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HomeMy WebLinkAboutGN010.0 - Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. September 28,2020 Johnson, Andrew Pages or sheets covered by this seal: I42989738 thru I42989862 My license renewal date for the state of Indiana is July 31, 2022. WF45 S WF45 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front1 Ply =4x6 24 23 22 21 20 19 18 17 16 15 14 1 13 2 12 3 11 104 95 86 7 1-4-4 -1-4-4 1-4-4 13-4-4 6-0-0 6-0-0 6-0-0 12-0-0 12-0-01-11-07-11-0Scale = 1:48.4 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 0.24 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 0.34 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *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=12-0-0, 15=12-0-0, 16=12-0-0, 17=12-0-0, 18=12-0-0, 19=12-0-0, 20=12-0-0, 21=12-0-0, 22=12-0-0, 23=12-0-0, 24=12-0-0 Max Uplift 14=-134 (LC 4), 15=-83 (LC 6), 16=-37 (LC 4), 17=-66 (LC 4), 18=-10 (LC 4), 19=-122 (LC 5), 20=-10 (LC 4), 21=-66 (LC 4), 22=-37 (LC 4), 23=-83 (LC 6), 24=-134 (LC 4) Max Grav 14=265 (LC 6), 15=147 (LC 5), 16=144 (LC 8), 17=148 (LC 8), 18=130 (LC 8), 19=362 (LC 4), 20=130 (LC 8), 21=148 (LC 8), 22=144 (LC 8), 23=147 (LC 5), 24=265 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-278/196, 1-2=0/106, 2-3=-76/145, 3-4=-33/134, 4-5=-82/187, 5-6=-133/254, 6-7=-163/285, 7-8=-163/285, 8-9=-133/254, 9-10=-82/187, 10-11=-33/134, 11-12=-76/145, 12-13=0/106, 12-14=-278/196 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=-346/149, 6-20=-104/27, 5-21=-121/80, 4-22=-118/59, 3-23=-105/119, 8-18=-104/27, 9-17=-121/80, 10-16=-118/59, 11-15=-105/119 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 134 lb uplift at joint 24, 134 lb uplift at joint 14, 122 lb uplift at joint 19, 10 lb uplift at joint 20, 66 lb uplift at joint 21, 37 lb uplift at joint 22, 83 lb uplift at joint 23, 10 lb uplift at joint 18, 66 lb uplift at joint 17, 37 lb uplift at joint 16 and 83 lb uplift at joint 15. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989738A01Common Supported Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:54 Page: 1 ID:ctKDfKkE8aCqmjOowHorYNyZ7us-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =2x4 =3x6 =4x6 =3x8 =5x6 =2x4 1 7 6 5 42 3 1-6-0 1-6-0 5-10-4 7-4-4 6-0-0 13-4-4 0-1-12 1-6-0 1-4-4 1-4-4 5-10-4 7-4-4 6-0-0 13-4-40-6-121-11-07-11-0Scale = 1:54.6 Plate Offsets (X, Y):[1:0-3-8,Edge], [4:0-2-12,0-1-8] 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 0.49 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.07 5-6 >999 180 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-S BCDL 10.0 Weight: 63 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 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 7=0-3-8 Max Horiz 7=3 (LC 4) Max Uplift 5=-29 (LC 4), 7=-104 (LC 4) Max Grav 5=508 (LC 7), 7=651 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-61/18, 2-3=-450/87, 3-4=-438/80, 4-5=-455/58 BOT CHORD 1-7=-6/92, 6-7=-9/91, 5-6=-13/82 WEBS 3-6=0/194, 4-6=0/130, 2-7=-572/147, 2-6=0/134 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); 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 29 lb uplift at joint 5 and 104 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989739A02Common31WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:56 Page: 1 ID:4KQ0QUyWv6THwUmGz363HAyZ7ua-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =2x4 =3x6 =MT18HS 6x12 =3x8 =3x8 =2x4 1 7 6 5 2 8 493 1-6-0 1-6-0 5-10-4 7-4-4 6-0-0 13-4-4 0-1-12 1-6-0 1-4-4 1-4-4 5-10-4 13-4-4 6-0-0 7-6-07-11-00-6-127-8-140-2-27-8-147-8-140-2-27-11-0Scale = 1:53.9 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-9-14,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)-0.03 5-6 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.07 5-6 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.22 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 No.2 *Except* 7-2,2-6:2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. 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=14 (LC 6) Max Uplift 5=-56 (LC 6), 7=-108 (LC 6) Max Grav 5=693 (LC 13), 7=924 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/51, 2-8=-611/70, 3-8=-339/92, 3-9=-307/125, 4-9=-311/125, 4-5=-640/95 BOT CHORD 1-7=-7/154, 6-7=-21/149, 5-6=-89/102 WEBS 3-6=-225/61, 4-6=-32/376, 2-7=-851/161,2-6=-24/224 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)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 5 and 108 lb uplift at joint 7. 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 WF45 S I42989740A03Half Hip 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:56 Page: 1 ID:8Dqhac8wNjM9DnP8LjtaOKyZ7uL-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =2x4 =3x6 =MT18HS 10x12 =10x10 =3x8 =3x4 1 7 6 5 2 8 493 1-6-0 1-6-0 4-0-0 13-4-4 7-10-4 9-4-4 0-1-12 1-6-0 1-4-4 1-4-4 4-0-0 13-4-4 7-10-4 9-4-49-11-00-6-129-8-140-2-29-8-149-8-140-2-29-11-0Scale = 1:62.7 Plate Offsets (X, Y):[1:0-3-8,Edge], [3:0-9-4,0-2-0] 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 0.74 Vert(LL)-0.07 6-7 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL)-0.18 6-7 >795 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 83 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-4:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-2:2x4 SPF Stud/ No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-6, 2-6 REACTIONS (size)5=0-3-8, 7=0-3-8 Max Horiz 7=18 (LC 6) Max Uplift 5=-53 (LC 6), 7=-101 (LC 6) Max Grav 5=588 (LC 13), 7=998 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-237/0, 2-8=-669/93, 3-8=-189/99, 3-9=-294/150, 4-9=-296/150, 4-5=-567/96 BOT CHORD 1-7=-61/381, 6-7=-80/375, 5-6=-119/131 WEBS 3-6=-337/48, 4-6=-48/548, 2-7=-899/208, 2-6=-266/197 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)The Fabrication Tolerance at joint 3 = 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 53 lb uplift at joint 5 and 101 lb uplift at joint 7. 