2 1-2-13 1-2-152-10-21-9-42-10-2Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 1-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=144 (LC 4) Max Uplift 3=-76 (LC 6), 4=-73 (LC 4), 5=-23 (LC 5) Max Grav 3=59 (LC 5), 4=33 (LC 5), 5=287 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-253/41, 1-2=0/101, 2-3=-64/37 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 13.6 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 23 lb uplift at joint 5, 73 lb uplift at joint 4 and 76 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691830J17Jack-Open 4 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:54 Page: 1 ID:yewuRDQ9biFCY?Fx5cDwL_zXfug-YmrcR99dGaUz8kjNJ6aeKAn3vCTtSVmxdiZdz3z5PYF June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 10.3612 =4x6 =3x6 5 4 1 2 3 1-6-13 -1-6-13 3-5-6 3-5-6 0-0-4 0-0-4 3-5-3 3-5-64-10-121-11-04-10-12Scale = 1:32.9 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 0.54 Vert(LL)0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(TL)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.07 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-10 Max Horiz 5=218 (LC 4) Max Uplift 3=-91 (LC 4), 4=-32 (LC 4) Max Grav 3=132 (LC 8), 4=62 (LC 5), 5=281(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-234/41, 1-2=0/112, 2-3=-82/75 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 13.6 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 91 lb uplift at joint 3 and 32 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691831J18Jack-Open 4 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:54 Page: 1 ID:rhhqrPgKe9vDZEMzqW5rhPzXfuL-YmrcR99dGaUz8kjNJ6aeKAn1HCO8SVmxdiZdz3z5PYF June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-0-8 3-0-8 0-1-13 3-0-8 2-10-11 2-10-114-11-81-11-04-11-8Scale = 1:33.1 Plate Offsets (X, Y):[4: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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 3-0-8 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=220 (LC 4) Max Uplift 3=-44 (LC 4), 4=-97 (LC 4) Max Grav 3=119 (LC 8), 4=68 (LC 5), 5=247 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-218/23, 1-2=0/106, 2-3=-77/75 BOT CHORD 4-5=-194/66 WEBS 2-4=-76/225 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 97 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691832J19Jack-Open 6 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:54 Page: 1 ID:jSxLhmkriOPf2rgl3MAnsFzXfuH-YmrcR99dGaUz8kjNJ6aeKAn3BCUQSURxdiZdz3z5PYF June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.5412 =3x4 =3x6 5 4 1 2 3 1-6-9 1-6-9 1-5-12 -1-5-12 0-0-1 0-0-1 1-6-7 1-6-93-5-111-11-133-5-11Scale = 1:32.8 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 0.49 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.03 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=175 (LC 4) Max Uplift 3=-60 (LC 6), 4=-81 (LC 4), 5=-28 (LC 5) Max Grav 3=75 (LC 5), 4=42 (LC 5), 5=286 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-250/30, 1-2=0/113, 2-3=-61/50 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5, 81 lb uplift at joint 4 and 60 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691833J20Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:54 Page: 1 ID:gq256Sl5E?fNH9p7BmCFxgzXfuF-YmrcR99dGaUz8kjNJ6aeKAn23CRCSVmxdiZdz3z5PYF June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.8812 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-11 -1-4-11 3-8-9 3-8-9 0-2-2 3-8-9 3-6-6 3-6-65-7-71-11-55-7-7Scale = 1:35.8 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 0.25 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 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 3-8-9 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=243 (LC 4) Max Uplift 3=-67 (LC 4), 4=-84 (LC 4) Max Grav 3=150 (LC 8), 4=76 (LC 5), 5=258(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-223/15, 1-2=0/108, 2-3=-88/93 BOT CHORD 4-5=-216/82 WEBS 2-4=-91/241 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.1 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 bottomchord 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 67 lb uplift at joint 3 and 84 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691834J21Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:55 Page: 1 ID:jjSmFaxVicYFbST0ZQzm2rzXfu0-1yP_eVAG1ucqmuIatp5tsOKHbcoPBxb4rMJAVVz5PYE June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.7212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-10 -1-4-10 4-1-14 4-1-14 0-2-7 4-1-14 3-11-7 3-11-75-11-101-10-155-11-10Scale = 1:37.4 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 0.32 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL)-0.05 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 20 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 4-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-10 Max Horiz 5=254 (LC 4) Max Uplift 3=-80 (LC 4), 4=-73 (LC 4) Max Grav 3=169 (LC 8), 4=80 (LC 3), 5=268(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-228/7, 1-2=0/107, 2-3=-95/104 BOT CHORD 4-5=-227/92 WEBS 2-4=-100/247 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.3 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 bottomchord 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 80 lb uplift at joint 3 and 73 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691835J22Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:55 Page: 1 ID:cUiH5y_0lr2g34mnoG2iChzXfty-1yP_eVAG1ucqmuIatp5tsOKGVcnPBxY4rMJAVVz5PYE June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.4712 =5x6 =3x8 5 4 1 2 3 1-5-0 -1-5-0 4-2-13 4-2-13 0-0-2 0-0-2 4-2-11 4-2-135-11-91-11-05-11-9Scale = 1:37.2 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 0.64 Vert(LL)0.04 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.05 4-5 >936 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.11 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 16 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 4-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=254 (LC 4) Max Uplift 3=-123 (LC 4), 4=-30 (LC 4) Max Grav 3=174 (LC 8), 4=76 (LC 3), 5=273(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-234/20, 1-2=0/108, 2-3=-115/106 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 30 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691836J23Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:55 Page: 1 ID:FoQpc27XxWZzVwh4VnGWhDzXftm-1yP_eVAG1ucqmuIatp5tsOKBXcgXBy04rMJAVVz5PYE June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.2112 =5x6 =3x8 5 4 1 2 3 1-5-0 -1-5-0 3-11-14 3-11-14 0-0-2 0-0-2 3-11-12 3-11-145-7-51-10-105-7-5Scale = 1:35.7 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 0.57 Vert(LL)0.03 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(TL)-0.04 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.09 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 15 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 3-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=240 (LC 4) Max Uplift 3=-113 (LC 4), 4=-29 (LC 4) Max Grav 3=162 (LC 8), 4=71 (LC 3), 5=264(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-227/24, 1-2=0/107, 2-3=-105/97 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 12.8 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 113 lb uplift at joint 3 and 29 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691837J24Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:55 Page: 1 ID:ntOtzWKa9RaiQNv9R8YGLazXftW-1yP_eVAG1ucqmuIatp5tsOKCUchkBy04rMJAVVz5PYE June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.0312 =4x6 =3x6 5 4 1 2 3 1-4-12 -1-4-12 2-9-0 2-9-0 0-0-1 0-0-1 2-8-15 2-9-04-4-81-10-24-4-8Scale = 1:31.6 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 0.44 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.05 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 2-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=197 (LC 4) Max Uplift 3=-82 (LC 4), 4=-40 (LC 4) Max Grav 3=107 (LC 8), 4=54 (LC 5), 5=252(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-212/29, 1-2=0/104, 2-3=-74/66 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 13.0 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 82 lb uplift at joint 3 and 40 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691838J25Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:55 Page: 1 ID:RB6PUdT5L75?sDqT8fm4q6zXftK-1yP_eVAG1ucqmuIatp5tsOKEecl0By04rMJAVVz5PYE June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-0-8 2-0-8 0-1-5 2-0-8 1-11-3 1-11-33-11-81-11-03-11-8Scale = 1:31.8 Plate Offsets (X, Y):[4: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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 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=187 (LC 4) Max Uplift 3=-43 (LC 6), 4=-133 (LC 4), 5=-16 (LC 5) Max Grav 3=81 (LC 5), 4=55 (LC 5), 5=249 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-230/35, 1-2=0/106, 2-3=-65/54 BOT CHORD 4-5=-160/40 WEBS 2-4=-53/216 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 16 lb uplift at joint 5, 43 lb uplift at joint 3 and 133 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691839J26Jack-Open 3 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:56 Page: 1 ID:rmoY6fV_d2TajhZ2poJnSlzXftH-V9zNsrAuoCkhO2tmRXc6PbtPh0BDwO_E402k1yz5PYD June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 7.6812 =3x4 =3x8 5 4 1 2 3 2-1-6 -2-1-6 2-9-6 2-9-6 0-0-7 0-0-7 2-8-15 2-9-63-8-61-11-03-8-6Scale = 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 0.61 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)-0.05 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 12 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 2-9-6 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=177 (LC 4) Max Uplift 3=-48 (LC 6), 4=-25 (LC 4), 5=-33 (LC 4) Max Grav 3=88 (LC 5), 4=45 (LC 3), 5=377 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-326/90, 1-2=0/122, 2-3=-67/45 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 33 lb uplift at joint 5, 48 lb uplift at joint 3 and 25 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691840J27Jack-Open Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:56 Page: 1 ID:1tziQPet2Qs0YNu9yc0MO3zXft6-V9zNsrAuoCkhO2tmRXc6PbtMl06UwPGE402k1yz5PYD June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-10-8 1-10-8 0-1-4 1-10-8 1-9-4 1-9-43-9-81-11-03-9-8Scale = 1:31.4 Plate Offsets (X, Y):[4: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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 1-10-8 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=183 (LC 4) Max Uplift 3=-48 (LC 6), 4=-144 (LC 4), 5=-20 (LC 5) Max Grav 3=77 (LC 5), 4=54 (LC 5), 5=250 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-233/37, 1-2=0/106, 2-3=-64/52 BOT CHORD 4-5=-156/37 WEBS 2-4=-52/220 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 20 lb uplift at joint 5, 144 lb uplift at joint 4 and 48 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691841J28Jack-Open 12 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:56 Page: 1 ID:vfCCGnhO5fMS1_CwBR4IZvzXft2-V9zNsrAuoCkhO2tmRXc6PbtPh0BNwOzE402k1yz5PYD June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 8.4912 =2x4 1 2 4 3 1-3-15 -1-3-15 3-4-11 3-4-11 0-0-6 0-0-6 3-4-5 3-4-113-8-50-5-32-9-15Scale = 1:27.7 Plate Offsets (X, Y):[2:0-2-3,0-1-0] 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 0.33 Vert(LL)-0.01 2-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)-0.02 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-1-6, 3= Mechanical, 4= Mechanical Max Horiz 2=122 (LC 4) Max Uplift 2=-51 (LC 4), 3=-50 (LC 4) Max Grav 2=233 (LC 6), 3=124 (LC 8), 4=65 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/71, 2-3=-70/65 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 51 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691842J31Jack-Open 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:56 Page: 1 ID:RFHaAXmQbEBPGgFscb5cf0zXgJL-V9zNsrAuoCkhO2tmRXc6PbtQ009EwPGE402k1yz5PYD June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 NAILED NAILED 1 2 4 3 0-11-4 -0-11-4 2-5-13 2-5-13 2-5-133-10-00-5-32-11-0Scale = 1:34.9 Plate Offsets (X, Y):[2:0-2-6,0-1-0] 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 0.20 Vert(LL)0.00 2-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)-0.01 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-1-8, 3= Mechanical, 4= Mechanical Max Horiz 2=125 (LC 4) Max Uplift 2=-18 (LC 4), 3=-70 (LC 4) Max Grav 2=168 (LC 6), 3=153 (LC 11), 4=86 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/65, 2-3=-61/67 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 3 and 18 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 2-4=-20 Concentrated Loads (lb) Vert: 3=-40 (B), 4=-19 (B) Job Truss Truss Type Qty Ply WF60 S I41691843J32Jack-Open 6 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:56 Page: 1 ID:RFHaAXmQbEBPGgFscb5cf0zXgJL-V9zNsrAuoCkhO2tmRXc6PbtS90AhwPGE402k1yz5PYD June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 8.4912 =2x4 =2x4 =2x4 =3x8 =3x4 5 4 1 2 3 0-4-13 1-3-5 1-3-5 1-3-15 -1-3-15 0-2-4 1-3-5 1-1-1 1-1-12-4-131-6-02-1-51-0-110-3-8Scale = 1:46.4 Plate Offsets (X, Y):[3:0-4-8,Edge], [4:0-2-0,0-1-0] 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 0.22 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)n/a -n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 10 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 1-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-4-9 Max Horiz 5=44 (LC 5) Max Uplift 4=-113 (LC 6), 5=-52 (LC 4) Max Grav 4=11 (LC 5), 5=293 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/85, 2-3=-70/11, 2-5=-269/83 BOT CHORD 4-5=0/0 WEBS 3-4=-21/105 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 5 and 113 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691844J34Roof Special 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:57 Page: 1 ID:t07fwPzxbkAdC19FmezdjmzXfq5-V9zNsrAuoCkhO2tmRXc6PbtSp0BawPvE402k1yz5PYD June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 5 4 1 2 3 0-11-14 0-11-14 0-11-4 -0-11-4 0-1-8 0-11-14 0-10-6 0-10-62-5-141-6-02-2-60-3-8Scale = 1:39.9 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 0.13 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 8 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 0-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=54 (LC 4) Max Uplift 4=-70 (LC 6), 5=-13 (LC 4) Max Grav 4=4 (LC 3), 5=206 (LC 6) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/77, 2-3=-51/41, 2-5=-186/70, 3-4=-15/63 BOT CHORD 4-5=-31/19 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof liveload of 12.0 psf or 2.00 times flat roof load of 20.0 psf onoverhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss tobearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 13 lb uplift at joint 5 and 70 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691845J35Monopitch31WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:57 Page: 1 ID:psBZDTat7u8AM6i5uwP7Q0zXfqb-zLXl3BBWZVsY0CRy?E7LxpPetPXYfsWNJgoHZOz5PYC June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 7.5812 =3x8 =5x6 =4x6 =2x4 =4x6 =3x4 =4x6 =3x4 =2x4 =4x6 =5x6 =3x8 NAILED Special NAILED Special NAILED NAILED Special NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 19 1211 20 2110 2223 9 24 25 8 7 26 6 1813 52 1714151634 2-8-6 1-10-7 1-10-7 3-3-6 8-3-15 1-10-7 13-4-8 3-2-2 5-0-9 3-2-2 11-6-1 2-0-3 13-4-8 2-0-3 2-0-3 2-11-14 8-2-3 3-2-2 5-2-5 3-2-2 11-4-54-11-81-1-04-2-82-11-72-11-72-0-14-11-8Scale = 1:55.6 Plate Offsets (X, Y):[1:0-4-6,0-1-2], [2:0-5-0,0-2-0], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [5:0-5-0,0-2-0], [6:0-1-14,0-1-2] 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 0.12 Vert(LL)0.01 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)-0.01 10-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 -- 1-6-0, Right 2x8 SP No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-7, 6=0-3-7 Max Uplift 1=-440 (LC 6), 6=-434 (LC 6) Max Grav 1=1043 (LC 65), 6=1044 (LC 65) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-1163/513, 2-13=-1129/522, 2-14=-1092/477, 3-14=-972/488, 3-15=-883/437, 15-16=-883/437, 4-16=-883/437, 4-17=-972/487, 5-17=-1091/477, 5-18=-1113/506, 6-18=-1148/497 BOT CHORD 1-19=-268/668, 12-19=-268/668, 11-12=-268/668, 11-20=-272/679, 20-21=-272/679, 10-21=-272/679, 10-22=-322/800, 22-23=-322/800, 9-23=-322/800, 9-24=-261/668, 24-25=-261/668, 8-25=-261/668, 7-8=-258/658, 7-26=-258/658, 6-26=-258/658 WEBS 2-11=-62/199, 2-10=-114/192, 3-10=-148/231, 4-9=-146/245, 5-9=-134/214, 5-8=-42/182 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 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 440 lb uplift at joint 1 and 434 lb uplift at joint 6. 