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 WF45 S I42989741A04Half Hip 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:56 Page: 1 ID:zejOPTQMynFuUJgZC2ozqAyZ7u_-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =2x4 =3x4 =7x12 =3x4 =4x6 =2x4 1 7 6 5 2 8 493 1-6-0 1-6-0 3-10-4 5-4-4 8-0-0 13-4-4 0-1-12 1-6-0 1-4-4 1-4-4 5-9-6 7-3-6 6-0-14 13-4-45-11-00-6-125-8-140-2-25-8-145-8-140-2-25-11-0Scale = 1:44.4 Plate Offsets (X, Y):[1:0-3-8,Edge], [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 0.89 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 Vert(TL)-0.08 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.51 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 68 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-4:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-9 max.): 3-4. 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=10 (LC 6) Max Uplift 5=-58 (LC 6), 7=-116 (LC 6) Max Grav 5=769 (LC 13), 7=816 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-58/117, 2-8=-242/86, 3-8=-130/135, 3-9=-316/82, 4-9=-326/81, 4-5=-713/92 BOT CHORD 1-7=-3/43, 6-7=0/325, 5-6=-56/69 WEBS 3-6=-117/105, 4-6=0/343, 2-7=-461/164,3-7=-575/0 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)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 58 lb uplift at joint 5 and 116 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989742A05Half Hip 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:56 Page: 1 ID:91PzH2lwMOnwrdpyrwIXy4yZ7tY-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =5x6 =3x4 =3x4 =4x6 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED THJA26 NAILED NAILED NAILED NAILED NAILED 1 7 6 16 17 5 14 15 8 3 12 13 4111092 3-4-4 3-4-4 5-0-0 8-4-4 5-0-0 13-4-4 0-1-12 1-6-0 1-4-4 1-4-4 5-9-6 7-3-6 6-0-14 13-4-43-11-00-6-123-8-140-2-23-8-143-8-140-2-23-11-0Scale = 1:41.2 Plate Offsets (X, Y):[1:0-2-2,0-1-8], [2:0-3-9,0-2-8] 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 0.66 Vert(LL)0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(TL)-0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.69 Horiz(TL)0.01 5 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 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-15 max.): 2-4. 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=6 (LC 21) Max Uplift 5=-427 (LC 6), 7=-390 (LC 6) Max Grav 5=912 (LC 17), 7=866 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-141/62, 2-8=-139/255, 2-9=-805/406, 9-10=-807/406, 10-11=-808/406, 3-11=-812/405, 3-12=-61/56, 12-13=-61/56, 4-13=-61/56, 4-5=-264/50 BOT CHORD 1-7=-81/143, 7-14=-119/379, 14-15=-119/379, 6-15=-119/379, 6-16=-282/789, 16-17=-282/789, 5-17=-282/789 WEBS 2-7=-702/220, 2-6=-256/484, 3-6=-200/98, 3-5=-963/388 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)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 427 lb uplift at joint 5 and 390 lb uplift at joint 7. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 3-4-10 from the left end to connect truss(es) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 5=-6 (B), 14=-15 (B) Job Truss Truss Type Qty Ply WF45 S I42989743A06Half Hip Girder 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:57 Page: 1 ID:IL8Hd4wN8gsYNq_2aQpg2WyZ7cY-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =3x4 =5x6 =4x6 =3x8 =2x4 =5x6 =3x4 =4x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 13 22 23 12 24 11 25 10 26 27 9 28 29 8 1 7 2 6 2114 2015 417 1816 193 5 1-4-4 -1-4-4 1-4-4 23-4-4 6-0-0 17-0-0 6-0-0 11-0-0 5-0-0 5-0-0 5-0-0 22-0-0 4-10-4 4-10-4 4-10-4 22-0-0 6-1-12 17-1-12 6-1-12 11-0-06-11-01-11-00-2-26-8-146-8-140-2-26-11-0Scale = 1:54.7 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-0,0-1-12] 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 0.53 Vert(LL)-0.02 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)-0.05 10-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.22 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 255 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 10-3,10-5:2x4 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=0-3-8, 13=0-3-8 Max Uplift 8=-674 (LC 6), 13=-673 (LC 6) Max Grav 8=2070 (LC 26), 13=2070 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-14=-1908/564, 14-15=-1742/557, 3-15=-1687/572, 3-16=-1890/633, 16-17=-1891/633, 4-17=-1895/633, 4-18=-1895/633, 18-19=-1891/633, 5-19=-1890/633, 5-20=-1687/572, 20-21=-1742/557, 6-21=-1908/565, 6-7=0/129, 2-13=-1917/587, 6-8=-1917/588 BOT CHORD 13-22=-20/168, 22-23=-20/168, 12-23=-20/168, 12-24=-214/1191, 11-24=-214/1191, 11-25=-214/1191, 10-25=-214/1191, 10-26=-214/1191, 26-27=-214/1191, 9-27=-214/1191, 9-28=-20/168, 28-29=-20/168, 8-29=-20/168 WEBS 3-12=-104/195, 3-10=-256/892, 4-10=-1045/314, 5-10=-256/892, 5-9=-104/195, 2-12=-212/1094, 6-9=-212/1094 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)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 673 lb uplift at joint 13 and 674 lb uplift at joint 8. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60,8-13=-20 Concentrated Loads (lb) Vert: 3=-70 (F), 5=-70 (F), 12=-29 (F), 10=-29 (F),4=-70 (F), 9=-29 (F), 14=-163 (F), 15=-58 (F),16=-70 (F), 17=-70 (F), 18=-70 (F), 19=-70 (F),20=-58 (F), 21=-163 (F), 22=-49 (F), 23=-121 (F), 24=-29 (F), 25=-29 (F), 26=-29 (F), 27=-29 (F), 28=-121 (F), 29=-49 (F) Job Truss Truss Type Qty Ply WF45 S I42989744B01Hip Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:58 Page: 1 ID:faTbFbBByRdQ0CgHs2Cqy9yZ7cC-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x12 =3x8 =5x6 =3x6 =3x4 =5x6 =3x8 =4x12 =2x8 12 11 10 9 8 1 7 2 6 13 16 414 153 5 1-4-4 -1-4-4 1-4-4 23-4-4 4-0-0 15-0-0 4-0-0 11-0-0 7-0-0 7-0-0 7-0-0 22-0-0 6-10-4 6-10-4 6-10-4 22-0-0 8-3-8 15-1-128-11-01-11-00-2-28-8-148-8-140-2-28-11-0Scale = 1:58.2 Plate Offsets (X, Y):[2:0-5-12,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-5-12,0-1-8] 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)-0.08 9-11 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(TL)-0.21 9-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horiz(TL)0.02 8 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-S 1650F 1.6E *Except* 3-5:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 12-2,8-6:2x6 SPF No.2, 11-2,9-6:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-9 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 4-9, 4-11 REACTIONS (size)8=0-3-8, 12=0-3-8 Max Uplift 8=-109 (LC 6), 12=-109 (LC 6) Max Grav 8=1360 (LC 18), 12=1360 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-13=-1122/81, 3-13=-866/132, 3-14=-663/158, 4-14=-666/158, 4-15=-666/158, 5-15=-663/158, 5-16=-866/132, 6-16=-1122/81, 6-7=0/136, 2-12=-1303/141, 6-8=-1303/141 BOT CHORD 11-12=-31/298, 10-11=0/740, 9-10=0/740, 8-9=-31/298 WEBS 3-11=0/300, 5-9=0/300, 2-11=0/547, 6-9=0/547, 4-9=-316/28, 4-11=-316/28 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 109 lb uplift at joint 12 and 109 lb uplift at joint 8. 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 WF45 S I42989745B02Hip11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:59 Page: 1 ID:xIEhJ62bKFfu6cv0ob?Zb7yZ7dh-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x6 =3x4 =4x6 =3x4 =5x6 =3x6 =5x6 =3x8 =4x6 =3x4 =3x6 =2x8 15 14 13 12 11 1 10 16 2129 83 741720 18 195 6 1-4-4 23-4-4 1-4-4 -1-4-4 2-4-7 4-6-0 4-0-0 13-0-0 2-1-9 2-1-9 4-6-0 9-0-0 4-6-3 17-6-3 4-5-13 22-0-0 4-3-8 13-1-12 8-10-4 8-10-4 8-10-4 22-0-010-11-01-11-00-2-210-8-1410-8-140-2-210-11-0Scale = 1:71.3 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 0.44 Vert(LL)-0.17 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.56 Vert(TL)-0.42 14-15 >619 180 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horiz(TL)0.03 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 135 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 15-2,15-4,11-9:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-9 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, 4-15, 7-11 REACTIONS (size)11=0-3-8, 15=0-3-8 Max Uplift 11=-102 (LC 6), 15=-102 (LC 6) Max Grav 11=1473 (LC 18), 15=1473 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=0/77, 2-16=0/106, 2-3=-331/151, 3-4=-150/171, 4-17=-1113/150, 5-17=-1085/189, 5-18=-698/178, 18-19=-698/178, 6-19=-698/178, 6-20=-1086/189, 7-20=-1113/150, 7-8=-148/171, 8-9=-326/152, 9-21=0/106, 10-21=0/77, 2-15=-451/188, 9-11=-446/188 BOT CHORD 14-15=0/763, 13-14=0/625, 12-13=0/625, 11-12=0/763 WEBS 5-14=-49/358, 5-12=-101/103, 6-12=-49/359, 4-15=-1151/0, 4-14=-283/161, 7-12=-282/161, 7-11=-1158/0 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 102 lb uplift at joint 15 and 102 lb uplift at joint 11. 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 WF45 S I42989746B03Hip11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:59 Page: 1 ID:?jiCbtdKoIryV89RAOO24SyZ7cw-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =3x4 =2x4 =3x8 =3x4 =4x6 =2x4 =3x8 =3x4 =4x6 =2x4 14 13 12 11 10 1 9 2 8 73 4 6 5 1-4-4 -1-4-4 1-4-4 23-4-4 5-4-4 11-0-0 5-4-4 16-4-4 5-7-12 5-7-12 5-7-12 22-0-0 5-7-12 5-7-12 5-7-12 22-0-0 10-8-8 16-4-41-11-012-11-0Scale = 1:77.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [8:0-2-12,0-1-8] 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 0.41 Vert(LL)-0.27 11-13 >967 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(TL)-0.69 11-13 >376 180 TCDL 10.0 Rep Stress Incr YES WB 0.45 Horiz(TL)0.01 10 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* 14-2,13-2,10-8,11-8:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13 REACTIONS (size)10=0-3-8, 14=0-3-8 Max Uplift 10=-97 (LC 4), 14=-97 (LC 4) Max Grav 10=1006 (LC 8), 14=1006 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-940/80, 3-4=-765/104, 4-5=-1102/334, 5-6=-1102/334, 6-7=-765/104, 7-8=-940/80, 8-9=0/106, 2-14=-977/112, 8-10=-977/112 BOT CHORD 13-14=-24/68, 12-13=0/366, 11-12=0/366, 10-11=-24/68 WEBS 5-11=-197/590, 6-11=-503/260, 5-13=-197/590, 4-13=-503/260, 2-13=0/514, 8-11=0/514 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 97 lb uplift at joint 14 and 97 lb uplift at joint 10. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989747B04Common41WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:22:59 Page: 1 ID:tVxjQEhrrXLNzlSCPDS_FIyZ7cs-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =3x4 =2x4 =3x8 =3x4 =4x6 =2x4 =3x8 =3x4 =4x6 =2x4 13 12 11 10 9 1 2 8 73 4 6 5 1-4-4 -1-4-4 5-4-4 11-0-0 5-4-4 16-4-4 5-7-12 5-7-12 5-7-12 22-0-0 5-7-12 5-7-12 5-7-12 22-0-0 10-8-8 16-4-41-11-012-11-0Scale = 1:77.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [8:0-2-12,0-1-8] 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 0.41 Vert(LL)-0.27 10-12 >967 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(TL)-0.69 10-12 >376 180 TCDL 10.0 Rep Stress Incr YES WB 0.47 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-2,12-2,9-8,10-8:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 5-12 REACTIONS (size)9=0-3-8, 13=0-3-8 Max Horiz 13=65 (LC 4) Max Uplift 9=-51 (LC 4), 13=-95 (LC 4) Max Grav 9=950 (LC 11), 13=1009 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-943/79, 3-4=-768/103, 4-5=-1105/333, 5-6=-1116/335, 6-7=-768/94, 7-8=-943/68, 2-13=-980/111, 8-9=-922/65 BOT CHORD 12-13=-54/46, 11-12=0/368, 10-11=0/368, 9-10=-8/45 WEBS 5-10=-198/606, 6-10=-520/276, 5-12=-198/589, 4-12=-504/261, 2-12=0/517, 8-10=0/519 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 95 lb uplift at joint 13 and 51 lb uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989748B05Common41WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:00 Page: 1 ID:ESkcUykzg3zg4WLABn29yMyZ7cn-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 7.512=2x4 =3x8 =5x9 =2x4 =4x6 =2x4 =5x9 =3x8 =2x4 811 1 7 2 6109 53 4 1-4-4 13-11-4 1-4-4 -1-4-4 2-1-7 6-3-8 2-1-7 8-4-15 4-2-1 12-7-0 4-2-1 4-2-1 0-3-8 0-3-8 0-3-8 12-7-0 3-8-13 12-3-8 3-8-13 4-0-5 4-6-7 8-6-111-11-08-2-82-4-0Scale = 1:54.3 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [6:0-3-7,0-1-8], [9:0-5-4,0-2-8], [10:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)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 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 74 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)8=12-7-0, 9=12-7-0, 10=12-7-0, 11=12-7-0 Max Uplift 8=-98 (LC 4), 11=-98 (LC 4) Max Grav 8=243 (LC 1), 9=389 (LC 8), 10=389 (LC 8), 11=243 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-82/99, 3-4=-124/125, 4-5=-124/125, 5-6=-82/99, 6-7=0/106, 2-11=-214/101, 6-8=-214/101 BOT CHORD 10-11=-44/64, 9-10=-102/223, 8-9=-44/64 WEBS 4-9=-77/50, 5-9=-315/155, 4-10=-77/50, 3-10=-315/155, 2-10=-115/163, 6-9=-115/163 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 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)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 11 and 98 lb uplift at joint 8. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 9. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989749C01Roof Special Supported Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:00 Page: 1 ID:??De9hr_nW_X1lyifSB1G2yZ7cf-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 7.512 =2x4 =3x8 =5x9 =2x4 =4x6 =2x4 =5x9 =3x8 =2x4 710 1 2 698 53 4 1-4-4 -1-4-4 2-1-7 6-3-8 2-1-7 8-4-15 4-2-1 12-7-0 4-2-1 4-2-1 0-3-8 0-3-8 0-3-8 12-7-0 3-8-13 12-3-8 3-8-13 4-0-5 4-6-7 8-6-111-11-08-2-82-4-0Scale = 1:52.1 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [6:0-3-7,Edge], [8:0-5-4,0-2-8], [9:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)-0.02 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)-0.05 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.04 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 72 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)7= Mechanical, 10=0-3-8 Max Horiz 10=67 (LC 4) Max Uplift 7=-39 (LC 4), 10=-83 (LC 4) Max Grav 7=538 (LC 8), 10=600 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-676/40, 3-4=-742/167, 4-5=-760/175, 5-6=-681/30, 2-10=-566/126, 6-7=-511/54 BOT CHORD 9-10=-50/68, 8-9=0/264, 7-8=-11/71 WEBS 4-8=-116/495, 5-8=-313/180, 4-9=-112/468, 3-9=-295/155, 2-9=0/380, 6-8=0/379 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)Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 10 and 39 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989750C02Roof Special 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:00 Page: 1 ID:3rW0dFoEh?5agW8S2VXel?yZ7Uy-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 7.512 =2x4 =3x6 =5x9 =2x4 =4x6 =2x4 =5x9 =3x6 =2x4 69 1 587 42 3 2-1-7 6-3-8 2-1-7 8-4-15 4-2-1 4-2-1 4-2-1 12-7-0 0-3-8 0-3-8 0-3-8 12-7-0 3-8-13 12-3-8 3-8-13 4-0-5 4-6-7 8-6-111-11-08-2-82-4-0Scale = 1:52.1 Plate Offsets (X, Y):[7:0-5-4,0-2-8], [8:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)-0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)-0.05 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.04 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)6= Mechanical, 9=0-3-8 Max Uplift 6=-36 (LC 4), 9=-36 (LC 4) Max Grav 6=543 (LC 10), 9=543 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-689/25, 2-3=-769/171, 3-4=-769/171, 4-5=-689/25, 1-9=-516/52, 5-6=-516/52 BOT CHORD 8-9=-11/71, 7-8=0/270, 6-7=-11/71 WEBS 3-7=-117/497, 4-7=-314/181, 3-8=-117/497, 2-8=-314/181, 1-8=0/386, 5-7=0/386 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)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 36 lb uplift at joint 9 and 36 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989751C03Roof Special 6 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:00 Page: 1 ID:YOiWgfrARQwN?kj_4Z4pE8yZ7Tc-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. =3x6 =4x9 =12x12 =2x4 =4x9 =3x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 6 7 8 9 510 11 12 4 1 2 3 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 6-3-8 6-3-8 12-7-05-0-05-0-0Scale = 1:46 Plate Offsets (X, Y):[5:0-6-0,0-7-12] 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 0.56 Vert(LL)-0.07 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(TL)-0.13 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.66 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E WEBS 2x4 SPF Stud/No.3 *Except* 5-1,5-3:2x4 SPF No.2 BRACING TOP CHORD 2-0-0 oc purlins (5-7-10 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 6= Mechanical Max Uplift 4=-21 (LC 4), 6=-25 (LC 4) Max Grav 4=5081 (LC 1), 6=5633 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-3306/69, 1-2=-4368/72, 2-3=-4368/72, 3-4=-3310/70 BOT CHORD 6-7=-36/77, 7-8=-36/77, 8-9=-36/77, 5-9=-36/77, 5-10=-39/74, 10-11=-39/74, 11-12=-39/74, 4-12=-39/74 WEBS 1-5=-11/5332, 2-5=-397/180, 3-5=-11/5339 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 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)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 25 lb uplift at joint 6 and 21 lb uplift at joint 4. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent at 1-11-4 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. 11)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 6-0-12 oc max. starting at 2-7-0 from the left end to 10-7-12 to connect truss(es) to back face of bottom chord. 12)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-7-12 from the left end to 6-7-12 to connect truss(es) to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1790 (B), 8=-1795 (B), 9=-1190 (B), 10=-1190 (B), 11=-1898 (B), 12=-1868 (B) Job Truss Truss Type Qty Ply WF45 S I42989752C04Roof Special Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:01 Page: 1 ID:gCPbn5CPLSR5Z75QUA5hJUyZ5ip-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 7.8412 4.5712 =2x4 =3x6 =4x6 =4x6 =3x4 =3x4 =4x12 =4x6 =3x8 =4x9 =3x4 =4x12 =3x4 =4x6 =3x4 =3x6 =2x4 NAILED SpecialSpecialSpecialSpecial NAILED NAILED NAILED NAILED NAILED NAILED NAILED 18 1716 15 14 13 12 11 101 2 9 3 82120194756 0-4-15 0-11-15 8-3-8 1-2-12 9-6-4 1-2-13 7-3-8 1-4-4 -1-4-4 2-5-14 12-0-2 2-5-14 6-0-12 3-6-14 3-6-14 3-6-14 15-7-0 0-8-7 8-1-12 1-2-12 9-4-8 1-2-13 7-5-4 2-5-14 11-10-6 2-5-14 6-2-8 3-8-10 3-8-10 3-8-10 15-7-07-7-01-11-05-5-145-5-141-7-87-1-60-5-107-7-0Scale = 1:77 Plate Offsets (X, Y):[3:0-5-0,0-2-0], [4:0-6-0,0-1-14], [6:0-5-4,0-2-0], [7:0-6-0,0-1-14], [8:0-5-0,0-2-0] 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 0.13 Vert(LL)0.01 13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)-0.01 13 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.12 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 283 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-18. REACTIONS (size)10=0-3-8, 18=0-3-8 Max Horiz 18=66 (LC 6) Max Uplift 10=-303 (LC 6), 18=-347 (LC 6) Max Grav 10=1047 (LC 12), 18=1106 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-958/345, 3-19=-913/366, 4-19=-855/374, 4-5=-810/360, 5-6=-747/342, 6-7=-810/359, 7-20=-870/375, 20-21=-877/369, 8-21=-917/360, 8-9=-962/334, 2-18=-1063/364, 9-10=-1005/317 BOT CHORD 17-18=-32/17, 16-17=-32/17, 15-16=-130/561, 14-15=-134/618, 13-14=-131/618, 12-13=-134/620, 11-12=-130/570, 10-11=0/39 WEBS 3-16=-177/22, 3-15=-9/214, 4-15=-71/31, 4-14=-5/62, 5-14=-42/93, 6-14=-17/37, 6-13=-35/76, 7-13=-19/54, 7-12=-68/48, 8-12=-9/214, 8-11=-171/42, 2-16=-108/607, 9-11=-149/600 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)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 347 lb uplift at joint 18 and 303 lb uplift at joint 10. 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) 170 lb down and 46 lb up at 6-0-12, 179 lb down and 59 lb up at 7-3-8, and 179 lb down and 59 lb up at 8-3-8, and 170 lb down and 46 lb up at 9-6-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 10-18=-20 Concentrated Loads (lb) Vert: 5=-93 (B), 6=-93 (B), 7=-66 (B), 15=-27 (B), 4=-66 (B), 14=-36 (B), 13=-36 (B), 12=-27 (B) Job Truss Truss Type Qty Ply WF45 S I42989753D01Roof Special Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:01 Page: 1 ID:K4GP60uHPmho?q57i7RmchyZ5V0-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =8x8 =3x6 =4x6 =4x9 =8x8 =3x4 8 7 6 5 1 42 3 1-4-4 -1-4-4 7-9-8 15-7-0 7-9-8 7-9-8 7-9-8 15-7-0 7-9-8 7-9-81-11-09-8-8Scale = 1:59.7 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 0.95 Vert(LL)-0.07 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.17 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: 77 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)5=0-3-8, 8=0-3-8 Max Horiz 8=66 (LC 4) Max Uplift 5=-40 (LC 4), 8=-84 (LC 