9)This truss is designed in accordance with the 2012 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 2-12d (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) 220 lb down and 150 lb up at 5-0-9, and 220 lb down and 150 lb up at 8-3-15 on top chord, and 82 lb down and 115 lb up at 5-0-9, and 82 lb down and 115 lb up at 8-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 2=45 (F), 3=-5 (F), 4=-5 (F), 5=45 (F), 11=6 (F), 10=-9 (F), 9=-15 (F), 8=6 (F), 15=-1 (F), 19=-82 (B), 20=-80 (B), 21=-86 (F=-6, B=-80), 22=-9 (F), 23=-80 (B), 24=-80 (B), 25=-80 (B), 26=-84 (B) Job Truss Truss Type Qty Ply WF60 S I41691846K01Hip Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:57 Page: 1 ID:hIhF8_VBCYQvPnpOol0CJ?zXSv6-zLXl3BBWZVsY0CRy?E7LxpPf0PWtfsoNJgoHZOz5PYC June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 7.5812 =3x8 =5x6 =4x6 =2x4 =4x6 =3x4 =4x6 =3x4 =2x4 =4x6 =5x6 =3x8 NAILED Special NAILED Special NAILED NAILED Special NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 19 121120 21 10 22 9 23 8 7 24 6 1813 52 1714151634 2-8-6 1-10-7 1-10-7 3-3-6 8-3-15 1-10-7 13-4-8 3-2-2 5-0-9 3-2-2 11-6-1 2-0-3 13-4-8 2-0-3 2-0-3 2-11-14 8-2-3 3-2-2 5-2-5 3-2-2 11-4-54-11-81-1-04-2-82-11-72-11-72-0-14-11-8Scale = 1:55.6 Plate Offsets (X, Y):[1:0-4-6,0-1-2], [2:0-5-0,0-2-0], [3:0-3-12,0-2-0], [4:0-3-12,0-2-0], [5:0-5-0,0-2-0], [6:0-1-14,0-1-2] 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 0.12 Vert(LL)0.01 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)-0.01 10-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 152 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 -- 1-6-0, Right 2x8 SP No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-7, 6=0-3-7 Max Uplift 1=-444 (LC 6), 6=-430 (LC 6) Max Grav 1=1067 (LC 65), 6=1019 (LC 65) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-1165/511, 2-13=-1130/520, 2-14=-1094/479, 3-14=-975/489, 3-15=-885/438, 15-16=-885/438, 4-16=-885/438, 4-17=-974/489, 5-17=-1093/478, 5-18=-1105/506, 6-18=-1140/496 BOT CHORD 1-19=-267/668, 12-19=-267/668, 11-12=-267/668, 11-20=-270/679, 20-21=-270/679, 10-21=-270/679, 10-22=-324/802, 9-22=-324/802, 9-23=-260/663, 8-23=-260/663, 7-8=-258/654, 7-24=-258/654, 6-24=-258/654 WEBS 2-11=-57/198, 2-10=-119/196, 3-10=-149/233, 4-9=-147/245, 5-9=-137/223, 5-8=-39/169 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 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 444 lb uplift at joint 1 and 430 lb uplift at joint 6. 9)This truss is designed in accordance with the 2012 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 2-12d (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) 220 lb down and 150 lb up at 5-0-9, and 220 lb down and 150 lb up at 8-3-15 on top chord, and 82 lb down and 115 lb up at 5-0-9 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, 3-4=-60, 4-5=-60, 5-6=-60, 1-6=-20 Concentrated Loads (lb) Vert: 2=45 (F), 3=-5 (F), 4=-5 (F), 5=45 (F), 11=6 (F), 10=-15 (F), 9=-95 (F=-15, B=-80), 8=6 (F), 15=-1 (F), 19=-86 (B), 20=-80 (B), 21=-80 (B), 22=-89 (F=-9, B=-80), 23=-80 (B), 24=-80 (B) Job Truss Truss Type Qty Ply WF60 S I41691847K02Hip Girder 1 2WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:58 Page: 1 ID:iwrpYskABuGReSc?mAr7SWzXStW-RX57GXC8Kp?PdM09YyeaU0yplpsBOJ2WXKXr6qz5PYB June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 18.7412 =2x4 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 1 8 7 6 5 2 4 3 0-2-3 8-8-3 4-1-15 8-6-0 4-4-1 4-4-1 8-8-36-9-100-0-46-6-0Scale = 1:44.8 Plate Offsets (X, Y):[3: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 0.11 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 0.10 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 41 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)1=8-8-3, 5=8-8-3, 6=8-8-3, 7=8-8-3, 8=8-8-3 Max Uplift 1=-44 (LC 5), 5=-44 (LC 5), 6=-242 (LC 4), 7=-24 (LC 5), 8=-242 (LC 4) Max Grav 1=135 (LC 4), 5=135 (LC 4), 6=348 (LC 7), 7=126 (LC 4), 8=348 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-177/139, 2-3=-128/88, 3-4=-128/88, 4-5=-177/139 BOT CHORD 1-8=-97/136, 7-8=-97/136, 6-7=-97/136, 5-6=-97/136 WEBS 3-7=-104/61, 2-8=-301/270, 4-6=-301/270 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 44 lb uplift at joint 1, 44 lb uplift at joint 5, 24 lb uplift at joint 7, 242 lb uplift at joint 8 and 242 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691848L01Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:59 Page: 1 ID:idjKhCjeLoHGIPIwnYtOBez5Qq0-vkfVUtDm477GFWbL6f9p1EU_iDDG7lPgm_HOeHz5PYA June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 18.7412 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 7 6 5 2 3 4 5-4-12 5-4-128-5-60-0-48-5-6Scale = 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 0.60 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 0.13 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-4-12, 5=5-4-12, 6=5-4-12, 7=5-4-12 Max Horiz 1=56 (LC 4) Max Uplift 1=-126 (LC 5), 5=-72 (LC 5), 6=-229 (LC 4), 7=-188 (LC 4) Max Grav 1=238 (LC 4), 5=109 (LC 4), 6=311 (LC 7), 7=251 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-291/191, 2-3=-105/69, 3-4=-164/147, 4-5=-100/86 BOT CHORD 1-7=-111/120, 6-7=-111/120, 5-6=-111/120 WEBS 3-6=-267/255, 2-7=-216/209 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 1, 72 lb uplift at joint 5, 229 lb uplift at joint 6 and 188 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691849L02Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:59 Page: 1 ID:LxRsCJsAWUoakFDEU45CgAz5Qpq-vkfVUtDm477GFWbL6f9p1EUs8DDx7kzgm_HOeHz5PYA June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 18.7412 18.7412=3x4 =4x4 =3x4 =3x4 =3x41413121110 9 815 716 61 5 2 4 3 0-2-4 -0-2-4 3-9-0 3-9-0 9-5-14 13-2-14 7-10-6 13-2-14 5-4-7 5-4-714-9-140-6-158-4-118-1-38-4-116-5-314-9-14Scale = 1:84.7 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF Stud/ No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 16-2,11-7,10-8:2x4 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 9-1-12 oc bracing. WEBS 1 Row at midpt 3-15, 4-13 REACTIONS (size)1=13-2-11, 9=13-2-11, 10=13-2-11, 11=13-2-11, 12=13-2-11, 13=13-2-11, 14=13-2-11, 15=13-2-11, 16=13-2-11 Max Horiz 1=-262 (LC 4) Max Uplift 1=-243 (LC 5), 9=-285 (LC 5), 10=-153 (LC 4), 11=-171 (LC 4), 12=-176 (LC 4), 13=-173 (LC 4), 14=-442 (LC 4), 15=-230 (LC 5), 16=-167 (LC 4) Max Grav 1=387 (LC 4), 9=403 (LC 4), 10=244 (LC 8), 11=274 (LC 8), 12=275 (LC 8), 13=266 (LC 8), 14=349 (LC 5), 15=395 (LC 4), 16=267 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-97/65, 2-3=-222/244, 3-4=-221/243, 4-5=-59/68, 5-6=-109/58, 6-7=-141/105, 7-8=-327/254, 8-9=-481/378 BOT CHORD 1-16=-419/530, 15-16=-413/528, 14-15=-418/544, 13-14=-214/279, 12-13=-214/279, 11-12=-214/279, 10-11=-214/279, 9-10=-214/279 WEBS 3-15=-352/253, 2-16=-219/183,4-13=-228/184, 6-12=-234/200, 7-11=-234/197, 8-10=-203/168 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 1x3 MT20 unless otherwise indicated. 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 243 lb uplift at joint 1, 442 lb uplift at joint 14, 285 lb uplift at joint 9, 230 lb uplift at joint 15, 167 lb uplift at joint 16, 173 lb uplift at joint 13, 176 lb uplift at joint 12, 171 lb uplift at joint 11 and 153 lb uplift at joint 10. 8)Non Standard bearing condition. Review required. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691850L03Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:14:59 Page: 1 ID:akP39HG0Aejc_KWanxb8ztzXgam-vkfVUtDm477GFWbL6f9p1EUzrDCz7isgm_HOeHz5PYA June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14.1412 =3x4 =3x4 =5x6 =3x4 1 25 24 23 22 21 20 19 18 17 16 15 2 3 4 5 6 7 8 9 10 11 12 13 14 5-10-8 5-10-8 16-5-5 22-3-13 22-3-136-11-60-0-46-11-6Scale = 1:49 Plate Offsets (X, Y):[4:0-1-5,Edge], [22:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 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 0.12 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-9:2x4 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.): 4-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=22-3-13, 15=22-3-13, 16=22-3-13, 17=22-3-13, 18=22-3-13, 19=22-3-13, 20=22-3-13, 21=22-3-13, 22=22-3-13, 23=22-3-13, 24=22-3-13, 25=22-3-13 Max Horiz 1=14 (LC 4) Max Uplift 1=-15 (LC 5), 15=-3 (LC 4), 16=-19 (LC 4), 17=-10 (LC 4), 18=-16 (LC 4), 19=-13 (LC 4), 20=-14 (LC 4), 21=-14 (LC 4), 22=-21 (LC 4), 24=-64 (LC 4), 25=-102 (LC 4) Max Grav 1=83 (LC 4), 15=62 (LC 1), 16=168 (LC 8), 17=159 (LC 1), 18=160 (LC 8), 19=160 (LC 1), 20=160 (LC 8), 21=159 (LC 1), 22=165 (LC 8), 23=161 (LC 1), 24=203 (LC 7), 25=259 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-117/104, 2-3=-53/40, 3-4=-105/98, 4-5=-79/86, 5-6=-79/86, 6-7=-78/86, 7-8=-78/86, 8-9=-78/86, 9-10=-78/86, 10-11=-78/86, 11-12=-78/86, 12-13=-78/86, 13-14=-78/86, 14-15=-67/49 BOT CHORD 1-25=-77/85, 24-25=-77/85, 23-24=-77/85, 22-23=-77/85, 21-22=-77/86, 20-21=-77/86, 19-20=-77/86, 18-19=-77/86, 17-18=-77/86, 16-17=-77/86, 15-16=-77/86 WEBS 13-16=-125/0, 12-17=-120/45, 11-18=-120/37, 10-19=-120/38, 8-20=-120/38, 7-21=-120/37, 6-22=-125/46, 5-23=-119/0, 3-24=-167/89, 2-25=-206/124 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 15 lb uplift at joint 1, 3 lb uplift at joint 15, 19 lb uplift at joint 16, 10 lb uplift at joint 17, 16 lb uplift at joint 18, 13 lb uplift at joint 19, 14 lb uplift at joint 20, 14 lb uplift at joint 21, 21 lb uplift at joint 22, 64 lb uplift at joint 24 and 102 lb uplift at joint25. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691851L04Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:00 Page: 1 ID:R9HMRRKBxfyrgLfOorkWoiz5QlL-NwDthCDOrQF7tfAXgMh2ZR15NdYMsCSp?e1xAjz5PY9 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14.1412 =3x4 =6x6 =3x4 =3x4 =4x6 =2x8 =3x4 1 19 18 17 16 15 14 13 12 11 2 3 4 5 67 8 10 9 4-5-8 10-6-2 3-8-0 14-2-2 6-0-10 6-0-10 2-1-11 16-3-13 16-3-1311-5-110-0-48-11-74-3-14Scale = 1:67.2 Plate Offsets (X, Y):[4:0-2-11,Edge], [9: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 0.44 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 16-11:2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 12-9,13-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-12, 8-13 REACTIONS (size)1=16-3-13, 11=16-3-13, 12=16-3-13, 13=16-3-13, 14=16-3-13, 15=16-3-13, 17=16-3-13, 18=16-3-13, 19=16-3-13 Max Horiz 1=28 (LC 4) Max Uplift 1=-55 (LC 5), 11=-154 (LC 4), 12=-141 (LC 5), 13=-83 (LC 4), 14=-118 (LC 4), 18=-96 (LC 4), 19=-105 (LC 4) Max Grav 1=140 (LC 4), 11=189 (LC 5), 12=298 (LC 4), 13=225 (LC 7), 14=234 (LC 7), 15=172 (LC 1), 17=146 (LC 1), 18=226 (LC 7), 19=249 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-192/148, 2-3=-79/63, 3-4=-82/49, 4-5=-59/58, 5-6=-59/58, 6-7=-59/58, 7-8=-119/127, 8-9=-225/243, 9-10=-246/268, 10-11=-233/230 BOT CHORD 1-19=-109/120, 18-19=-109/120, 17-18=-109/120, 16-17=-109/120, 15-16=-109/120, 14-15=-109/120, 13-14=-109/120, 12-13=-109/120, 11-12=-109/120 WEBS 9-12=-355/261, 8-13=-201/129, 6-14=-189/136, 5-15=-132/26, 4-17=-106/9, 3-18=-189/121, 2-19=-198/125 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 55 lb uplift at joint 1, 154 lb uplift at joint 11, 141 lb uplift at joint 12, 83 lb uplift at joint 13, 118 lb uplift at joint 14, 96 lb uplift at joint 18 and 105 lb uplift at joint 19. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691852L05Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:00 Page: 1 ID:OpwYRxZ6SVL9RGc1PLaz4iz5Ql2-NwDthCDOrQF7tfAXgMh2ZR14KdWwsA9p?e1xAjz5PY9 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14.1412 =4x6 =4x6 =5x6 =3x4 =3x4 16 15 14 13 12 1110 9 1 2 3 4 5 6 7 8 12-6-7 2-11-15 2-11-15 9-6-8 12-6-711-3-511-2-150-3-80-3-810-11-1311-3-5Scale = 1:66.5 Plate Offsets (X, Y):[8:0-0-11,0-1-8], [14:0-2-11,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.50 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL)-0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 14-11:2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 12-5,10-6,9-7:2x4SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-8, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-16, 2-15, 3-14, 4-13 REACTIONS (size)8=12-6-7, 9=12-6-7, 12=12-6-7, 13=12-6-7, 14=12-6-7, 15=12-6-7, 16=12-6-7 Max Horiz 16=306 (LC 4) Max Uplift 8=-178 (LC 4), 9=-42 (LC 4), 12=-39 (LC 4), 13=-29 (LC 4), 14=-97 (LC 5), 15=-133 (LC 4), 16=-83 (LC 5) Max Grav 8=158 (LC 5), 9=282 (LC 1), 12=275 (LC 1), 13=121 (LC 7), 14=193 (LC 4), 15=205 (LC 7), 16=86 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-184/200, 1-2=-139/152, 2-3=-139/152, 3-4=-139/152, 4-5=-139/152, 5-6=-139/152, 6-7=-139/152, 7-8=-139/152 BOT CHORD 15-16=-152/139, 14-15=-152/139, 13-14=-246/231, 12-13=-246/237, 11-12=-239/211, 10-11=-224/214,9-10=-248/245, 8-9=-239/212 WEBS 2-15=-140/116, 3-14=-130/22, 4-13=-97/51, 5-12=-186/56, 6-10=-24/34, 7-9=-192/54 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Bearing at joint(s) 8, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 16, 178 lb uplift at joint 8, 97 lb uplift at joint 14, 133 lb uplift at joint 15, 29 lb uplift at joint 13, 39 lb uplift at joint 12 and 42 lb uplift at joint 9. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 13, 12, 9. 13)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)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 WF60 S I41691853L06Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:00 Page: 1 ID:sAOPZ7YSVt6?bUq6znR4VFzXSi7-NwDthCDOrQF7tfAXgMh2ZR104dSAsBsp?e1xAjz5PY9 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14.1412 14.1412 =2x4 =4x6 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =4x6 =3x4 1 10 2 9 3 8 4 7 6 5 1-1-2 9-4-6 8-3-4 8-3-4 2-2-1 2-2-1 7-2-5 9-4-69-9-40-0-48-5-12Scale = 1:59.3 Plate Offsets (X, Y):[5:Edge,0-1-14], [6:Edge,0-1-8], [10:0-6-1,0-1-2] 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 0.10 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 0.06 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 10-6:2x4 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, Except: 6-0-0 oc bracing: 6-7. REACTIONS (size)1=9-4-6, 6=9-4-6, 7=9-4-6, 8=9-4-6, 9=9-4-6, 10=9-4-6 Max Horiz 1=285 (LC 4) Max Uplift 1=-138 (LC 5), 6=-136 (LC 4), 7=-8 (LC 5), 8=-123 (LC 4), 9=-111 (LC 4), 10=-78 (LC 4) Max Grav 1=240 (LC 4), 6=129 (LC 5), 7=118 (LC 4), 8=249 (LC 7), 9=233 (LC 7), 10=225 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-326/264, 2-3=-185/145, 3-4=-62/59, 4-5=-100/86, 5-6=-83/100 BOT CHORD 1-10=-44/36, 9-10=-87/84, 8-9=-88/82, 7-8=-88/81, 6-7=-86/68 WEBS 5-7=-96/42, 4-8=-209/147, 3-9=-190/137, 2-10=-221/156 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 138 lb uplift at joint 1, 136 lb uplift at joint 6, 8 lb uplift at joint 7, 123 lb uplift at joint 8, 111 lb uplift at joint 9 and 78 lb uplift at joint 10. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 7, 8, 9. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691854L07Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:00 Page: 1 ID:f?JrkAKb88bkhcV_Ovfij9zXSmH-NwDthCDOrQF7tfAXgMh2ZR19gdZJsDLp?e1xAjz5PY9 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14.1412 14.1412 =3x4 =5x6 =3x4 =3x4 =5x6 =3x4 1 19 18 2 17 3 16 4 15 5 14 6 13 7 12 89 10 11 4-2-15 16-1-3 11-10-3 11-10-3 4-2-12 4-2-12 5-5-7 9-8-3 6-5-0 16-1-313-11-140-0-413-11-14Scale = 1:81.1 Plate Offsets (X, Y):[8:0-2-11,Edge], [18:0-2-11,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 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 0.08 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 80 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-11:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 1-18:2x4 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.): 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-16,11-12. REACTIONS (size)1=15-9-14, 11=15-9-14, 12=15-9-14, 13=15-9-14, 14=15-9-14, 16=15-9-14, 17=15-9-14, 18=15-9-14, 19=15-9-14 Max Horiz 1=414 (LC 4) Max Uplift 1=-235 (LC 5), 11=-109 (LC 4), 12=-20 (LC 4), 14=-93 (LC 4), 16=-99 (LC 4), 17=-97 (LC 4), 19=-96 (LC 4) Max Grav 1=345 (LC 4), 11=120 (LC 5), 12=172 (LC 8), 13=149 (LC 1), 14=228 (LC 7), 16=229 (LC 7), 17=229 (LC 7), 18=144 (LC 7), 19=244 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-461/378, 2-3=-353/287, 3-4=-248/190, 4-5=-232/205, 5-6=-139/116, 6-7=-56/40, 7-8=-105/98, 8-9=-75/89, 9-10=-75/89, 10-11=-75/89 BOT CHORD 1-19=-93/80, 18-19=-93/80, 17-18=-146/133, 16-17=-146/131, 15-16=-146/116, 14-15=-130/131, 13-14=-146/131, 12-13=-146/131, 11-12=-145/123 WEBS 2-19=-192/121, 3-18=-180/116, 5-17=-188/119, 6-16=-189/123, 7-14=-188/117, 9-13=-109/0, 10-12=-129/42 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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) 11, 14, 13, 12 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 109 lb uplift at joint 11, 96 lb uplift at joint 19, 97 lb uplift at joint 17, 99 lb uplift at joint 16, 93 lb uplift at joint 14, 20 lb uplift at joint 12 and 235 lb uplift at joint 1. 10)Non Standard bearing condition. Review required. 11)This truss is designed in accordance with the 2012 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 WF60 S I41691855L08Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:01 Page: 1 ID:BttAo58dNk2EEv7spUMPwHzXSlE-r6mGvYE1ckN_UpljE4CH6faKB1vObfFzEImVi9z5PY8 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14.1412 =3x4 =5x6 =3x4 =4x6 =5x6 =3x4 1 21 20 1918 17 16 15 14 13 12 11 102 3 9 84 75 6 0-2-14 20-4-14 9-11-9 20-2-0 10-2-7 10-2-7 20-4-1412-0-90-0-411-8-14Scale = 1:72.2 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [6:Edge,0-1-14], [9:0-3-0,0-3-0] 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 0.15 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 0.19 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-3,9-11:2x4 SPFStud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 18-11:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except*16-6,17-5,15-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 5-17, 7-15 REACTIONS (size)1=20-4-14, 11=20-4-14, 12=20-4-14, 13=20-4-14, 14=20-4-14, 15=20-4-14, 16=20-4-14, 17=20-4-14, 19=20-4-14, 20=20-4-14, 21=20-4-14 Max Uplift 1=-99 (LC 5), 11=-99 (LC 5), 12=-96 (LC 4), 13=-85 (LC 4), 14=-94 (LC 4), 15=-79 (LC 4), 16=-110 (LC 5), 17=-79 (LC 4), 19=-94 (LC 4), 20=-84 (LC 4), 21=-96 (LC 4) Max Grav 1=187 (LC 4), 11=187 (LC 4), 12=245 (LC 7), 13=218 (LC 7), 14=230 (LC 7), 15=224 (LC 7), 16=245 (LC 4), 17=224 (LC 7), 19=229 (LC 7), 20=218 (LC 7), 21=245 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-253/207, 2-3=-147/114, 3-4=-75/34, 4-5=-110/81, 5-6=-174/178, 6-7=-174/178, 7-8=-110/81, 8-9=-75/34, 9-10=-147/114, 10-11=-253/206 BOT CHORD 1-21=-146/187, 20-21=-146/187, 19-20=-146/187, 18-19=-146/187, 17-18=-146/187, 16-17=-146/187, 15-16=-146/187, 14-15=-146/187, 13-14=-146/187, 12-13=-146/187, 11-12=-146/187 WEBS 6-16=-221/150, 5-17=-184/103, 4-19=-189/118, 3-20=-181/109, 2-21=-194/116, 7-15=-184/103, 8-14=-189/118, 9-13=-181/110, 10-12=-194/116 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 99 lb uplift at joint 1, 110 lb uplift at joint 16, 79 lb uplift at joint 17, 94 lb uplift at joint 19, 84 lb uplift at joint 20, 96 lb uplift at joint 21, 79 lb uplift at joint 15, 94 lb uplift at joint 14, 85 lb uplift at joint 13, 96 lb uplift at joint 12 and 99 lb uplift at joint 11. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691856L09Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:01 Page: 1 ID:zVSvk43IT4cSLaxTGRjE0JzXSk2-r6mGvYE1ckN_UpljE4CH6faJf1uxbeczEImVi9z5PY8 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 14.1412 =3x6 =3x6 =3x6 =3x6 =3x6 =3x6 =3x6 1 41 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 23 22 2 21 3 20 4 19 5 6 7 8 9 10 11 12 1314 15 16 1718 0-2-14 37-2-8 8-0-7 36-11-9 8-3-5 8-3-5 20-7-14 28-11-3 37-2-89-9-50-0-49-5-10Scale = 1:65.9 Plate Offsets (X, Y):[5:0-2-11,Edge], [18:0-2-11,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.01 22 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 243 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 13-18:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 40-3,41-2,24-20,23-21:2x4 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.): 5-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-32, 10-33, 9-34, 8-36, 7-37, 6-38, 12-31, 14-30, 15-28, 16-27, 17-26 REACTIONS (size)1=37-2-8, 22=37-2-8, 23=37-2-8, 24=37-2-8, 25=37-2-8, 26=37-2-8, 27=37-2-8, 28=37-2-8, 30=37-2-8, 31=37-2-8, 32=37-2-8, 33=37-2-8, 34=37-2-8, 36=37-2-8, 37=37-2-8, 38=37-2-8, 39=37-2-8, 40=37-2-8, 41=37-2-8 Max Uplift 1=-37 (LC 5), 22=-37 (LC 5), 23=-82 (LC 4), 24=-68 (LC 4), 25=-53 (LC 4), 27=-21 (LC 4), 28=-14 (LC 4), 30=-14 (LC 4), 31=-14 (LC 4), 32=-14 (LC 4), 33=-14 (LC 4), 34=-14 (LC 4), 36=-14 (LC 4), 37=-21 (LC 4), 39=-54 (LC 4), 40=-68 (LC 4), 41=-82 (LC 4) Max Grav 1=115 (LC 4), 22=115 (LC 4), 23=269 (LC 7), 24=206 (LC 7), 25=210 (LC 7), 26=138 (LC 1), 27=162 (LC 1), 28=160 (LC 1), 30=160 (LC 1), 31=160 (LC 1), 32=160 (LC 1), 33=160 (LC 1), 34=160 (LC 1), 36=160 (LC 1), 37=162 (LC 1), 38=138 (LC 1), 39=210 (LC 7), 40=206 (LC 7), 41=269 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-155/140, 2-3=-77/41, 3-4=-91/53, 4-5=-144/128, 5-6=-100/104, 6-7=-100/104, 7-8=-100/104, 8-9=-100/104, 9-10=-100/104, 10-11=-100/104, 11-12=-100/104, 12-13=-100/104, 13-14=-100/104, 14-15=-100/104, 15-16=-100/104,16-17=-100/104, 17-18=-100/104,18-19=-144/128, 19-20=-91/53,20-21=-77/41, 21-22=-155/140 BOT CHORD 1-41=-103/124, 40-41=-103/124, 39-40=-103/124, 38-39=-103/124, 37-38=-103/124, 36-37=-103/124, 35-36=-103/124, 34-35=-103/124, 33-34=-103/124, 32-33=-103/124, 31-32=-103/124, 30-31=-103/124, 29-30=-103/124, 28-29=-103/124, 27-28=-103/124, 26-27=-103/124, 25-26=-103/124, 24-25=-103/124, 23-24=-103/124, 22-23=-103/124 WEBS 11-32=-120/38, 10-33=-120/38, 9-34=-120/38, 8-36=-120/38, 7-37=-122/45, 6-38=-99/26, 4-39=-168/78, 3-40=-172/92, 2-41=-210/105, 12-31=-120/38, 14-30=-120/38, 15-28=-120/38, 16-27=-122/45, 17-26=-99/26, 19-25=-168/77, 20-24=-172/92, 21-23=-210/105 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. Job Truss Truss Type Qty Ply WF60 S I41691857L10Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:01 Page: 1 ID:zJ2BRWgHSl2DzQKGlf8Ba3zXSjF-r6mGvYE1ckN_UpljE4CH6faKZ1vhbe?zEImVi9z5PY8 Continued on page 2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 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 bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 1, 37 lb uplift at joint 22, 14 lb uplift at joint 32, 14 lb uplift at joint 33, 14 lb uplift at joint 34, 14 lb uplift at joint 36, 21 lb uplift at joint 37, 54 lb uplift at joint 39, 68 lb uplift at joint 40, 82 lb uplift at joint 41, 14 lb uplift at joint 31, 14 lb uplift at joint 30, 14 lb uplift at joint 28, 21 lb uplift at joint 27, 53 lb uplift at joint 25, 68 lb uplift at joint 24 and 82 lb uplift at joint 23. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691857L10Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:01 Page: 2 ID:zJ2BRWgHSl2DzQKGlf8Ba3zXSjF-r6mGvYE1ckN_UpljE4CH6faKZ1vhbe?zEImVi9z5PY8 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 18.7412 18.7412 =3x4 =3x4 =4x6 =3x4 1 13 12 11 10 2 9 3 8 7 4 6 5 2-7-3 10-2-3 7-7-0 7-7-0 5-2-4 5-2-4 4-11-15 10-2-311-10-60-0-47-9-10Scale = 1:70.9 Plate Offsets (X, Y):[5:Edge,0-1-13], [7: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 0.12 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 0.23 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 11-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 9-5,10-4:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. REACTIONS (size)1=10-2-3, 7=10-2-3, 8=10-2-3, 9=10-2-3, 10=10-2-3, 11=10-2-3, 12=10-2-3, 13=10-2-3 Max Horiz 1=257 (LC 4) Max Uplift 1=-261 (LC 5), 7=-65 (LC 5), 8=-166 (LC 4), 9=-43 (LC 5), 10=-185 (LC 4), 11=-23 (LC 4), 12=-188 (LC 4), 13=-169 (LC 4) Max Grav 1=383 (LC 4), 7=80 (LC 4), 8=259 (LC 7), 9=174 (LC 4), 10=276 (LC 7), 11=13 (LC 5), 12=279 (LC 7), 13=255 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-460/356, 2-3=-291/223, 3-4=-91/67, 4-5=-140/125, 5-6=-138/122, 6-7=-56/48 BOT CHORD 1-13=-4/15, 12-13=-4/15, 11-12=-4/15, 10-11=-2/44, 9-10=-23/46, 8-9=-26/45, 7-8=-26/26 WEBS 5-9=-149/85, 4-10=-241/209, 3-12=-240/213, 2-13=-212/185, 6-8=-217/183 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 261 lb uplift at joint 1, 65 lb uplift at joint 7, 23 lb uplift at joint 11, 43 lb uplift at joint 9, 185 lb uplift at joint 10, 188 lb uplift at joint 12, 169 lb uplift at joint 13 and 166 lb uplift at joint 8. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 9, 10, 8. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691858L11Lay-In Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:02 Page: 1 ID:mDEuzyU6mLxehoNdT2wJ4xzXg1e-JJKe6uFfN2Vr6zKwnnjWes6VnQEtK4B6SyW2Fbz5PY7 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x10 =3x8 =6x8 =5x6 =3x4 =5x6 =6x8 =3x8 =3x10 NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED Special 11 10 16 17 18 19 9 8 71 2 6 41413 15123 5 1-4-4 -1-4-4 1-4-4 13-4-4 1-6-15 1-6-15 1-6-15 12-0-0 4-5-1 6-0-0 4-5-1 10-5-1 1-5-3 1-5-3 1-5-3 12-0-0 9-1-10 10-6-133-5-151-11-00-1-153-4-03-4-00-1-153-5-15Scale = 1:46.8 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-7,0-1-8], [9:0-4-0,0-4-4], [10:0-4-0,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)0.07 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 Vert(TL)-0.09 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.36 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 11=0-3-8 Max Uplift 8=-359 (LC 6), 11=-391 (LC 6) Max Grav 8=1017 (LC 17), 11=1017 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-640/356, 3-12=-479/247, 12-13=-481/247, 4-13=-484/247, 4-14=-474/228, 14-15=-474/228, 5-15=-471/228, 5-6=-631/329, 6-7=0/129, 2-11=-1074/514, 6-8=-1074/470 BOT CHORD 10-11=-27/48, 10-16=-186/942, 16-17=-186/942, 17-18=-186/942, 18-19=-186/942, 9-19=-186/942, 8-9=-27/48 WEBS 3-10=-205/249, 5-9=-186/249, 2-10=-243/755, 6-9=-211/755, 4-10=-580/111, 4-9=-580/134 NOTES 1)Wind: ASCE 7-10; 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 13-4-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 391 lb uplift at joint 11 and 359 lb uplift at joint 8. 8)This truss is designed in accordance with the 2012 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) 363 lb down and 130 lb up at 1-6-15, and 363 lb down and 130 lb up at 10-4-2 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, 5-6=-60, 6-7=-60, 8-11=-20 Concentrated Loads (lb) Vert: 10=-268 (B), 9=-268 (B), 16=0 (B), 17=0 (B), 18=0 (B), 19=0 (B) Job Truss Truss Type Qty Ply WF60 S I41691859M01Hip Girder 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:02 Page: 1 ID:j_DaRP8HAX?wrqa3FyHSdWz5QYh-JJKe6uFfN2Vr6zKwnnjWes6PkQApK246SyW2Fbz5PY7 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 =5x6 =5x6 =3x8 =3x6 =2x4 9 8 7 6 1 2 5 10 113 4 1-4-4 -1-4-4 5-6-2 8-9-1 3-2-15 3-2-15 3-2-15 12-0-0 3-1-3 12-0-0 3-1-3 3-1-3 5-9-10 8-10-135-1-151-11-00-1-155-0-05-0-00-1-155-1-15Scale = 1:38.7 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [4:0-3-9,0-2-8] 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 0.79 Vert(LL)-0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(TL)-0.06 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-3:2x4 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 (5-8-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-3-8, 9=0-3-8 Max Horiz 9=68 (LC 6) Max Uplift 6=-55 (LC 6), 9=-100 (LC 6) Max Grav 6=571 (LC 18), 9=777 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-10=-476/79, 3-10=-415/103, 3-11=-365/103, 4-11=-365/103, 4-5=-477/87, 2-9=-762/111, 5-6=-553/63 BOT CHORD 8-9=-34/2, 7-8=0/337, 6-7=-10/32 WEBS 3-8=-102/95, 3-7=-21/40, 4-7=-100/95,2-8=0/409, 5-7=0/395 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 100 lb uplift at joint 9 and 55 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691860M02Hip11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:03 Page: 1 ID:bJjFATKpGlE3TxhQ0A5W55z5Qb0-JJKe6uFfN2Vr6zKwnnjWes6KHQBIK5x6SyW2Fbz5PY7 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =6x8 =3x4 =5x6 =5x6 =3x8 =5x6 =2x4 9 8 7 6 1 2 5 13 10 11 123 4 1-4-4 -1-4-4 2-2-2 7-1-1 4-10-15 4-10-15 4-10-15 12-0-0 2-5-10 7-2-13 4-9-3 12-0-0 4-9-3 4-9-36-9-151-11-00-1-156-8-06-8-00-1-156-9-15Scale = 1:45.5 Plate Offsets (X, Y):[2:0-3-4,0-1-8], [3:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-2-12,0-1-8] 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 0.54 Vert(LL)-0.01 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)-0.04 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 5-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)6=0-3-8, 9=0-3-8 Max Horiz 9=68 (LC 6) Max Uplift 6=-45 (LC 6), 9=-90 (LC 6) Max Grav 6=720 (LC 18), 9=926 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-10=-644/86, 3-10=-433/103, 3-11=-359/123, 11-12=-359/123, 4-12=-359/123, 4-13=-444/94, 5-13=-634/72, 2-9=-879/116, 5-6=-672/70 BOT CHORD 8-9=-49/81, 7-8=0/297, 6-7=-1/92 WEBS 3-8=-9/97, 3-7=-42/69, 4-7=-44/93, 2-8=0/230, 5-7=0/226 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 90 lb uplift at joint 9 and 45 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691861M03Hip11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:03 Page: 1 ID:mRuPUDTjg7cVHd1Y9_o51Pz5Qar-oVu0KEGH8Ldik7v6LVElB4fZzqYe3ZQGhcFcn2z5PY6 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =5x9 =4x6 =3x8 =5x9 =2x4 7 6 5 1 2 4 3 1-4-4 -1-4-4 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 6-0-01-11-07-11-0Scale = 1:51.3 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 0.57 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)-0.06 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)5=0-3-8, 7=0-3-8 Max Horiz 7=68 (LC 4) Max Uplift 5=-38 (LC 4), 7=-83 (LC 4) Max Grav 5=512 (LC 8), 7=575 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-452/97, 3-4=-443/89, 2-7=-522/112, 4-5=-459/67 BOT CHORD 6-7=-67/94, 5-6=-15/82 WEBS 3-6=0/203, 2-6=0/164, 4-6=0/133 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 7 and 38 lb uplift at joint 5. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691862M04Common21WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:03 Page: 1 ID:32LTWQlm0Ve5AJt9Z0Ej0Tz5QaT-oVu0KEGH8Ldik7v6LVElB4fZZqXn3a1GhcFcn2z5PY6 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =4x9 =3x4 =5x6 =3x6 =3x4 7 6 5 1 2 8 493 1-4-4 -1-4-4 5-5-11 12-0-0 6-6-5 6-6-5 5-7-7 12-0-0 6-4-9 6-4-98-5-51-11-08-3-60-1-158-3-68-3-60-1-158-5-5Scale = 1:53.2 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-3-9,0-2-8], [4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL)-0.08 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 No.2 *Except* 7-2:2x6 SPF No.2, 6-2:2x4 SPF Stud/No.3 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.): 3-4. 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=84 (LC 6) Max Uplift 5=-69 (LC 6), 7=-88 (LC 6) Max Grav 5=667 (LC 14), 7=920 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-8=-632/85, 3-8=-311/108, 3-9=-106/114, 4-9=-107/114, 4-5=-318/69, 2-7=-863/124 BOT CHORD 6-7=-99/225, 5-6=0/227 WEBS 3-6=0/244, 3-5=-405/48, 2-6=-85/192 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 69 lb uplift at joint 5 and 88 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691863M05Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:03 Page: 1 ID:MPG7_qr9NfW5VOvVU_sMoyz5QaM-oVu0KEGH8Ldik7v6LVElB4fTMqWT3YGGhcFcn2z5PY6 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =3x6 =4x6 =3x4 =5x6 =3x8 =3x4 8 7 6 1 2 3 9 5104 1-4-4 -1-4-4 4-1-5 8-2-5 4-1-0 4-1-0 3-9-11 12-0-0 3-11-7 12-0-0 8-0-9 8-0-910-1-51-11-09-11-60-1-159-11-69-11-60-1-1510-1-5Scale = 1:61 Plate Offsets (X, Y):[4:0-3-9,0-2-8] 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 0.53 Vert(LL)-0.10 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.41 Vert(TL)-0.26 7-8 >540 180 TCDL 10.0 Rep Stress Incr YES WB 0.51 Horiz(TL)0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 83 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-2,8-3,3-7:2x4 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS (size)6=0-3-8, 8=0-3-8 Max Horiz 8=83 (LC 6) Max Uplift 6=-65 (LC 6), 8=-79 (LC 6) Max Grav 6=578 (LC 14), 8=972 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-245/169, 3-9=-504/138, 4-9=-261/153, 4-10=-125/138, 5-10=-126/137, 5-6=-215/73, 2-8=-447/191 BOT CHORD 7-8=0/352, 6-7=-22/184 WEBS 4-7=-81/442, 4-6=-519/35, 3-8=-549/0, 3-7=-335/165 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 65 lb uplift at joint 6 and 79 lb uplift at joint 8. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691864M06Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:04 Page: 1 ID:jdbRcL6yBQI_8mbjmcFXhaz5Qa0-GhSOXaHvvflZLHUIvCl_jHCkwEqaowMPwG?9JUz5PY5 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =3x4 =4x6 =3x4 =3x4 =5x6 =4x9 =4x6 9 8 7 1 210 3 4 5 6 1-4-4 -1-4-4 4-11-3 9-10-5 4-11-3 4-11-3 2-1-11 12-0-0 6-0-0 12-0-0 6-0-0 6-0-011-9-51-11-011-7-60-1-1511-7-611-7-60-1-1511-9-5Scale = 1:68.8 Plate Offsets (X, Y):[5:0-3-9,0-2-8], [6: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 0.73 Vert(LL)0.04 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)-0.08 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horiz(TL)0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-2,3-8:2x4 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7 REACTIONS (size)7=0-3-8, 9=0-3-8 Max Horiz 9=87 (LC 6) Max Uplift 7=-60 (LC 6), 9=-73 (LC 6) Max Grav 7=659 (LC 15), 9=882 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-10=-312/174, 3-10=-296/215, 3-4=-755/218, 4-5=-563/254, 5-6=-150/162, 6-7=-144/100, 2-9=-405/227 BOT CHORD 8-9=0/389, 7-8=-100/152 WEBS 5-8=-207/718, 5-7=-637/18, 3-8=-531/245, 3-9=-529/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 60 lb uplift at joint 7 and 73 lb uplift at joint 9. 8)This truss is designed in accordance with the 2012 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 WF60 S I41691865M07Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:04 Page: 1 ID:B5gFNVKFyyZQIXzBpOalQNz5QZk-GhSOXaHvvflZLHUIvCl_jHChnEsXovePwG?9JUz5PY5 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =5x6 =3x4 =3x6 =3x4 =MT18HS 4x8 =3x6 8 7 6 1 2 3 4 5 1-4-4 -1-4-4 5-7-10 11-6-8 5-10-15 5-10-15 0-5-8 12-0-0 5-10-15 5-10-15 6-1-2 12-0-013-5-81-11-013-3-613-3-613-3-60-2-313-5-8Scale = 1:77.2 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [5:0-2-8,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 0.59 Vert(LL)0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)-0.07 6-7 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 85 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-6:2x6 SPF No.2, 8-2,7-2:2x4 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 5-6, 3-6 REACTIONS (size)6=0-3-8, 8=0-3-8 Max Horiz 8=91 (LC 4) Max Uplift 6=-53 (LC 4), 8=-67 (LC 4) Max Grav 6=502 (LC 8), 8=578 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-464/87, 3-4=-235/120, 4-5=-153/165, 5-6=-145/0, 2-8=-531/103 BOT CHORD 7-8=-73/49, 6-7=0/213 WEBS 3-7=0/232, 3-6=-471/194, 2-7=0/171 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 6 and 67 lb uplift at joint 8. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691866M08Half Hip 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:04 Page: 1 ID:70rsxpmqT?5Jd3j6wyDBtzz5QZA-GhSOXaHvvflZLHUIvCl_jHCj?Esfo_DPwG?9JUz5PY5 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =5x6 =3x4 =3x6 =3x4 =3x6 =3x6 8 7 6 1 2 3 4 5 1-4-4 -1-4-4 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-013-11-01-11-013-11-0Scale = 1:77.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8] 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 0.59 Vert(LL)0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)-0.07 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 No.2 *Except* 5-6:2x6 SPF No.2, 8-2,7-2:2x4 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 5-6, 3-6 REACTIONS (size)6=0-3-8, 8=0-3-8 Max Horiz 8=91 (LC 4) Max Uplift 6=-53 (LC 4), 8=-67 (LC 4) Max Grav 6=502 (LC 8), 8=578 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-462/87, 3-4=-234/122, 4-5=-154/166, 5-6=-142/0, 2-8=-529/104 BOT CHORD 7-8=-76/55, 6-7=0/210 WEBS 3-7=0/234, 3-6=-474/195, 2-7=0/163 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 6 and 67 lb uplift at joint 8. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691867M09Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:04 Page: 1 ID:nKaOSvvMehcc3vdPdTR?MVz5QZ_-GhSOXaHvvflZLHUIvCl_jHCjxEsgo_BPwG?9JUz5PY5 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 5 4 1 2 3 2-1-6 -2-1-6 2-4-1 2-4-1 0-1-8 2-4-1 2-2-9 2-2-93-5-01-11-03-5-0Scale = 1:30.7 Plate Offsets (X, Y):[4: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 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 13 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 2-8-9 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=63 (LC 4) Max Uplift 3=-99 (LC 6), 4=-56 (LC 4), 5=-76 (LC 4) Max Grav 3=73 (LC 5), 4=44 (LC 3), 5=389 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-367/89, 1-2=0/122, 2-3=-76/37 BOT CHORD 4-5=-89/0 WEBS 2-4=0/113 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 76 lb uplift at joint 5, 99 lb uplift at joint 3 and 56 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691868MAJack-Open Girder 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:05 Page: 1 ID:?MLXgsyNZEKSFAqTi92FLYz5QbV-kt0mlwHXgztPzR3VTwGDGVkuTeFtXUqY8wkiswz5PY4 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-2-0 2-2-0 0-1-9 2-2-0 2-0-7 2-0-73-5-151-8-53-5-15Scale = 1:30.4 Plate Offsets (X, Y):[4: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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 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=0-3-8 Max Horiz 5=161 (LC 4) Max Uplift 3=-38 (LC 6), 4=-89 (LC 4) Max Grav 3=73 (LC 5), 4=47 (LC 5), 5=247 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-227/12, 1-2=0/96, 2-3=-60/44 BOT CHORD 4-5=-138/36 WEBS 2-4=-45/171 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 38 lb uplift at joint 3 and 89 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691869MBJack-Open 6 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:05 Page: 1 ID:angO1qwUGJyuOi5u11UYjwz5QbY-kt0mlwHXgztPzR3VTwGDGVkxZeFCXTUY8wkiswz5PY4 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 5 2 6 4 3 0-6-5 3-4-11 0-6-5 -0-6-5 1-5-3 2-10-6 1-5-3 1-5-3 2-10-61-11-120-5-31-10-6Scale = 1:27.1 Plate Offsets (X, Y):[2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 0.04 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 0.01 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 11 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 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=2-10-6, 4=2-10-6, 6=2-10-6 Max Uplift 2=-34 (LC 4), 4=-34 (LC 4) Max Grav 2=94 (LC 8), 4=94 (LC 8), 6=91 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-55/21, 3-4=-55/21, 4-5=0/20 BOT CHORD 2-6=0/28, 4-6=0/28 WEBS 3-6=-55/5 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 34 lb uplift at joint 2 and 34 lb uplift at joint 4. 9)This truss is designed in accordance with the 2012 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 WF60 S I41691870PPiggyback61WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:05 Page: 1 ID:hUIPX29MaG93?fZG5rrQUZzXgVl-kt0mlwHXgztPzR3VTwGDGVk1MeGwXUKY8wkiswz5PY4 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 12 11 10 9 8 13 3 5 6 7144 0-7-2 -0-7-2 5-4-0 5-4-0 10-5-5 15-9-4 15-9-44-11-80-4-134-8-00-2-24-8-04-8-00-2-24-10-2Scale = 1:40.1 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,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 0.38 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 57 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, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=15-9-4, 8=15-9-4, 9=15-9-4, 10=15-9-4, 12=15-9-4 Max Horiz 2=19 (LC 6) Max Uplift 2=-6 (LC 6), 8=-8 (LC 6), 9=-41 (LC 6), 10=-13 (LC 6), 12=-56 (LC 6) Max Grav 2=294 (LC 15), 8=181 (LC 14), 9=534 (LC 14), 10=550 (LC 14), 12=564 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-13=-155/10, 3-13=-18/173, 3-4=-127/69, 4-14=-55/60, 5-14=-55/59, 5-6=-55/59, 6-7=-55/59, 7-8=-153/32 BOT CHORD 2-12=-53/60, 11-12=-53/60, 10-11=-53/60, 9-10=-53/60, 8-9=-53/60 WEBS 3-12=-438/99, 5-10=-474/64, 6-9=-456/79 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 20.0 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 8, 6 lb uplift at joint 2, 56 lb uplift at joint 12, 13 lb uplift at joint 10 and 41 lb uplift at joint 9. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)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 WF60 S I41691871P01Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:05 Page: 1 ID:fCSCOA_wpBP8bq1jgOt6KnzXPc1-kt0mlwHXgztPzR3VTwGDGVky?eEQXRHY8wkiswz5PY4 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =3x4 =3x6 =3x4 =3x4 =3x4 =3x4 1412 21 20 19 18 17 16 15 13 12322 285242346 25 117 26 27 9 108 0-7-2 -0-7-2 0-7-2 23-4-14 2-10-10 15-0-15 3-1-10 3-1-10 4-5-8 7-7-2 4-7-3 12-2-5 7-8-13 22-9-12 22-9-126-11-80-4-130-2-20-2-22-10-02-10-00-2-23-0-23-7-146-8-00-2-26-10-2Scale = 1:47.8 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [6:0-3-0,0-0-15], [8:0-2-0,Edge], [10:0-2-0,Edge], [13:0-2-1,0-1-8] 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 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 81 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, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=22-9-12, 13=22-9-12, 15=22-9-12, 16=22-9-12, 17=22-9-12, 18=22-9-12, 20=22-9-12, 21=22-9-12 Max Uplift 2=-31 (LC 7), 13=-86 (LC 7), 15=-94 (LC 6), 16=-72 (LC 6), 18=-57 (LC 6), 20=-43 (LC 6), 21=-78 (LC 6) Max Grav 2=146 (LC 22), 13=75 (LC 6), 15=492 (LC 34), 16=544 (LC 34), 17=375 (LC 21), 18=508 (LC 34), 20=535 (LC 21), 21=363 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-112/93, 3-22=-129/0, 4-22=-74/3, 4-23=-38/4, 5-23=-42/3, 5-24=-44/3, 6-24=-39/4, 6-25=-47/0, 7-25=0/96, 7-26=-197/77, 8-26=-124/95, 8-9=-92/92, 9-10=-92/92, 10-27=-101/96, 11-27=-199/79, 11-28=-46/106, 12-28=-192/0, 12-13=-133/144, 13-14=0/24 BOT CHORD 2-21=-60/101, 20-21=-60/101, 19-20=-60/101, 18-19=-60/101, 17-18=-60/101, 16-17=-60/101, 15-16=-60/101, 13-15=-60/101 WEBS 3-21=-294/120, 5-20=-452/92, 7-18=-429/104, 9-17=-296/0, 11-16=-461/121, 12-15=-442/143 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 2, 86 lb uplift at joint 13, 78 lb uplift at joint 21, 43 lb uplift at joint 20, 57 lb uplift at joint 18, 72 lb uplift at joint 16 and 94 lb uplift at joint 15. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)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 WF60 S I41691872P02Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:06 Page: 1 ID:8qlQirrWYVpH3UpJhkeDZFzXPZd-kt0mlwHXgztPzR3VTwGDGVkzIeFiXRZY8wkiswz5PY4 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =10x10 =3x6 =3x4 =4x6 =3x4 1 112 18 17 16 15 14 13 12 10 43 95 19 86 22 20 21 7 0-7-2 -0-7-2 0-7-2 23-4-14 0-8-13 0-8-13 4-5-8 5-2-5 8-5-5 13-7-10 9-2-2 22-9-12 0-10-9 0-10-9 21-11-3 22-9-128-1-150-4-130-2-20-10-00-10-00-2-21-0-27-0-78-0-9Scale = 1:58.5 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-7,Edge], [4:0-3-0,0-0-15], [10:0-2-1,0-1-8] 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 0.47 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.29 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 80 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 *Except* 14-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-18. REACTIONS (size)2=22-9-12, 10=22-9-12, 12=22-9-12, 13=22-9-12, 14=22-9-12, 15=22-9-12, 17=22-9-12, 18=22-9-12 Max Horiz 2=0 (LC 7) Max Uplift 2=-165 (LC 19), 10=-105 (LC 29), 12=-79 (LC 6), 13=-109 (LC 6), 15=-114 (LC 6), 17=-32 (LC 6), 18=-35 (LC 6) Max Grav 2=91 (LC 20), 10=49 (LC 6), 12=330 (LC 12), 13=431 (LC 12), 14=358 (LC 19), 15=623 (LC 30), 17=473 (LC 20), 18=542 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-105/109, 3-4=-55/96, 4-5=-67/250, 5-19=-207/76, 6-19=0/150, 6-20=-290/129, 7-20=-156/163, 7-21=-153/160, 21-22=-154/141, 8-22=-191/129, 8-9=-111/167, 9-10=-98/172, 10-11=0/21 BOT CHORD 2-18=-12/73, 17-18=-100/79, 16-17=-100/79, 15-16=-100/79, 14-15=-100/79, 13-14=-100/79, 12-13=-100/79, 10-12=-100/79 WEBS 7-14=-278/13, 6-15=-546/161, 5-17=-383/86, 8-13=-349/158, 9-12=-270/126, 3-18=-481/102 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2, 114 lb uplift at joint 15, 32 lb uplift at joint 17, 109 lb uplift at joint 13, 79 lb uplift at joint 12, 105 lb uplift at joint 10 and 35 lb uplift at joint 18. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)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 WF60 S I41691873P03Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:06 Page: 1 ID:GcZm?5CKUjb1g564S1BGnazXPZ9-C4a9yGI9RG?Gbadh0dnSpiH5O2beGtFiNaUGONz5PY3 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =3x4 =4x6 =3x4 912 15 14 13 12 11 10 8 73 64 5 0-7-2 18-11-6 0-7-2 -0-7-2 9-2-2 18-4-4 9-2-2 9-2-2 18-4-48-1-150-4-138-0-9Scale = 1:52.1 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [8:0-2-1,0-1-8] 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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 70 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 12-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=18-4-4, 8=18-4-4, 10=18-4-4, 11=18-4-4, 12=18-4-4, 13=18-4-4, 15=18-4-4 Max Uplift 2=-73 (LC 5), 8=-73 (LC 5), 10=-80 (LC 4), 11=-108 (LC 4), 13=-108 (LC 4), 15=-80 (LC 4) Max Grav 2=68 (LC 4), 8=68 (LC 4), 10=329 (LC 8), 11=432 (LC 8), 12=233 (LC 1), 13=432 (LC 8), 15=329 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-127/107, 3-4=-118/40, 4-5=-184/128, 5-6=-184/128, 6-7=-118/40,7-8=-127/107, 8-9=0/21 BOT CHORD 2-15=-55/101, 14-15=-55/101, 13-14=-55/101, 12-13=-55/101, 11-12=-55/101, 10-11=-55/101, 8-10=-55/101 WEBS 5-12=-154/0, 4-13=-349/158, 3-15=-269/127, 6-11=-349/158, 7-10=-269/127 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)All plates are 2x4 MT20 unless otherwise indicated. 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 73 lb uplift at joint 2, 108 lb uplift at joint 13, 80 lb uplift at joint 15, 108 lb uplift at joint 11, 80 lb uplift at joint 10 and 73 lb uplift at joint 8. 10)This truss is designed in accordance with the 2012 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691874P04Piggyback91WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:06 Page: 1 ID:DXkNZPev?n7w_ds?ZbqiEAzXPYb-C4a9yGI9RG?Gbadh0dnSpiHAl2bwGvFiNaUGONz5PY3 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =3x4 1 72 10 9 8 6 53 4 0-7-2 13-11-11 0-7-2 -0-7-2 6-8-4 13-4-9 6-8-4 6-8-4 13-4-96-0-130-4-90-0-45-11-7Scale = 1:43.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=14-2-14, 2=14-2-14, 6=14-2-14, 7=14-2-14, 8=14-2-14, 9=14-2-14, 10=14-2-14 Max Uplift 1=-45 (LC 8), 7=-45 (LC 8), 8=-104 (LC 4), 10=-104 (LC 4) Max Grav 1=19 (LC 4), 2=180 (LC 8), 6=180 (LC 8), 7=19 (LC 4), 8=383 (LC 8), 9=239 (LC 1), 10=383 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11/42, 2-3=-92/34, 3-4=-166/90, 4-5=-166/90, 5-6=-92/34, 6-7=-11/42 BOT CHORD 2-10=-36/69, 9-10=-36/69, 8-9=-36/69, 6-8=-36/69 WEBS 4-9=-156/0, 3-10=-310/146, 5-8=-310/146 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 45 lb uplift at joint 1, 45 lb uplift at joint 7, 104 lb uplift at joint 10 and 104 lb uplift at joint 8. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)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 WF60 S I41691875P05Piggyback41WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:07 Page: 1 ID:Qi2qcG7oRbtz8S0Fu6r6mKzXSCP-gG8X9cJnCa77CkCtaLJhLwqLyRxy?NNrcEDpwpz5PY2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =3x4 =4x6 =3x4 912 15 14 13 12 11 10 8 3 7 4 6 5 0-7-2 -0-7-2 0-7-2 19-11-14 9-8-6 9-8-6 9-8-6 19-4-12 19-4-128-7-20-4-138-5-12Scale = 1:55.9 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [8:0-2-1,0-1-8] 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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 75 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 12-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-4-12, 8=19-4-12, 10=19-4-12, 11=19-4-12, 12=19-4-12, 14=19-4-12, 15=19-4-12 Max Uplift 2=-34 (LC 5), 8=-34 (LC 5), 10=-80 (LC 4), 11=-108 (LC 4), 14=-108 (LC 4), 15=-80 (LC 4) Max Grav 2=79 (LC 1), 8=79 (LC 1), 10=328 (LC 8), 11=433 (LC 8), 12=233 (LC 1), 14=433 (LC 8), 15=328 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-119/98, 3-4=-117/37, 4-5=-188/135, 5-6=-188/135, 6-7=-117/37,7-8=-119/98, 8-9=0/21 BOT CHORD 2-15=-61/107, 14-15=-61/107, 13-14=-61/107, 12-13=-61/107, 11-12=-61/107, 10-11=-61/107, 8-10=-61/107 WEBS 5-12=-155/0, 4-14=-350/158, 3-15=-263/122, 6-11=-350/158, 7-10=-263/122 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)All plates are 2x4 MT20 unless otherwise indicated. 