4) Max Grav 5=668 (LC 8), 8=729 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-610/108, 3-4=-597/100, 2-8=-660/122, 4-5=-600/78 BOT CHORD 7-8=-113/214, 6-7=-113/214, 5-6=-42/159 WEBS 3-6=0/291, 2-6=-53/227, 4-6=-1/155 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)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)The Fabrication Tolerance at joint 4 = 0%, joint 2 = 0% 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 84 lb uplift at joint 8 and 40 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989754D02Common41WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:01 Page: 1 ID:r?9bjt8EnoyztQYbUbWRCCyZ7TE-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =MT18HS 5x10 =4x6 =10x10 =6x8 =4x9 =10x10 =4x6 =MT18HS 5x10=2x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 11 12 13 1410 15 9 16 817 18 19 71 2 6 3 5 4 1-4-4 -1-4-4 3-10-12 15-7-0 3-10-12 11-8-4 3-10-12 7-9-8 3-10-12 3-10-12 5-1-3 10-4-1 5-2-15 5-2-15 5-2-15 15-7-01-11-09-8-8Scale = 1:62.1 Plate Offsets (X, Y):[3:0-1-8,0-2-0], [5:0-1-8,0-2-0], [8:0-5-0,0-6-4], [10:0-5-0,0-6-4] 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 0.84 Vert(LL)-0.06 8-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.13 8-10 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.98 Horiz(TL)0.02 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 248 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 10-4,8-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)7=0-3-8, 11=0-3-8 Max Horiz 11=66 (LC 9) Max Grav 7=6842 (LC 1), 11=6732 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-713/151, 3-4=-4961/79, 4-5=-5132/92, 5-6=-687/108, 2-11=-666/174, 6-7=-582/89 BOT CHORD 11-12=0/3251, 12-13=0/3251, 13-14=0/3251, 10-14=0/3251, 10-15=0/2597, 9-15=0/2597, 9-16=0/2597, 8-16=0/2597, 8-17=0/3367, 17-18=0/3367, 18-19=0/3367, 7-19=0/3367 WEBS 4-10=-5/3301, 4-8=-36/3739, 3-10=0/881, 3-11=-4976/0, 5-8=0/891, 5-7=-5166/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rowsstaggered at 0-6-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; 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)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. 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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-8-4 from the left end to 6-8-4 to connect truss(es) to front face of bottom chord. 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 8-8-4 from the left end to 14-8-4 to connect truss(es) to front face of bottom chord. 10)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: 1-2=-60, 2-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 12=-1446 (F), 13=-1442 (F), 14=-1442 (F), 15=-1442 (F), 16=-1622 (F), 17=-1622 (F), 18=-1622 (F), 19=-1624 (F) Job Truss Truss Type Qty Ply WF45 S I42989755D03Common Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:02 Page: 1 ID:07Kl0dG7BALQh6ujdPC09XyZ7T3-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =4x6 =6x6 =6x8 =3x4 =4x6 =3x6 =4x9 =3x4 =4x6 =5x9 =4x9 =5x6 =4x9 =4x6 =3x6 =4x6 =2x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THJA26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 20 19 32 33 34 35 1836 17 37 3839 16 15 14 13 121 112 4 24 5 256 2623 27222821 73 10 9 29 3130 8 1-4-4 -1-4-4 1-4-4 38-2-4 2-0-0 2-0-0 6-1-11 14-5-1 6-3-7 8-3-7 6-3-7 20-8-8 4-6-8 32-3-12 4-6-4 36-10-0 7-0-12 27-9-4 2-1-12 2-1-12 7-2-8 27-9-4 9-0-12 36-10-0 9-2-8 11-4-4 9-2-8 20-6-1210-11-121-11-00-2-23-8-143-8-140-2-23-11-07-0-1210-11-12Scale = 1:72.8 Plate Offsets (X, Y):[3:0-3-14,Edge], [7:0-4-8,0-2-0], [19:0-4-0,0-4-4] 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 1.00 Vert(LL)-0.23 16-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(TL)-0.46 16-18 >960 180 TCDL 10.0 Rep Stress Incr NO WB 0.81 Horiz(TL)0.08 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 391 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 14-7,14-8,9-14,9-13:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-5 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 7-14 REACTIONS (size)13=0-3-8, 20=0-3-8 Max Uplift 13=-417 (LC 6), 20=-877 (LC 6) Max Grav 13=1750 (LC 12), 20=2362 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1865/786, 3-21=-1425/599, 21-22=-1427/599, 22-23=-1428/598, 4-23=-1432/598, 4-24=-5361/1911, 5-24=-5361/1911, 5-25=-5361/1911, 6-25=-5361/1911, 6-26=-5541/1666, 26-27=-5537/1666, 27-28=-5537/1666,7-28=-5536/1666, 7-29=-1949/487,29-30=-1731/499, 8-30=-1713/518,8-31=-1730/550, 9-31=-1816/529,9-10=-221/205, 10-11=-289/172,11-12=0/106, 2-20=-2411/994,11-13=-351/217 BOT CHORD 19-20=-35/48, 19-32=-1398/4495, 32-33=-1398/4495, 33-34=-1398/4495, 34-35=-1398/4495, 18-35=-1398/4495, 18-36=-1757/5885, 17-36=-1757/5885, 17-37=-1757/5885, 37-38=-1757/5885, 38-39=-1757/5885, 16-39=-1757/5885, 15-16=-1502/5483, 14-15=-1502/5483, 13-14=-140/1089 WEBS 3-19=-484/855, 7-16=-216/424, 7-14=-4831/1573, 8-14=-620/2220, 2-19=-607/1763, 4-18=-533/1232, 4-19=-3538/1088, 6-18=-831/0, 6-16=-541/565, 9-14=-86/207, 9-13=-1679/299 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)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 877 lb uplift at joint 20 and 417 lb uplift at joint 13. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 2-0-6 from the left end to connect truss(es) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 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 Job Truss Truss Type Qty Ply WF45 S I42989756E01Roof Special Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:02 Page: 1 ID:r47lCEGfen8Amr77fCVZVjyZ5Vq-Mock Me Continued on page 2 September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-11=-60, 11-12=-60, 13-20=-20 Concentrated Loads (lb) Vert: 19=-15 (F) Job Truss Truss Type Qty Ply WF45 S I42989756E01Roof Special Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:02 Page: 2 ID:r47lCEGfen8Amr77fCVZVjyZ5Vq-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =MT18HS 6x12 =5x9 =3x6 =4x9 =3x4 =3x8 =3x4 =3x4 =5x9 =4x9 =5x6 =5x9 =4x6 =3x6 =3x6 =2x8 20 19 18 17 1615 14 13 121 112 10 4 5 6 2221 73 9 23 24 8 1-4-4 -1-4-4 1-4-4 38-2-4 6-1-11 16-5-1 6-3-7 22-8-8 6-3-7 10-3-7 4-6-8 32-3-12 4-0-0 4-0-0 5-0-12 27-9-4 4-6-4 36-10-0 4-1-12 4-1-12 5-2-8 27-9-4 9-0-12 36-10-0 9-2-8 22-6-12 9-2-8 13-4-410-11-121-11-00-2-25-8-145-8-140-2-25-11-05-0-1210-11-12Scale = 1:72.2 Plate Offsets (X, Y):[3:0-2-0,Edge], [7:0-4-0,0-2-0] 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 0.93 Vert(LL)-0.26 16-17 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.87 Vert(TL)-0.64 16-17 >683 180 MT20 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horiz(TL)0.15 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 18-15:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except*14-7,14-8,4-19,6-16,9-14,9-13:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, 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: 19-20. WEBS 1 Row at midpt 7-14, 4-19, 6-16, 9-13 REACTIONS (size)13=0-3-8, 20=0-3-8 Max Uplift 13=-147 (LC 6), 20=-159 (LC 6) Max Grav 13=1623 (LC 29), 20=2069 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1978/158, 3-21=-1418/150, 4-21=-1423/149, 4-5=-3343/238, 5-6=-3343/238, 6-22=-3071/253, 7-22=-3067/253, 7-23=-1702/207, 8-23=-1644/228, 8-24=-1606/240, 9-24=-1691/221, 9-10=-195/173, 10-11=-262/155, 11-12=0/106, 2-20=-2051/168, 11-13=-328/191 BOT CHORD 19-20=-33/40, 18-19=-42/3007, 17-18=-42/3007, 16-17=-75/3566, 15-16=-40/3052, 14-15=-40/3052, 13-14=0/1015 WEBS 3-19=-21/958, 7-16=0/570, 7-14=-2852/269, 8-14=-224/2114, 2-19=0/1525, 4-17=0/684, 4-19=-2123/143, 6-17=-454/102, 6-16=-667/113, 9-14=-88/175, 9-13=-1615/8 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)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)The Fabrication Tolerance at joint 7 = 4% 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 159 lb uplift at joint 20 and 147 lb uplift at joint 13. 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 WF45 S I42989757E02Roof Special 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:03 Page: 1 ID:HvAtfNsfaLYOqZQBlVdkb4yZ5n8-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =6x8 =MT18HS 6x12 =4x9 =3x10 =4x6 =3x4 =3x4 =3x4 =4x12 =4x6 =3x4 =5x9 =5x6 =5x9 =4x6 =3x6 =3x8 =2x8 21 20 19 18 17 16 15 14 131 122 22 11 10 4 5 6 24 723 83 25 9 1-4-4 -1-4-4 1-4-4 38-2-4 3-0-12 27-9-4 6-1-11 18-5-1 6-3-7 24-8-8 6-3-7 12-3-7 4-6-8 32-3-12 4-6-4 36-10-0 6-0-0 6-0-0 3-2-8 27-9-4 6-1-12 6-1-12 9-0-12 36-10-0 9-2-8 24-6-12 9-2-8 15-4-410-11-121-11-00-2-27-8-147-8-140-2-27-11-03-0-1210-11-12Scale = 1:72.2 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-2-0,Edge], [7:0-6-0,Edge], [8:0-4-4,0-2-0] 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 0.90 Vert(LL)-0.20 16-18 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.90 Vert(TL)-0.56 16-18 >788 180 MT20 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horiz(TL)0.12 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-8,4-7:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 21-2,14-12:2x4 SPF- S 1650F 1.6E, 20-2:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 8-15, 5-20, 6-16, 10-14 REACTIONS (size)14=0-3-8, 21=0-3-8 Max Uplift 14=-149 (LC 6), 21=-157 (LC 6) Max Grav 14=1696 (LC 19), 21=1977 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-22=-2054/133, 3-22=-1936/177, 3-23=-1436/183, 4-23=-1437/182, 4-5=-1437/182, 5-6=-2605/232, 6-24=-2167/223, 7-24=-2167/223, 7-8=-2168/224, 8-25=-1785/241, 9-25=-1746/260, 9-10=-1761/244, 10-11=-199/169, 11-12=-267/149, 12-13=0/106, 2-21=-1929/183, 12-14=-331/187 BOT CHORD 20-21=-10/194, 19-20=0/2441, 18-19=0/2441, 17-18=0/2687, 16-17=0/2687, 15-16=0/2153, 14-15=0/1081 WEBS 3-20=-10/983, 8-16=0/735, 8-15=-2528/253, 9-15=-274/2322, 2-20=0/1435, 5-18=0/431, 5-20=-1578/104, 6-18=-215/85, 6-16=-817/64, 10-15=-88/193, 10-14=-1720/16 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)The Fabrication Tolerance at joint 8 = 12%, joint 2 = 12% 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 157 lb uplift at joint 21 and 149 lb uplift at joint 14. 