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 34 lb uplift at joint 2, 108 lb uplift at joint 14, 80 lb uplift at joint 15, 108 lb uplift at joint 11, 80 lb uplift at joint 10 and 34 lb uplift at joint 8. 10)This truss is designed in accordance with the 2012 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691876P06Piggyback71WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:07 Page: 1 ID:BW3HspQUYG0QeIR3sso_HczXSC0-gG8X9cJnCa77CkCtaLJhLwqLURx9?MBrcEDpwpz5PY2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =3x4 =3x4 =3x4 =3x4 1 112 17 16 15 14 13 12 10 3 9 18 21 4 8 19 20657 0-7-2 -0-7-2 0-7-2 19-11-14 2-7-11 11-0-3 8-4-8 8-4-8 8-4-8 19-4-12 19-4-127-5-150-4-130-2-27-2-77-2-70-2-27-4-9Scale = 1:50.1 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-2-1,0-1-8] 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 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 73 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-4-12, 10=19-4-12, 12=19-4-12, 13=19-4-12, 14=19-4-12, 16=19-4-12, 17=19-4-12 Max Uplift 2=-35 (LC 7), 10=-35 (LC 7), 12=-90 (LC 6), 13=-78 (LC 6), 16=-78 (LC 6), 17=-90 (LC 6) Max Grav 2=180 (LC 18), 10=180 (LC 18), 12=485 (LC 26), 13=541 (LC 26), 14=301 (LC 17), 16=541 (LC 26), 17=485 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-155/96, 3-18=-296/0, 4-18=-86/12, 4-19=-278/72, 5-19=-141/90,5-6=-152/87, 6-7=-152/87, 7-20=-141/90,8-20=-278/72, 8-21=-86/12, 9-21=-296/0,9-10=-155/96, 10-11=0/24 BOT CHORD 2-17=-56/121, 16-17=-56/121, 15-16=-56/121, 14-15=-56/121, 13-14=-56/121, 12-13=-56/121, 10-12=-56/121 WEBS 6-14=-223/0, 4-16=-458/128, 3-17=-425/133, 8-13=-458/128, 9-12=-425/133 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2, 35 lb uplift at joint 10, 78 lb uplift at joint 16, 90 lb uplift at joint 17, 78 lb uplift at joint 13 and 90 lb uplift at joint 12. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)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 WF60 S I41691877P07Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:07 Page: 1 ID:gKnDT1g5Iw?oV7psO?88yKzXSAP-gG8X9cJnCa77CkCtaLJhLwqKXRx6?LVrcEDpwpz5PY2 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 1212 17 16 15 14 13 11 18 10 21 3 20541996 87 0-7-2 -0-7-2 0-7-2 19-11-14 1-5-2 11-7-5 1-9-1 10-2-4 2-4-13 8-5-2 6-0-5 6-0-5 7-9-6 19-4-12 19-4-127-0-00-4-130-2-20-2-25-2-155-2-150-2-25-5-11-3-76-8-80-2-26-10-10Scale = 1:57.2 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [4:0-2-0,Edge], [5:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-0,Edge], [11:0-2-1,0-1-8] 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 0.47 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 0.26 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 70 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.): 4-5, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=19-4-12, 11=19-4-12, 13=19-4-12, 14=19-4-12, 15=19-4-12, 17=19-4-12 Max Uplift 11=-35 (LC 7), 13=-99 (LC 6), 14=-54 (LC 6), 15=-5 (LC 6), 17=-120 (LC 6) Max Grav 2=347 (LC 22), 11=178 (LC 22), 13=528 (LC 34), 14=504 (LC 34), 15=368 (LC 21), 17=657 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-18=-207/84, 3-18=-121/205, 3-4=-155/12, 4-19=-65/0, 5-19=-65/0,5-6=-20/76, 6-7=-136/33, 7-8=-72/36,8-9=-142/41, 9-20=-51/123, 20-21=-85/31,10-21=-183/21, 10-11=-175/179, 11-12=0/24 BOT CHORD 2-17=-110/159, 16-17=-110/159, 15-16=-110/159, 14-15=-110/159, 13-14=-110/159, 11-13=-110/159 WEBS 3-17=-515/168, 6-15=-297/53, 9-14=-417/103, 10-13=-453/141 NOTES 1)Wind: ASCE 7-10; 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 andright 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 11, 120 lb uplift at joint 17, 5 lb uplift at joint 15, 54 lb uplift at joint 14 and 99 lb uplift at joint 13. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)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 WF60 S I41691878P08Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:08 Page: 1 ID:hhQLJ5iPG1ikCBpBtLA3vFzXS94-8SivNxKQzuF_qun482qwu7MRprECknB?ruzMSFz5PY1 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =3x4 =2x4 =2x4 =3x6 =3x4 =6x6 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1112 16 15 14 13 12 10 19 941735 718 86 0-7-2 -0-7-2 0-7-2 19-11-14 1-9-1 7-10-5 2-4-13 6-1-4 3-8-7 3-8-7 6-0-15 13-11-4 5-5-8 19-4-12 19-4-125-0-120-4-130-2-20-2-23-3-113-3-110-2-23-5-131-3-74-9-40-2-24-11-6Scale = 1:42.7 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [5:0-3-0,0-0-15], [6:0-3-7,Edge], [8:0-2-0,Edge], [10:0-2-1,0-1-8] 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 0.37 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 66 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, 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=19-4-12, 10=19-4-12, 12=19-4-12, 13=19-4-12, 14=19-4-12, 16=19-4-12 Max Horiz 2=0 (LC 7) Max Uplift 12=-77 (LC 6), 13=-22 (LC 6), 14=-11 (LC 6), 16=-79 (LC 6) Max Grav 2=283 (LC 22), 10=233 (LC 22), 12=545 (LC 34), 13=580 (LC 21), 14=413 (LC 21), 16=481 (LC 34) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-156/133, 3-4=-46/19, 4-17=-24/31, 5-17=-23/34, 5-6=-37/97, 6-18=-29/40, 7-18=-30/38, 7-8=-31/38, 8-9=-140/43, 9-19=-75/153, 10-19=-121/75, 10-11=0/24 BOT CHORD 2-16=-71/105, 15-16=-71/105, 14-15=-71/105, 13-14=-81/107, 12-13=-81/107, 10-12=-81/107 WEBS 4-16=-365/123, 6-14=-336/60, 7-13=-500/72, 9-12=-445/118 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 79 lb uplift at joint 16, 11 lb uplift at joint 14, 22 lb uplift at joint 13 and 77 lb uplift at joint 12. 11)This truss is designed in accordance with the 2012 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 WF60 S I41691879P09Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:08 Page: 1 ID:mwT9IHv7jmJYBZSPkLzWyKzXS7W-8SivNxKQzuF_qun482qwu7MTNrFjkoj?ruzMSFz5PY1 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =3x4 =3x4 =3x6 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1212 17 16 15 14 13 11 43 18 105 7 819 206 9 0-7-2 19-11-14 0-7-2 -0-7-2 1-3-10 1-3-10 1-9-1 5-5-8 2-4-13 3-8-7 3-0-11 19-4-12 10-10-8 16-4-1 19-4-123-0-120-4-130-2-20-2-21-3-111-3-110-2-21-5-131-3-72-9-40-2-22-11-6Scale = 1:40.1 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [4:0-3-0,0-0-15], [6:0-2-0,Edge], [9:0-2-0,Edge], [11:0-2-1,0-1-8] 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 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=19-4-12, 11=19-4-12, 13=19-4-12, 14=19-4-12, 15=19-4-12, 17=19-4-12 Max Uplift 2=-19 (LC 6), 11=-9 (LC 6), 13=-28 (LC 6), 14=-28 (LC 6), 15=-21 (LC 6), 17=-40 (LC 6) Max Grav 2=248 (LC 22), 11=187 (LC 22), 13=349 (LC 34), 14=579 (LC 21), 15=498 (LC 21), 17=519 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-146/3, 3-4=-46/6, 4-18=-26/105, 5-18=-17/126, 5-6=-153/45,6-19=-55/31, 7-19=-57/31, 7-8=-55/30,8-20=-57/31, 9-20=-54/31, 9-10=-132/41,10-11=-91/98, 11-12=0/24 BOT CHORD 2-17=-21/51, 16-17=-21/51, 15-16=-21/51, 14-15=-21/51, 13-14=-21/51, 11-13=-21/51 WEBS 5-17=-390/90, 7-15=-435/67, 8-14=-492/78, 10-13=-263/67 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 2, 9 lb uplift at joint 11, 40 lb uplift at joint 17, 21 lb uplift at joint 15, 28 lb uplift at joint 14 and 28 lb uplift at joint 13. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 14)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 WF60 S I41691880P10Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:09 Page: 1 ID:yCrj9YhL6wqhK8Bgrj6_PKzXS5D-8SivNxKQzuF_qun482qwu7MTvrFxkqI?ruzMSFz5PY1 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =4x9 =3x6 =3x4 =3x6 =3x4 =3x6 =4x9 1212 16 15 14 13 11 103567894 0-7-2 -0-7-2 0-7-2 17-7-1 0-7-14 16-11-15 0-7-14 0-7-14 6-11-0 16-4-0 8-9-2 9-5-0 16-11-151-0-120-4-130-2-20-9-40-9-40-2-20-11-6Scale = 1:36.3 Plate Offsets (X, Y):[4:0-2-4,0-2-0], [9:0-2-4,0-2-0] 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 0.34 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 0.11 Horiz(TL)0.01 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 42 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.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=16-11-15, 11=16-11-15, 13=16-11-15, 14=16-11-15, 16=16-11-15 Max Uplift 2=-13 (LC 6), 11=-13 (LC 6), 13=-29 (LC 6), 14=-29 (LC 6), 16=-29 (LC 6) Max Grav 2=246 (LC 17), 11=246 (LC 17), 13=616 (LC 17), 14=508 (LC 17), 16=616 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-358/53, 3-4=-339/50, 4-5=-303/43, 5-6=-300/42, 6-7=-300/42,7-8=-300/42, 8-9=-303/43, 9-10=-339/50,10-11=-358/53, 11-12=0/22 BOT CHORD 2-16=-29/300, 15-16=-29/300, 14-15=-29/300, 13-14=-29/300, 11-13=-29/300 WEBS 6-14=-441/73, 5-16=-513/84, 8-13=-513/84 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 13 lb uplift at joint 2, 29 lb uplift at joint 14, 29 lb uplift at joint 16, 29 lb uplift at joint 13 and 13 lb uplift at joint 11. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691881P11Piggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:09 Page: 1 ID:JiiTLu9owvk9V8g9dPI8VZzXS4c-cfFHaHK2kBNrS2MGilL9QLveYFbpTHj83Yiw?hz5PY0 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x8 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 9 8 7 6 1 5 11 3102 4 0-3-7 12-1-11 2-9-3 5-7-1 2-9-15 2-9-15 6-3-3 11-10-4 12-1-116-6-143-8-150-1-150-3-80-3-86-1-66-4-140-1-156-6-14Scale = 1:47.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.28 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=12-1-11, 7=12-1-11, 8=12-1-11, 9=12-1-11 Max Horiz 9=-7 (LC 6) Max Uplift 7=-114 (LC 6), 9=-82 (LC 6) Max Grav 6=228 (LC 17), 7=591 (LC 25), 8=436 (LC 16), 9=296 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-258/107, 1-2=-219/132, 2-10=-116/126, 3-10=-116/125, 3-4=-116/126, 4-11=-127/137, 5-11=-233/117, 5-6=-169/141 BOT CHORD 8-9=-34/58, 7-8=-34/58, 6-7=-34/58 WEBS 3-8=-353/0, 5-7=-488/155 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for thisdesign. 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 82 lb uplift at joint 9 and 114 lb uplift at joint 7. 10)This truss is designed in accordance with the 2012 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 sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691882PAPiggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:09 Page: 1 ID:j1v2PS4AvaIkZvakGoyU7IzXSPN-cfFHaHK2kBNrS2MGilL9QLvfsFcUTE883Yiw?hz5PY0 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =2x4 =4x6 =2x4 =2x4 =2x4 =3x4 7 6 5 4 1 3 2 0-3-7 12-1-11 4-2-8 4-2-8 7-7-12 11-10-4 12-1-117-11-73-8-150-3-80-3-87-7-157-11-7Scale = 1:51.6 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 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 49 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 No.2 *Except* 5-3:2x4 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=12-1-11, 5=12-1-11, 6=12-1-11, 7=12-1-11 Max Horiz 7=-7 (LC 4) Max Uplift 5=-161 (LC 4), 7=-126 (LC 4) Max Grav 4=132 (LC 7), 5=466 (LC 7), 6=292 (LC 1), 7=256 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-222/150, 1-2=-193/179, 2-3=-206/187, 3-4=-80/72 BOT CHORD 6-7=-28/52, 5-6=-28/52, 4-5=-28/52 WEBS 2-6=-208/45, 3-5=-374/204 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 7 and 161 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss ConnectionDetail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691883PBPiggyback11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:10 Page: 1 ID:M__S5UBN5865JhUiVz9MgvzXSQW-cfFHaHK2kBNrS2MGilL9QLvgRFcTTFD83Yiw?hz5PY0 June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 5 2 6 4 3 0-6-5 6-4-11 0-6-5 -0-6-5 2-11-3 2-11-3 2-11-3 5-10-6 5-10-63-5-80-4-150-0-43-4-2Scale = 1:30.7 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 0.17 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 0.03 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 21 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)1=6-7-12, 2=6-7-12, 4=6-7-12, 5=6-7-12, 6=6-7-12 Max Uplift 1=-255 (LC 8), 2=-211 (LC 4), 4=-211 (LC 4), 5=-255 (LC 8) Max Grav 1=163 (LC 4), 2=466 (LC 8), 4=466 (LC 8), 5=163 (LC 4), 6=177 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-102/176, 2-3=-111/37, 3-4=-111/37, 4-5=-102/176 BOT CHORD 2-6=-28/48, 4-6=-28/48 WEBS 3-6=-93/5 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 255 lb uplift at joint 1, 255 lb uplift at joint 5, 211 lb uplift at joint 2 and 211 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss ConnectionDetail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691884PCPiggyback21WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:10 Page: 1 ID:8EnI6COvN1fUrlcW_Jyl6FzXRs6-4rpfodLgVVVi3CxSFTsOzYSs5fy7CkLHICSTX8z5PY? June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 Sheet Front 1 Ply =2x4 =3x6 =2x4 =2x4 =4x6 =4x9 =2x4 =2x4 =3x6 =2x4 7110 9 81211 62 3 5 4 0-11-4 8-1-12 0-11-4 -0-11-4 3-7-4 3-7-4 3-7-4 7-2-8 3-7-4 3-7-4 3-7-4 7-2-84-11-70-10-64-5-10Scale = 1:34.3 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 0.17 Vert(LL)0.00 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)-0.01 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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=0-3-8, 10=0-3-8 Max Uplift 8=-67 (LC 4), 10=-67 (LC 4) Max Grav 8=345 (LC 8), 10=345 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/77, 2-3=-260/25, 3-4=-218/64, 4-5=-218/64, 5-6=-260/25, 6-7=0/77, 2-10=-310/84, 6-8=-310/84 BOT CHORD 9-10=-17/108, 8-9=-17/108 WEBS 4-9=-30/136, 2-11=-26/88, 9-11=-35/96, 9-12=-35/96, 6-12=-26/88, 3-11=-47/37, 5-12=-47/37 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 10 and 67 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691885R01Common Structural Gable 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:10 Page: 1 ID:2eBhiyjguNCN7EAZbx9bOUzXSgd-4rpfodLgVVVi3CxSFTsOzYSs1fy0CieHICSTX8z5PY? June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =4x6 =4x6 =2x4 =4x6 =2x8 51 2 8 7 6 4 3 0-11-4 8-1-12 0-11-4 -0-11-4 3-7-4 3-7-4 3-7-4 7-2-8 3-7-4 3-7-4 3-7-4 7-2-84-11-70-10-64-5-10Scale = 1:34.3 Plate Offsets (X, Y):[2:0-1-9,0-0-13], [4:0-1-9,0-0-13] 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 0.29 Vert(LL)0.00 4-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)-0.01 4-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 -- 2-3-11, Right 2x6 SPF No.2 -- 2-3-11 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=0-3-8, 4=0-3-8 Max Uplift 2=-63 (LC 4), 4=-63 (LC 4) Max Grav 2=353 (LC 8), 4=353 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-275/25, 3-4=-275/25, 4-5=0/39 BOT CHORD 2-8=0/124, 7-8=0/124, 6-7=0/124, 4-6=0/124 WEBS 3-7=0/166 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 2 and 63 lb uplift at joint 4. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691886R02Common Structural Gable 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:10 Page: 1 ID:Pb?algmojvrgD?3WOUlm5YzXSgY-4rpfodLgVVVi3CxSFTsOzYSqCfysCjhHICSTX8z5PY? June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =4x6 =4x6 =2x4 =4x6 =2x8 1 6 5 4 3 2 3-7-4 3-7-4 3-7-4 7-2-8 3-7-4 3-7-4 3-7-4 7-2-80-10-64-5-10Scale = 1:32.4 Plate Offsets (X, Y):[1:0-3-7,0-0-13], [3:0-1-9,0-0-13] 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 0.30 Vert(LL)0.00 3-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)-0.01 3-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 -- 2-3-11, Right 2x6 SPF No.2 -- 2-3-11 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=0-3-7, 3=0-3-7 Max Uplift 1=-30 (LC 4), 3=-30 (LC 4) Max Grav 1=321 (LC 7), 3=321 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-274/28, 2-3=-274/28 BOT CHORD 1-6=0/130, 5-6=0/130, 4-5=0/130, 3-4=0/130 WEBS 2-5=0/166 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1 and 30 lb uplift at joint 3. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691887R03Common11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:10 Page: 1 ID:bXk0msXh6yftfXoR0WsIbdzXSfa-4rpfodLgVVVi3CxSFTsOzYSq?fysCjhHICSTX8z5PY? June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 8.49 12 =2x8 =3x4 =2x4 1 5 4 2 3 1-3-14 -1-3-14 1-7-1 1-7-1 0-2-4 1-7-1 1-4-13 1-4-132-5-00-10-61-8-50-3-8Scale = 1:30.1 Plate Offsets (X, Y):[5:0-4-12,0-1-0] 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 0.22 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 5-2:2x4 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 6-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-4-10 Max Horiz 5=61 (LC 5) Max Uplift 4=-65 (LC 6), 5=-95 (LC 4) Max Grav 4=30 (LC 4), 5=260 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/85, 2-3=-36/28, 3-4=-23/54, 2-5=-226/102 BOT CHORD 4-5=-23/28 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 5 and 65 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691888R04Monopitch21WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:11 Page: 1 ID:Eb0YOMbaAbTpTOPLmFnPK3zXSSa-Z1N2?zMIGpdZhMWepANdWm_023JBxB_RXsB13az5PY_ June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =2x4 =2x4 1 5 4 2 3 0-1-12 0-1-12 0-11-4 -0-11-4 1-0-12 1-2-8 0-1-8 1-2-8 1-1-0 1-1-02-6-110-10-61-9-60-3-8Scale = 1:38.7 Plate Offsets (X, Y):[5:0-4-4,0-1-0] 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 0.14 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 7 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 1-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4=0-1-8, 5=0-3-8 Max Horiz 5=45 (LC 5) Max Uplift 4=-46 (LC 6), 5=-65 (LC 4) Max Grav 4=19 (LC 5), 5=191 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/77, 2-3=-54/103, 3-4=-63/58 BOT CHORD 4-5=-45/0 WEBS 2-5=-184/122 NOTES 1)Wind: ASCE 7-10; 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 andright exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 bottomchord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 5 and 46 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691889R05Monopitch31WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:11 Page: 1 ID:ishesyQswnA1F?AbJEWaddzXSRV-Z1N2?zMIGpdZhMWepANdWm_1J3ISxBGRXsB13az5PY_ June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =4x6 =4x9 =4x9 =2x4 =3x4 =5x9 =3x4 =3x4 =4x6 =3x8 =2x8 12 11 10 9 8 7 6 5 4 312 1-4-4 23-4-4 6-1-13 6-1-13 6-1-13 12-3-9 4-4-7 22-0-0 5-4-0 17-7-9 6-0-1 12-1-13 6-1-13 6-1-13 9-10-3 22-0-0 1-11-011-7-7Scale = 1:71.6 Plate Offsets (X, Y):[3:0-7-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.24 8-9 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.66 Vert(TL)-0.59 8-9 >439 180 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 142 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-1:2x4 SPF-S 1650F 1.6E, 8-6,5-8:2x4 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.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-12, 2-11, 3-11 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Horiz 12=-92 (LC 4) Max Uplift 8=-96 (LC 4), 12=-80 (LC 4) Max Grav 8=971 (LC 8), 12=865 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-817/138, 1-2=-454/181, 2-3=-454/181, 3-4=-696/177, 4-5=-799/136, 5-6=-211/147, 6-7=0/106, 6-8=-276/166 BOT CHORD 11-12=-102/238, 10-11=0/430, 9-10=0/430, 8-9=0/495 WEBS 1-11=-73/749, 2-11=-428/95, 3-11=-181/4, 3-9=-11/361, 5-9=-199/174, 5-8=-746/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 12 and 96 lb uplift at joint 8. 7)This truss is designed in accordance with the 2012 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 WF60 S I41691890TPiggyback Base 2 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:11 Page: 1 ID:3g2usHgCg_phvJkdAI0n1hzXRRw-Z1N2?zMIGpdZhMWepANdWm_vw39Mx?wRXsB13az5PY_ June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 7-7-11 7-7-116-4-66-4-6Scale = 1:39.6 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 0.52 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 0.09 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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=7-7-11, 4=7-7-11, 5=7-7-11 Max Horiz 1=13 (LC 4) Max Uplift 5=-133 (LC 4) Max Grav 1=109 (LC 1), 4=104 (LC 1), 5=453 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-92/111, 2-3=-122/76, 3-4=-78/0 BOT CHORD 1-5=-81/88, 4-5=-81/88 WEBS 2-5=-364/186 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 133 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691891V01Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:11 Page: 1 ID:_HEpOc8jaKl65jdPjtqIaDz5QcZ-Z1N2?zMIGpdZhMWepANdWm_xN3IzxAZRXsB13az5PY_ June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =2x4 =2x4 1 3 2 5-2-14 5-2-144-4-64-4-6Scale = 1:29.9 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 0.79 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-2-14, 3=5-2-14 Max Horiz 1=9 (LC 4) Max Uplift 1=-18 (LC 4), 3=-26 (LC 4) Max Grav 1=213 (LC 7), 3=207 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/72, 2-3=-160/54 BOT CHORD 1-3=-56/60 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 18 lb uplift at joint1 and 26 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691892V02Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:12 Page: 1 ID:t2UKE_BDeZGYZKxAyjuEk3z5QcV-Z1N2?zMIGpdZhMWepANdWm_t93DKxB_RXsB13az5PY_ June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1012 =2x4 =2x4 =2x4 1 3 2 2-10-1 2-10-12-4-62-4-6Scale = 1:22.2 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 0.17 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-10-1, 3=2-10-1 Max Horiz 1=5 (LC 5) Max Uplift 1=-9 (LC 4), 3=-13 (LC 4) Max Grav 1=104 (LC 7), 3=101 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-35/35, 2-3=-78/26 BOT CHORD 1-3=-27/30 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 9 lb uplift at joint 1and 13 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691893V03Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:12 Page: 1 ID:Hd9Ts?D6xUe6QofldrSxMhz5QcS-1ExQDJNw16lQJV5rNuus2zXCZSeWgeEalVxaa0z5PXz June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x8 =2x8 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 11 10 9 8 7 12 1 62 4 53 1-9-15 1-9-15 3-5-7 11-0-3 5-8-14 7-6-13 11-0-33-5-71-7-80-1-150-3-80-3-82-11-153-3-70-1-153-5-7Scale = 1:38.5 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 0.48 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 36 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=11-0-3, 8=11-0-3, 9=11-0-3, 10=11-0-3, 11=11-0-3 Max Horiz 11=-3 (LC 6) Max Uplift 7=-9 (LC 6), 8=-35 (LC 6), 9=-32 (LC 6), 10=-7 (LC 6), 11=-30 (LC 5) Max Grav 7=146 (LC 17), 8=338 (LC 25), 9=547 (LC 16), 10=222 (LC 25), 11=190 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-94/18, 1-2=-128/28, 2-3=-170/68, 3-4=-105/63, 4-5=-105/63, 5-6=-170/68, 6-12=-85/35, 7-12=-134/0 BOT CHORD 10-11=-11/87, 9-10=-11/87, 8-9=-11/87, 7-8=-11/87 WEBS 2-10=-179/44, 4-9=-461/83, 6-8=-260/71 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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 bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 11, 9 lb uplift at joint 7, 7 lb uplift at joint 10, 32 lb uplift at joint 9 and 35 lb uplift at joint 8. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691894V07Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:12 Page: 1 ID:6p3?fkapcEWs9yxibeJXdozXRMt-1ExQDJNw16lQJV5rNuus2zX7iSdegcEalVxaa0z5PXz June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 =3x4 =2x46 51 7 8 32 4 2-4-14 5-10-5 3-5-7 3-5-7 3-5-7 9-3-11 9-3-113-5-70-1-152-11-153-3-70-1-153-5-7Scale = 1:29 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 0.17 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 IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 27 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, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=9-3-11, 5=9-3-11, 6=9-3-11 Max Uplift 1=-61 (LC 6), 5=-61 (LC 6) Max Grav 1=431 (LC 17), 5=431 (LC 17), 6=286 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-454/83, 2-7=-318/96, 2-3=-262/106, 3-4=-262/106, 4-8=-318/96, 5-8=-454/83 BOT CHORD 1-6=-13/234, 5-6=-13/234 WEBS 3-6=-175/11 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 1 and 61 lb uplift at joint 5. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691895V08Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:12 Page: 1 ID:lJCFTO6LoFbO_zSDpx6NYazXRNU-1ExQDJNw16lQJV5rNuus2zX8zSdEgeUalVxaa0z5PXz June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =4x6 =2x4 1 4 3 2 2-11-14 5-11-11 2-11-14 2-11-14 5-11-112-11-142-8-6Scale = 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 0.24 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 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-11-11, 3=5-11-11, 4=5-11-11 Max Uplift 1=-33 (LC 4), 3=-33 (LC 4) Max Grav 1=147 (LC 7), 3=147 (LC 7), 4=177 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/33, 2-3=-88/33 BOT CHORD 1-4=-8/27, 3-4=-8/27 WEBS 2-4=-111/21 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 33 lb uplift at joint1 and 33 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691896V09Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:12 Page: 1 ID:tGRJ3DsAkoyNzkLA41ESB9zXRNp-1ExQDJNw16lQJV5rNuus2zXBLSeCgeqalVxaa0z5PXz June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x4 =2x4 1 3 2 1-3-14 2-7-11 1-3-14 1-3-14 2-7-111-3-141-0-6Scale = 1:22.6 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-7-11, 3=2-7-11 Max Uplift 1=-9 (LC 4), 3=-9 (LC 4) Max Grav 1=87 (LC 7), 3=87 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/18, 2-3=-61/18 BOT CHORD 1-3=0/29 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 9 lb uplift at joint 1 and 9 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691897V10Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:13 Page: 1 ID:dXOvA8lXs1peOM9S2eaLKFzXRNy-VQVoQfOYnQtHwfg1xbQ5bB4PTs?6P5Tk_9g77Tz5PXy June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.7912 1212 =2x4 =2x4 =4x6 =2x4 =2x45 4 1 3 2 2-9-7 7-5-2 4-7-11 4-7-11 7-5-24-6-111-9-5Scale = 1:33.3 Plate Offsets (X, Y):[2:0-0-0,0-0-0] 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 0.69 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 26 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 7-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=7-5-2, 4=7-5-2, 5=7-5-2 Max Horiz 1=4 (LC 4) Max Uplift 1=-62 (LC 4), 4=-84 (LC 4) Max Grav 1=209 (LC 7), 4=146 (LC 7), 5=298 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-97/72, 2-3=-96/102, 3-4=-133/92 BOT CHORD 1-5=-21/23, 4-5=-21/23 WEBS 2-5=-208/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; 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 62 lb uplift at joint 1 and 84 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691898V11Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:13 Page: 1 ID:4pDQOQEMzpdoUJAVgXY2LgzXR5F-VQVoQfOYnQtHwfg1xbQ5bB4F9s_9P4Ak_9g77Tz5PXy June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.79 12 1212 =2x4 =2x4 =4x6 =2x4 1 4 3 2 2-9-7 5-8-12 2-11-5 2-11-5 5-8-122-10-112-7-3Scale = 1:26.6 Plate Offsets (X, Y):[2:0-0-0,0-0-0] 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 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-8-12, 3=5-8-12, 4=5-8-12 Max Uplift 1=-32 (LC 4), 3=-32 (LC 4) Max Grav 1=141 (LC 7), 3=145 (LC 7), 4=173 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/32, 2-3=-88/33 BOT CHORD 1-4=-8/26, 3-4=-6/28 WEBS 2-4=-109/21 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 32 lb uplift at joint 1 and 32 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691899V12Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:13 Page: 1 ID:vzahfUI7YfOyCEdf1ofSaxzXR59-VQVoQfOYnQtHwfg1xbQ5bB4MHs_WP54k_9g77Tz5PXy June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11.79 12 1212 =2x4 =3x4 =2x4 1 3 2 1-2-11 2-5-11 1-3-0 1-3-0 2-5-111-2-110-11-3Scale = 1:24.8 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 0.02 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-5-11, 3=2-5-11 Max Uplift 1=-8 (LC 4), 3=-8 (LC 4) Max Grav 1=79 (LC 7), 3=79 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-56/16, 2-3=-56/16 BOT CHORD 1-3=0/27 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 8 lb uplift at joint 1 and 8 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691900V13Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:13 Page: 1 ID:GxOaiBMGNB0FJ?VcpLFdH?zXR54-VQVoQfOYnQtHwfg1xbQ5bB4PYs?HP5Tk_9g77Tz5PXy June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 2-10-4 2-10-4 2-10-4 5-8-8 5-8-82-10-42-6-12Scale = 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 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-8-8, 3=5-8-8, 4=5-8-8 Max Uplift 1=-31 (LC 4), 3=-31 (LC 4) Max Grav 1=140 (LC 7), 3=140 (LC 7), 4=168 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-83/31, 2-3=-83/31 BOT CHORD 1-4=-7/26, 3-4=-7/26 WEBS 2-4=-106/20 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 31 lb uplift at joint1 and 31 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691901V14Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:13 Page: 1 ID:FB6h71iYGmt6oRi4CN5214zXSe3-VQVoQfOYnQtHwfg1xbQ5bB4MVs_bP55k_9g77Tz5PXy June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x6 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 11 10 9 6 8 7 1 5 2 4 3 7-4-8 7-4-8 8-1-3 15-5-10 15-5-108-1-30-8-110-3-80-3-87-9-118-1-3Scale = 1:57.9 Plate Offsets (X, Y):[3:0-2-0,Edge], [11:0-4-0,0-1-8] 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 0.21 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 0.14 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 9-6:2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 8-4:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6=15-5-10, 7=15-5-10, 8=15-5-10, 10=15-5-10, 11=15-5-10 Max Horiz 11=-1 (LC 4) Max Uplift 7=-165 (LC 4), 10=-155 (LC 4) Max Grav 6=151 (LC 1), 7=468 (LC 7), 8=197 (LC 1), 10=453 (LC 7), 11=168 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-138/0, 1-2=-125/64, 2-3=-186/112, 3-4=-102/53, 4-5=-185/101, 5-6=-117/78 BOT CHORD 10-11=-64/108, 9-10=-64/108, 8-9=-64/108, 7-8=-64/108, 6-7=-64/108 WEBS 2-10=-353/187, 5-7=-373/207, 4-8=-130/12 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 155 lb uplift at joint 10 and 165 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691902V15Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:14 Page: 1 ID:93GENdR5PXEcUgpjXXLVOmzXR3h-zc3Ad?OAYk08YpFDUJxK7OcWMGIS8WTtDpQhfvz5PXx June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x4 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 =3x4 51 8 7 6 2 4 3 6-5-3 12-10-5 6-5-3 6-5-3 12-10-56-5-36-1-11Scale = 1:44.1 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 0.18 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 0.10 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 49 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)1=12-10-5, 5=12-10-5, 6=12-10-5, 7=12-10-5, 8=12-10-5 Max Uplift 6=-137 (LC 4), 7=-26 (LC 5), 8=-137 (LC 4) Max Grav 1=135 (LC 1), 5=135 (LC 1), 6=412 (LC 7), 7=118 (LC 4), 8=412 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-92/90, 2-3=-135/93, 3-4=-135/93, 4-5=-92/90 BOT CHORD 1-8=-70/96, 7-8=-70/96, 6-7=-70/96, 5-6=-70/96 WEBS 2-8=-318/170, 4-6=-318/170, 3-7=-91/47 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 8, 137 lb uplift at joint 6 and 26 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691903V16Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:14 Page: 1 ID:oM_mvjacaDkvwWk1E3ZJtIzXR3V-zc3Ad?OAYk08YpFDUJxK7OcXvGJz8XBtDpQhfvz5PXx June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x476 51 2 4 3 4-9-3 9-6-5 4-9-3 4-9-3 9-6-54-9-34-5-11Scale = 1:36.5 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 0.36 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 0.09 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 33 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 9-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=9-6-5, 5=9-6-5, 6=9-6-5, 7=9-6-5 Max Uplift 1=-15 (LC 5), 5=-15 (LC 5), 6=-125 (LC 4), 7=-125 (LC 4) Max Grav 1=94 (LC 4), 5=94 (LC 4), 6=373 (LC 7), 7=373 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-155/231, 2-3=-17/40, 3-4=-17/40, 4-5=-155/231 BOT CHORD 1-7=-151/152, 6-7=-151/152, 5-6=-151/152 WEBS 2-7=-303/151, 4-6=-303/151 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 15 lb uplift at joint 1, 15 lb uplift at joint 5, 125 lb uplift at joint 7 and 125 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691904V17Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:14 Page: 1 ID:ZvToaTheiglnulLZikiBC_zXR3N-zc3Ad?OAYk08YpFDUJxK7OcU0GJv8XFtDpQhfvz5PXx June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =4x6 =2x4 1 4 3 2 3-1-3 6-2-5 3-1-3 3-1-3 6-2-53-1-32-9-11Scale = 1:27.4 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 0.27 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 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 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=6-2-5, 3=6-2-5, 4=6-2-5 Max Uplift 1=-34 (LC 4), 3=-34 (LC 4) Max Grav 1=153 (LC 7), 3=153 (LC 7), 4=185 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-92/34, 2-3=-92/34 BOT CHORD 1-4=-8/28, 3-4=-8/28 WEBS 2-4=-116/22 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 34 lb uplift at joint1 and 34 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691905V18Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:14 Page: 1 ID:_U9wCUjW?b7MlC38NtGuqczXR3K-zc3Ad?OAYk08YpFDUJxK7OcVVGJX8YHtDpQhfvz5PXx June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x4 =2x4 1 3 2 1-5-3 1-5-3 1-5-3 2-10-5 2-10-51-5-31-1-11Scale = 1:23 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-10-5, 3=2-10-5 Max Uplift 1=-10 (LC 4), 3=-10 (LC 4) Max Grav 1=97 (LC 7), 3=97 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/20, 2-3=-68/20 BOT CHORD 1-3=0/32 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691906V19Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:15 Page: 1 ID:O3r3rWlOHWVwcgoj2?pbSFzXR3H-zc3Ad?OAYk08YpFDUJxK7OcZ6GJ58YjtDpQhfvz5PXx June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 8-1-3 8-1-38-1-38-1-3Scale = 1:46.9 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 0.52 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-1-3, 4=8-1-3, 5=8-1-3 Max Horiz 1=17 (LC 4) Max Uplift 5=-187 (LC 4) Max Grav 1=106 (LC 1), 4=122 (LC 1), 5=512 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-131/141, 2-3=-154/100, 3-4=-91/0 BOT CHORD 1-5=-103/112, 4-5=-103/112 WEBS 2-5=-417/244 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 187 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691907V20Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:15 Page: 1 ID:H5c?Fh0aLz8yduvlnvhWogzXR2y-RpdYrLPpJ18?AzpQ20SZgc9cFgfftzy1ST9EBLz5PXw June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-5-3 6-5-36-5-36-5-3Scale = 1:39.8 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)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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 28 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 10-0-0 oc bracing. REACTIONS (size)1=6-5-3, 4=6-5-3, 5=6-5-3 Max Horiz 1=14 (LC 4) Max Uplift 4=-28 (LC 5), 5=-159 (LC 4) Max Grav 1=118 (LC 1), 4=65 (LC 4), 5=419 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/110, 2-3=-131/103, 3-4=-58/40 BOT CHORD 1-5=-83/90, 4-5=-83/90 WEBS 2-5=-341/205 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 28 lb uplift at joint 4 and 159 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691908V21Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:15 Page: 1 ID:d3PuIP3iAWnEjgnjaSHhVkzXR2t-RpdYrLPpJ18?AzpQ20SZgc9c2ge8t_K1ST9EBLz5PXw June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 4-9-3 4-9-34-9-34-9-3Scale = 1:31.4 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 0.70 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 4-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-9-3, 3=4-9-3 Max Horiz 1=10 (LC 4) Max Uplift 1=-15 (LC 4), 3=-25 (LC 4) Max Grav 1=195 (LC 7), 3=187 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/72, 2-3=-145/51 BOT CHORD 1-3=-61/66 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 15 lb uplift at joint1 and 25 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691909V22Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:15 Page: 1 ID:toSIBUAM2HvyJ2zRcrxoMdzXR2k-RpdYrLPpJ18?AzpQ20SZgc9aYgbRt?z1ST9EBLz5PXw June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 3-1-3 3-1-33-1-33-1-3Scale = 1:24.9 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 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-1-3, 3=3-1-3 Max Horiz 1=6 (LC 4) Max Uplift 1=-9 (LC 4), 3=-15 (LC 4) Max Grav 1=119 (LC 7), 3=114 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-44/44, 2-3=-88/31 BOT CHORD 1-3=-37/40 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 9 lb uplift at joint 1and 15 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691910V23Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:15 Page: 1 ID:HN7QpVDELCIXAWi0H_VV_GzXR2h-RpdYrLPpJ18?AzpQ20SZgc9higfpt?z1ST9EBLz5PXw June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 2.12 12 =2x8 =4x6 =2x4 =2x8 1 5 4 3 7 6 2 3-9-2 8-10-8 5-1-6 5-1-6 8-10-80-5-120-8-111-4-10Scale = 1:21.2 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 0.76 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 0.06 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 22 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. REACTIONS (size)1=8-10-8, 4=8-10-8, 5=8-10-8 Max Horiz 1=6 (LC 7) Max Uplift 1=-50 (LC 6), 4=-42 (LC 6), 5=-51 (LC 6) Max Grav 1=198 (LC 11), 4=134 (LC 9), 5=375 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-27/11, 2-6=-1/26, 2-7=-11/23, 3-7=-21/19, 3-4=-112/55 BOT CHORD 1-5=-6/7, 4-5=-6/7 WEBS 2-5=-263/118 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)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 50 lb uplift at joint 1, 42 lb uplift at joint 4 and 51 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691911V24Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:16 Page: 1 ID:PtQLYyNOHBwhDVCWYCEY0?zXR2U-v?Ax2hQR4LGsn7OccjzoDpikH4_xcSJAg7vojnz5PXv June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x10 =2x4 =2x4 =3x4 =2x4 =2x4 =2x8 =4x6 1 10 9 8 7 2 3 4 5 6 1-4-4 -1-4-4 9-1-0 9-1-0 9-1-010-10-30-11-910-0-90-3-8Scale = 1:66 Plate Offsets (X, Y):[7: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 0.53 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 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 4-1:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 8-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS (size)7=9-1-0, 8=9-1-0, 9=9-1-0, 10=9-1-0 Max Horiz 10=88 (LC 4) Max Uplift 7=-171 (LC 5), 8=-119 (LC 4), 9=-206 (LC 4) Max Grav 7=158 (LC 4), 8=347 (LC 8), 9=500 (LC 8), 10=246 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-10=-205/0, 1-2=0/106, 2-3=-139/140, 3-4=-141/62, 4-5=-85/93, 5-6=-124/106, 6-7=-12/33 BOT CHORD 9-10=-128/139, 8-9=-128/139, 7-8=-128/139 WEBS 3-9=-397/238, 5-8=-200/8 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 171 lb uplift at joint 7, 206 lb uplift at joint 9 and 119 lb uplift at joint 8. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691912V25Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:16 Page: 1 ID:?OunBXFJf7R2GPeHJhoQLPzXRM0-v?Ax2hQR4LGsn7OccjzoDpinv4z0cQRAg7vojnz5PXv June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 8-4-9 8-4-98-4-98-4-9Scale = 1:48.1 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 0.54 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 0.13 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS (size)1=8-4-9, 4=8-4-9, 5=8-4-9 Max Horiz 1=17 (LC 4) Max Uplift 5=-193 (LC 4) Max Grav 1=103 (LC 1), 4=132 (LC 1), 5=533 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-139/147, 2-3=-160/100, 3-4=-99/0 BOT CHORD 1-5=-106/116, 4-5=-106/116 WEBS 2-5=-434/253 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 193 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691913V26Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:16 Page: 1 ID:uRfjbjVUia54HelJ2bgLiqzXRLh-v?Ax2hQR4LGsn7OccjzoDpinh4_kcQ7Ag7vojnz5PXv June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 6-8-9 6-8-96-8-96-8-9Scale = 1:41 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 0.16 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 29 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 10-0-0 oc bracing. REACTIONS (size)1=6-8-9, 4=6-8-9, 5=6-8-9 Max Horiz 1=14 (LC 4) Max Uplift 4=-15 (LC 5), 5=-162 (LC 4) Max Grav 1=117 (LC 1), 4=62 (LC 1), 5=430 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-95/115, 2-3=-133/101, 3-4=-52/30 BOT CHORD 1-5=-86/94, 4-5=-86/94 WEBS 2-5=-351/210 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 15 lb uplift at joint 4 and 162 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691914V27Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:17 Page: 1 ID:79i7Uoc7bLDos0x24_LSZkzXRLY-NBkJG0R3rfOjPHzoARU1l1ExiTKbLunJvneLGEz5PXu June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 31 2 5-0-9 5-0-95-0-9Scale = 1:31.9 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 0.80 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.38 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 IBC2012/TPI2007 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-0-9, 3=5-0-9 Max Horiz 1=11 (LC 4) Max Uplift 1=-16 (LC 4), 3=-27 (LC 4) Max Grav 1=208 (LC 7), 3=200 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/77, 2-3=-154/54 BOT CHORD 1-3=-65/70 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 16 lb uplift at joint1 and 27 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691915V28Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:17 Page: 1 ID:XkNG7pe?uGbNjUfdl6u9BMzXRLV-NBkJG0R3rfOjPHzoARU1l1EuRTH8LvTJvneLGEz5PXu June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 3 1 2 3-4-9 3-4-93-4-93-4-9Scale = 1:26 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 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 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 3-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-4-9, 3=3-4-9 Max Horiz 1=7 (LC 4) Max Uplift 1=-10 (LC 4), 3=-17 (LC 4) Max Grav 1=132 (LC 7), 3=127 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-49/49, 2-3=-98/34 BOT CHORD 1-3=-41/45 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 10 lb uplift at joint1 and 17 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691916V29Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:17 Page: 1 ID:yJ3OlrhuAB_xaxOCQFSsp?zXRLS-NBkJG0R3rfOjPHzoARU1l1E0GTKrLvTJvneLGEz5PXu June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =5x9 =6x6 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =MT18HS 7x10 =5x6 11 10 9 8 7 1 2 3 4 56 8-5-8 8-5-814-8-86-3-014-8-814-3-7Scale = 1:76.8 Plate Offsets (X, Y):[5:0-4-4,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 0.61 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)n/a -n/a 999 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horiz(TL)-0.36 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 93 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7, 3-9, 4-8 REACTIONS (size)6=8-5-8, 7=8-5-8, 8=8-5-8, 9=8-5-8, 10=8-5-8, 11=8-5-8 Max Horiz 11=25 (LC 4) Max Uplift 6=-844 (LC 4), 7=-812 (LC 5), 8=-34 (LC 4), 10=-668 (LC 4), 11=-249 (LC 5) Max Grav 6=733 (LC 5), 7=964 (LC 4), 8=212 (LC 7), 9=159 (LC 1), 10=607 (LC 5), 11=463 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-160/53, 1-2=-135/75, 2-3=-134/121, 3-4=-220/219, 4-5=-137/131, 5-6=-599/518, 5-7=-803/675 BOT CHORD 10-11=-174/186, 9-10=-174/186, 8-9=-174/186, 7-8=-174/186 WEBS 3-9=-191/116, 2-10=-286/313, 4-8=-150/77 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are MT20 plates unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 249 lb uplift at joint 11, 844 lb uplift at joint 6, 812 lb uplift at joint 7, 668 lb uplift at joint 10 and 34 lb uplift at joint 8. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691917V30Valley21WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:17 Page: 1 ID:fWBcQ4?qpUN6J5yOVQRCPhzXRL1-NBkJG0R3rfOjPHzoARU1l1ExJTALLqMJvneLGEz5PXu June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 Sheet Front1 Ply =2x4 =3x6 =2x4 =2x4 =2x4 =3x6 =2x8 =2x4 7 6 1 2 3 9 8 4 5 2-8-12 5-3-8 0-11-4 -0-11-4 0-5-8 5-9-0 2-6-12 2-6-12 5-9-012-1-86-4-812-1-8Scale = 1:67.1 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 0.45 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 0.25 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 59 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6:2x6 SPF No.2, 6-2:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 JOINTS 1 Brace at Jt(s): 9 REACTIONS (size)6=5-9-0, 7=5-9-0 Max Horiz 7=65 (LC 4) Max Uplift 6=-96 (LC 4) Max Grav 6=208 (LC 1), 7=314 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/77, 2-3=-200/118, 3-4=-24/107, 4-5=-6/98, 6-8=-167/24, 5-8=-113/24, 2-7=-265/23 BOT CHORD 6-7=-117/35 WEBS 2-6=0/139, 3-9=-223/200, 8-9=-223/200, 4-9=-92/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 12.0 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)Truss to be fully sheathed from one face or securelybraced 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 96 lb uplift at joint 6. 10)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691918V31Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:18 Page: 1 ID:dIxvGWgulz7ImNr25sHeZAzXRB8-rOIhTMRhcyWZ1QY?j8?GIEn8Ztfw4JrT8ROuogz5PXt June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x6 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 9 8 7 6 1 2 3 4 5 0-11-4 -0-11-4 5-9-0 5-9-0 2-0-0 2-0-0 3-9-0 5-9-011-1-65-4-611-1-6Scale = 1:66.4 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 0.48 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 0.19 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P 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 *Except* 5-6:2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 7-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS (size)6=5-9-0, 7=5-9-0, 8=5-9-0, 9=5-9-0 Max Horiz 9=65 (LC 4) Max Uplift 6=-94 (LC 5), 7=-87 (LC 4), 8=-460 (LC 4), 9=-46 (LC 5) Max Grav 6=137 (LC 4), 7=206 (LC 8), 8=323(LC 5), 9=322 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/77, 2-3=-61/45, 3-4=-137/116, 4-5=-201/205, 5-6=-130/105, 2-9=-313/60 BOT CHORD 8-9=-109/14, 7-8=-149/162, 6-7=-149/162 WEBS 3-8=-186/76, 4-7=-167/110, 2-8=-119/436 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 12.0 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)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 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 6, 46 lb uplift at joint 9, 460 lb uplift at joint 8 and 87 lb uplift at joint 7. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691919V32Monopitch11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:18 Page: 1 ID:Uuz?ZO44qQV1w4lgM8whCLzXRDC-rOIhTMRhcyWZ1QY?j8?GIEn85tif4KpT8ROuogz5PXt June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =MT18HS 5x10=5x9 =2x4 =2x4 =3x4 =2x4 =2x4 =3x8 =3x4 10 9 8 7 1 2 3 4 5 6 0-11-4 -0-11-4 9-11-8 9-11-8 9-11-813-8-63-8-1413-8-6Scale = 1:79.3 Plate Offsets (X, Y):[2:0-4-15,Edge], [6:0-1-12,0-1-8] 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 0.84 Vert(LL)n/a -n/a 999 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL)n/a -n/a 999 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-7:2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS (size)7=9-11-8, 8=9-11-8, 9=9-11-8, 10=9-11-8 Max Horiz 10=70 (LC 4) Max Uplift 7=-78 (LC 5), 9=-448 (LC 4), 10=-29 (LC 5) Max Grav 7=32 (LC 1), 8=265 (LC 8), 9=582 (LC 8), 10=210 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-10=-167/6, 1-2=0/77, 2-3=-150/128, 3-4=-186/145, 4-5=-140/172, 5-6=-156/138, 6-7=-22/10 BOT CHORD 9-10=-167/174, 8-9=-167/174, 7-8=-167/174 WEBS 3-9=-444/366, 5-8=-191/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 MT20 plates unless otherwise indicated. 6)The Fabrication Tolerance at joint 2 = 8% 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9)Gable studs spaced at 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 10, 78 lb uplift at joint 7 and 448 lb uplift at joint 9. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691920V33Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:18 Page: 1 ID:4_Zj0oUL5zloyrHqf2dpLQzXRJ7-rOIhTMRhcyWZ1QY?j8?GIEn2TtYp4G9T8ROuogz5PXt June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =4x6 =3x8 =2x4 =2x4 =3x4 =2x4 =2x4 =4x6 =3x8 10 9 8 7 1 2 3 4 5 6 0-11-4 -0-11-4 9-11-8 9-11-8 9-11-812-0-62-0-1412-0-6Scale = 1:68.1 Plate Offsets (X, Y):[2:0-4-0,Edge], [6:0-5-7,Edge], [7: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)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.38 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.28 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 8-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-8 REACTIONS (size)7=9-11-8, 8=9-11-8, 9=9-11-8, 10=9-11-8 Max Horiz 10=70 (LC 4) Max Uplift 7=-107 (LC 5), 8=-67 (LC 4), 9=-315 (LC 4), 10=-16 (LC 5) Max Grav 7=128 (LC 4), 8=326 (LC 8), 9=539 (LC 8), 10=195 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-10=-167/15, 1-2=0/77, 2-3=-168/149, 3-4=-151/79, 4-5=-96/106, 5-6=-140/130, 6-7=-24/11 BOT CHORD 9-10=-152/165, 8-9=-152/165, 7-8=-152/165 WEBS 3-9=-424/303, 5-8=-195/8 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 16 lb uplift at joint 10, 107 lb uplift at joint 7, 315 lb uplift at joint 9 and 67 lb uplift at joint 8. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691921V34Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:18 Page: 1 ID:83O6TU2mZvDveJXwYUzMuqzXRJh-rOIhTMRhcyWZ1QY?j8?GIEn4itdG4IHT8ROuogz5PXt June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x6 =4x6 =3x4 =3x4 =4x6 =3x6 13 12 11 10 1 16 15 14 9 82 3 4 5 6 7 6-11-8 13-5-4 6-5-12 6-5-12 4-11-12 18-5-0 8-3-12 18-5-0 10-1-4 10-1-411-2-120-4-146-3-04-4-26-10-104-4-2Scale = 1:71.4 Plate Offsets (X, Y):[1:0-5-0,0-1-0], [3:0-2-8,Edge], [7:0-2-8,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 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.21 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 100 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 *Except* 12-6,11-8:2x4 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 8-11 REACTIONS (size)1=18-5-0, 9=18-5-0, 10=18-5-0, 11=18-5-0, 12=18-5-0, 13=18-5-0, 14=18-5-0, 15=18-5-0, 16=18-5-0 Max Horiz 1=-111 (LC 4) Max Uplift 1=-95 (LC 4), 9=-190 (LC 4), 13=-66 (LC 5), 14=-230 (LC 4), 15=-58 (LC 5), 16=-82 (LC 4) Max Grav 1=196 (LC 7), 9=193 (LC 5), 10=26 (LC 3), 11=278 (LC 1), 12=289 (LC 1), 13=82 (LC 4), 14=219 (LC 5), 15=269 (LC 1), 16=429 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-147/142, 2-3=-241/247, 3-4=-187/215, 4-5=-187/215, 5-6=-200/231, 6-7=-200/231, 7-8=-242/259, 8-9=-196/218, 9-10=0/0 BOT CHORD 1-16=-75/85, 15-16=-75/85, 14-15=-75/85, 13-14=0/0, 5-14=-157/186, 12-13=-61/68, 11-12=-61/68, 10-11=-61/68 WEBS 2-16=-319/116, 4-15=-205/69, 6-12=-221/87, 8-11=-209/25 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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)Bearing at joint(s) 9, 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 1, 190 lb uplift at joint 9, 230 lb uplift at joint 14, 66 lb uplift at joint 13, 82 lb uplift at joint 16 and 58 lb uplift at joint 15. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 16, 15. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691922V35Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:19 Page: 1 ID:Fl5lUUbxWEQI4TdcJVISLpzXRKH-Kas3hiSJNGeQea7BHsWWqSKLLHzApn2cM57SK6z5PXs June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x4 =2x4 =5x9 =2x4 =2x4 =3x4 =4x6 =2x4 =2x4 =3x6 =2x4109 8 1 12 11 7 62345 6-11-8 12-2-2 5-2-10 5-2-10 4-11-12 17-1-14 8-3-12 17-1-14 8-10-2 8-10-210-3-55-3-95-0-115-0-11Scale = 1:70.1 Plate Offsets (X, Y):[3:0-6-4,0-2-0], [5:0-2-8,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 0.30 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 0.13 Horiz(TL)0.25 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 76 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 *Except* 9-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS (size)1=17-1-14, 7=17-1-14, 8=17-1-14, 9=17-1-14, 10=17-1-14, 11=17-1-14, 12=17-1-14 Max Horiz 1=-135 (LC 4) Max Uplift 1=-143 (LC 4), 7=-216 (LC 4) Max Grav 1=262 (LC 7), 7=247 (LC 7), 8=64 (LC 3), 9=354 (LC 1), 10=65 (LC 3), 11=252 (LC 1), 12=394 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-207/210, 2-3=-202/185, 3-4=-185/210, 4-5=-203/232, 5-6=-212/208, 6-7=-235/248, 7-8=0/0 BOT CHORD 1-12=-55/66, 11-12=-55/66, 10-11=0/0, 4-11=-227/0, 9-10=-37/44, 8-9=-37/44 WEBS 2-12=-274/0, 6-9=-260/0 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s) 7, 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 143 lb uplift at joint 1 and 216 lb uplift at joint 7. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 12. 11)This truss is designed in accordance with the 2012 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 WF60 S I41691923V36Roof Special 1 1WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:19 Page: 1 ID:lD5YB8HhpM11qWF8qfuRnEzXROY-Kas3hiSJNGeQea7BHsWWqSKMkH_ApnzcM57SK6z5PXs June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x4 =3x4 =3x4 =3x6 11 10 9 8 7 1 13 12 6 2 543 7-0-6 7-0-6 8-5-8 15-5-14 7-2-2 7-2-2 8-3-12 15-5-1412-1-13-7-95-0-115-0-11Scale = 1:72 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 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.34 Horiz(TL)0.10 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 83 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 No.2 *Except* 13-2:2x4 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 5-10 REACTIONS (size)1=15-5-14, 7=15-5-14, 8=15-5-14, 9=15-5-14, 10=15-5-14, 11=15-5-14, 12=15-5-14, 13=15-5-14 Max Horiz 1=-140 (LC 4) Max Uplift 1=-156 (LC 4), 7=-152 (LC 4), 9=-135 (LC 4), 10=-251 (LC 4), 11=-152 (LC 5), 12=-422 (LC 5), 13=-97 (LC 4) Max Grav 1=229 (LC 7), 7=195 (LC 7), 8=62 (LC 3), 9=453 (LC 7), 10=388 (LC 5), 11=124 (LC 4), 12=581 (LC 4), 13=413 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-208/228, 2-3=-327/359, 3-4=-93/56, 4-5=-409/469, 5-6=-328/357, 6-7=-174/188, 7-8=0/0 BOT CHORD 1-13=-32/41, 12-13=-32/41, 11-12=0/0, 4-12=-572/452, 10-11=-20/25, 9-10=-20/25, 8-9=-20/25 WEBS 2-13=-319/149, 6-9=-372/199, 5-10=-219/148 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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)Bearing at joint(s) 7, 12 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 156 lb uplift at joint 1, 152 lb uplift at joint 7, 422 lb uplift at joint 12, 152 lb uplift at joint 11, 97 lb uplift at joint 13, 135 lb uplift at joint 9 and 251 lb uplift at joint 10. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 13. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691924V37Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:19 Page: 1 ID:BW3HspQUYG0QeIR3sso_HczXSC0-Kas3hiSJNGeQea7BHsWWqSKNIH_ZpkecM57SK6z5PXs June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =2x4 =2x8 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 11 10 9 8 7 13 121 2 65 43 5-4-6 5-4-6 10-5-1 15-9-7 5-6-2 5-6-2 10-3-5 15-9-710-5-15-0-1110-1-95-0-11Scale = 1:68.4 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 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 63 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 1-12:2x4 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 6-0-0 oc bracing. REACTIONS (size)1=15-9-7, 8=15-9-7, 9=15-9-7, 10=15-9-7, 11=15-9-7, 12=15-9-7, 13=15-9-7 Max Horiz 1=-146 (LC 4) Max Uplift 1=-115 (LC 4), 8=-13 (LC 4), 9=-112 (LC 4), 10=-156 (LC 4), 12=-159 (LC 5), 13=-97 (LC 4) Max Grav 1=41 (LC 5), 8=54 (LC 7), 9=361 (LC 7), 10=446 (LC 7), 11=59 (LC 3), 12=397 (LC 4), 13=416 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-115/162, 2-3=-276/306, 3-4=-126/70, 4-5=-269/341, 5-6=-300/316, 6-7=-162/168, 7-8=-20/64 BOT CHORD 1-13=-18/26, 12-13=-18/26, 11-12=0/0, 4-12=-373/196, 10-11=-6/7, 9-10=-6/7, 8-9=-6/7 WEBS 2-13=-334/155, 6-10=-357/205, 7-9=-294/153 NOTES 1)Wind: ASCE 7-10; 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 andright 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 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)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 1, 159 lb uplift at joint 12, 13 lb uplift at joint 8, 97 lb uplift at joint 13, 156 lb uplift at joint 10 and 112 lb uplift at joint 9. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 13. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691925V38Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:20 Page: 1 ID:BW3HspQUYG0QeIR3sso_HczXSC0-omQRu2Tx8amHGkiNrZ2lNfsYOhLgYC0mblt?sZz5PXr June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =3x4 =3x4 =2x4 =2x8 =2x4 =2x4 =2x4 =3x476 5 4 1 8 3 2 3-8-6 3-8-6 8-9-1 12-5-7 3-10-2 3-10-2 8-7-5 12-5-78-9-15-0-118-5-95-0-11Scale = 1:59.5 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 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 0.17 Horiz(TL)0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 47 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-5:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 1-8:2x4 SPF Stud/ No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=12-5-7, 5=12-5-7, 6=12-5-7, 7=12-5-7, 8=12-5-7 Max Horiz 1=-151 (LC 4) Max Uplift 1=-164 (LC 4), 5=-56 (LC 4), 6=-183 (LC 4), 8=-90 (LC 5) Max Grav 1=239 (LC 7), 5=183 (LC 7), 6=522 (LC 7), 7=54 (LC 3), 8=312 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-213/243, 2-3=-121/65, 3-4=-254/285, 4-5=-111/106 BOT CHORD 1-8=-19/34, 7-8=0/0, 3-8=-291/134, 6-7=-5/6, 5-6=-5/6 WEBS 4-6=-405/230 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 8 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 164 lb uplift at joint 1, 56 lb uplift at joint 5, 90 lb uplift at joint 8 and 183 lb uplift at joint 6. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691926V39Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:20 Page: 1 ID:BW3HspQUYG0QeIR3sso_HczXSC0-omQRu2Tx8amHGkiNrZ2lNfsX5hMzYEamblt?sZz5PXr June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x8 =2x4 =2x4 =2x4 =2x476 5 4 1 8 3 2 2-0-6 2-0-6 7-1-1 9-1-7 2-2-2 2-2-2 6-11-5 9-1-77-1-15-0-116-9-95-0-11Scale = 1:49.6 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 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 0.07 Horiz(TL)0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 2-5:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-8. REACTIONS (size)1=9-1-7, 5=9-1-7, 6=9-1-7, 7=9-1-7, 8=9-1-7 Max Horiz 1=-158 (LC 4) Max Uplift 1=-101 (LC 4), 5=-33 (LC 4), 6=-142 (LC 4), 8=-30 (LC 5) Max Grav 1=126 (LC 5), 5=101 (LC 7), 6=401 (LC 7), 7=63 (LC 3), 8=221 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-112/145, 2-3=-76/46, 3-4=-188/214, 4-5=-61/72 BOT CHORD 1-8=-64/76, 7-8=0/0, 3-8=-200/42, 6-7=-2/5, 5-6=-2/5 WEBS 4-6=-315/184 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 8 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 101 lb uplift at joint 1, 33 lb uplift at joint 5, 30 lb uplift at joint 8 and 142 lb uplift at joint 6. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691927V40Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:20 Page: 1 ID:BW3HspQUYG0QeIR3sso_HczXSC0-omQRu2Tx8amHGkiNrZ2lNfsZyhLTYF3mblt?sZz5PXr June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 5-3-5 5-3-55-3-55-3-5Scale = 1:33.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 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 IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 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 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-3-5, 3=5-3-5 Max Horiz 1=11 (LC 4) Max Uplift 1=-16 (LC 4), 3=-28 (LC 4) Max Grav 1=218 (LC 7), 3=210 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/81, 2-3=-162/57 BOT CHORD 1-3=-68/74 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 16 lb uplift at joint1 and 28 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691928V41Valley11WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:20 Page: 1 ID:c0YMnZ3vv7z?NOmzck6WtfzXRRP-omQRu2Tx8amHGkiNrZ2lNfsUIhIAYGCmblt?sZz5PXr June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 7.5812 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 71 8 62 534 1-1-2 4-4-5 1-0-11 3-3-3 1-0-11 5-5-0 2-2-8 7-7-8 2-2-8 2-2-8 7-7-82-10-81-11-02-2-80-8-02-10-8Scale = 1:35.8 Plate Offsets (X, Y):[2:0-2-0,0-1-1], [3:0-2-0,0-2-4], [5:0-2-0,0-2-4], [6:0-2-0,0-1-1] 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 0.11 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 0.03 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 22 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, 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)1=7-7-8, 7=7-7-8, 8=7-7-8 Max Uplift 1=-80 (LC 6), 7=-80 (LC 6) Max Grav 1=277 (LC 11), 7=277 (LC 11), 8=160 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-295/115, 2-3=-243/127, 3-4=-211/124, 4-5=-211/124, 5-6=-243/127, 6-7=-295/115 BOT CHORD 1-8=-41/162, 7-8=-41/162 WEBS 4-8=-64/66 NOTES 1)Wind: ASCE 7-10; 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 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 80 lb uplift at joint 1 and 80 lb uplift at joint 7. 10)This truss is designed in accordance with the 2012 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 WF60 S I41691929V42Valley21WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:21 Page: 1 ID:Hj?6WySJvd1KYJ4p7dTVhNzXSv9-Gy_q5OUZvtu8uuHZPHZ_wtPl65iHHj3vqPcYP?z5PXq June 17,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1212 =2x4 =2x4 =4x6 =2x4 1 4 3 2 1-9-12 3-7-8 1-9-12 1-9-12 3-7-81-9-121-6-4Scale = 1:22.2 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 0.07 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 0.01 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-7-8, 3=3-7-8, 4=3-7-8 Max Uplift 1=-19 (LC 4), 3=-19 (LC 4) Max Grav 1=82 (LC 7), 3=82 (LC 7), 4=98 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-49/18, 2-3=-49/18 BOT CHORD 1-4=-4/15, 3-4=-4/15 WEBS 2-4=-62/12 NOTES 1)Wind: ASCE 7-10; 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 trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 19 lb uplift at joint1 and 19 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF60 S I41691930V43Valley21WF60 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.33 S May 6 2020 Print: 8.330 S May 6 2020 MiTek Industries, Inc. Wed Jun 17 10:15:21 Page: 1 ID:tEmLh2ACc7aFmrtrdOJm2LzXha9-Gy_q5OUZvtu8uuHZPHZ_wtPlq5jQHjFvqPcYP?z5PXq June 17,2020 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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/CSpacing24" O/CSpacing24" O/CSpacing24" O/CGirder face to be flush with exterior stud wall faceGirderfacetobeflushwithexteriorstudwallfaceGirderfacetobeflushwithinteriorstudwallfaceL03L08L09L10L11L06L07L01L02L04L05HK01K02C14C15B06G26A01A02A03E11E10E09E08E07E06G01G02G03HUS26G04G05G06HUS28J23J22 J2 1 J24J25J20G12G13G14G15G16HUS28G17G18HUS28HUS28G19G20HUS28G21G22G23G24G25J27J13J14J15J05A04A05A06A07A08A10B01B02B03B04B05J09J11J 1 2 J 0 7 A11V31V32J34J34J18J18J18J18J 1 7 J17J1 7 J17C13C12C11C10C09D02C0 4 C04C01C02C03C08C07C06D01J31J32J32R01R03R04R04M09M08M07M06M05M03M02M01MAM A V11V12V13V42V42V43V43V25V26V27V28V29V35V36V37V38V39V40V41V33V34V07V08V09V10V24V15V16V17V18V19V20V21V22V23V14V01V02V03PP07P08P09P10P11PBPAP02P03P01HHUS28-2HUS28NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDHUS26HUS26HUS26HUS26..HUS26HUS26No Soln.NAILEDNAILEDNAILEDNAILEDUndesignedNAILEDNo Soln.NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDUndesignedR05(3)J26(3)G07(2)G08(3)G09(2)G10(2)G11(2)J28(12)J16(7)J16(7)J05(3)A09(2)A10(3)T(2)J10(2)J08(4)V30(2)J35(3)J19(3)J19(3)C05(3)J32(4)R02(2)P(5)P05(4)P06(7)PC(2)P04(9)M04(2)MB(6)1-00-002-00-001-10-0818-00-007-121-04-041-01-122-00-002-00-006-00-002-00-008-082-00-002-00-001-09-006-05-0043-01-004-05-04 2-06-002-02-123-05-121-07-051-10-082-00-002-00-001-10-086-09-1132-00-001-11-042-00-002-00-001-11-041-11-046-00-001-04-021-11-042-00-001-11-041-11-081-11-046-00-001-11-042-00-002-00-003-00-001-01-102-00-002-00-001-11-046-00-00SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINSTCHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to be incorporatedinto the building design at the specification of the building designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for theoverall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of thebuilding designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the TrussPlate Institute,583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222Floor Area: 0Roof Area: 7219.15Hip Lines: 512.02Horizontal OH: 395.54Rake OH: 96.43Valley Lines: 359.25Ridge Lines: 157Sales Rep:WF60 SSubdivision:Order #:Job Name:6/17/2020Designer:Date:Model:Client:WATERFRONT OF WEST CLAYLot #:60Mick HammersleyFALCON BSHOOPMAN HOMESWF60 S