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 WF45 S I42989758E03Roof Special 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:03 Page: 1 ID:63X9vQxPABIYYUtL6mk8qKyZ5n2-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =4x6 =MT18HS 6x12 =3x8 =3x6 =3x4 =3x4 =3x6 =3x4 =4x6 =6x8 =5x9 =6x8 =4x9 =2x4 =4x6 =3x4 19 18 17 16 15 14 13 12 1 2 11 20 21 3 25 10 5 6 7 2322 2448 9 1-4-4 -1-4-4 1-0-12 27-9-4 3-10-4 31-7-8 4-0-2 8-0-0 6-1-11 20-5-1 6-3-7 26-8-8 6-3-7 14-3-7 3-11-14 3-11-14 5-2-8 36-10-0 5-0-12 31-7-8 5-2-8 36-10-0 8-1-12 8-1-12 9-2-8 26-6-12 9-2-8 17-4-410-11-121-11-00-2-29-8-149-8-140-2-29-11-01-0-1210-11-12Scale = 1:72.5 Plate Offsets (X, Y):[4:0-2-0,Edge], [8:0-6-4,0-2-0], [12:Edge,0-1-8], [14:0-1-8,0-1-12] 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 0.94 Vert(LL)-0.18 14-16 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(TL)-0.50 14-16 >880 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horiz(TL)0.10 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 219 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 19-2,19-3,12-11,13-11,3-18,10-13:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 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. WEBS 1 Row at midpt 8-14, 9-13, 3-19, 5-18, 7-16, 7-14 REACTIONS (size)12=0-3-8, 19=0-3-8 Max Horiz 19=65 (LC 6) Max Uplift 12=-105 (LC 6), 19=-154 (LC 6) Max Grav 12=1739 (LC 19), 19=1886 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-20=-266/139, 20-21=-169/152, 3-21=-155/168, 3-4=-1944/229, 4-22=-1391/206, 5-22=-1395/205, 5-6=-2116/236, 6-7=-2116/236, 7-23=-1587/216, 23-24=-1583/216, 8-24=-1581/216, 8-9=-2334/340, 9-10=-1837/356, 10-25=-1680/162, 11-25=-1773/138, 2-19=-465/186, 11-12=-1689/133 BOT CHORD 18-19=-20/1175, 17-18=0/2050, 16-17=0/2050, 15-16=0/2120, 14-15=0/2120, 13-14=0/1277, 12-13=0/60 WEBS 4-18=-65/930, 8-14=-1995/294, 9-14=-270/2985, 9-13=-188/286, 3-19=-1949/11, 11-13=0/1234, 3-18=-108/330, 5-16=0/269, 5-18=-1209/88, 7-16=-50/134, 7-14=-985/78, 10-13=-481/228 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 tobearing plate capable of withstanding 154 lb uplift at joint 19 and 105 lb uplift at joint 12. 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 WF45 S I42989759E04Roof Special 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:04 Page: 1 ID:L36_MJFj2BargUsKdDCEupyZ5me-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =MT18HS 3x8 =3x6 =4x6 =MT18HS 7x10 =3x8 =3x6 =3x4 =3x4 =3x6 =3x4 =3x6 =3x8 =MT18HS 7x10 =4x6 =3x6 =MT18HS 3x8=3x6 19 18 17 16 15 14 13 1 1222520 3 112421 4 10 6 7 822 235 9 1-4-4 -1-4-4 5-6-3 21-2-1 5-7-15 15-7-15 5-7-15 26-10-0 5-0-2 31-10-2 5-0-2 10-0-0 4-11-14 36-10-0 4-11-14 4-11-14 8-3-4 26-8-4 8-3-4 18-5-0 10-1-12 36-10-0 10-1-12 10-1-1211-11-01-11-00-2-211-8-1411-8-140-2-211-11-0Scale = 1:76.1 Plate Offsets (X, Y):[5:0-7-14,Edge], [9:0-7-14,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 0.69 Vert(LL)-0.25 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(TL)-0.63 13-14 >691 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.67 Horiz(TL)0.10 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 215 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 19-2,13-12:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 10-13, 4-18, 10-14, 6-16, 6-18, 8-16, 8-14 REACTIONS (size)13=0-3-8, 19=0-3-8 Max Horiz 19=65 (LC 6) Max Uplift 13=-104 (LC 6), 19=-150 (LC 6) Max Grav 13=1795 (LC 21), 19=1889 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-20=-378/145, 3-20=-249/160, 3-21=-209/165, 4-21=-189/181, 4-5=-1822/251, 5-22=-1303/229, 6-22=-1306/229, 6-7=-1680/249, 7-8=-1680/249, 8-23=-1308/227, 9-23=-1305/228, 9-10=-1825/251, 10-24=-185/117, 11-24=-205/101, 11-25=-239/93, 12-25=-359/82, 2-19=-450/197, 12-13=-375/98 BOT CHORD 18-19=-14/1144, 17-18=0/1663, 16-17=0/1663, 15-16=0/1663, 14-15=0/1663, 13-14=-13/1150 WEBS 5-18=-76/868, 9-14=-77/872, 4-19=-1779/10, 10-13=-1794/74, 4-18=-260/188, 10-14=-272/181, 6-16=-10/165, 6-18=-897/73, 8-16=-15/159, 8-14=-895/75 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)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 150 lb uplift at joint 19 and 104 lb uplift at joint 13. 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 WF45 S I42989760E05Hip11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:04 Page: 1 ID:2NYC3s70jw_veLqfEvYg9QyZ5o4-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =3x6 =3x6 =3x6 =6x6 =3x4 =3x6 =3x8 =2x4 =3x6 =3x8 =6x6 =3x4 =3x6 =3x6 =3x6 =4x6 =3x4 20 19 18 17 16 15 14 13 12 1 112 3 10 94 8567 1-4-4 -1-4-4 4-11-12 10-3-0 4-11-12 31-6-12 8-2-0 18-5-0 8-2-0 26-7-0 5-3-4 36-10-0 5-3-4 5-3-4 5-1-8 31-6-12 5-1-8 10-4-12 5-3-4 36-10-0 5-3-4 5-3-4 8-0-4 18-5-0 8-0-4 26-5-41-11-012-2-0Scale = 1:74.2 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [5:0-2-12,0-1-12], [8:0-2-12,0-1-12], [11:0-3-0,0-1-8] 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 0.81 Vert(LL)-0.09 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(TL)-0.25 14-16 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horiz(TL)0.05 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 217 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,9-13,20-2,19-2,12-11,13-11:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 4-18, 6-16, 9-14 REACTIONS (size)12=0-3-8, 20=0-3-8 Max Horiz 20=65 (LC 4) Max Uplift 12=-104 (LC 4), 20=-149 (LC 4) Max Grav 12=1513 (LC 11), 20=1570 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-1507/149, 3-4=-1344/171, 4-5=-1497/265, 5-6=-1274/262, 6-7=-1273/262, 7-8=-1275/263, 8-9=-1502/265, 9-10=-1399/161, 10-11=-1510/136, 2-20=-1517/178, 11-12=-1461/131 BOT CHORD 19-20=-41/53, 18-19=0/956, 17-18=0/916, 16-17=0/916, 15-16=0/918, 14-15=0/918, 13-14=0/966, 12-13=0/55 WEBS 4-19=-210/44, 4-18=-200/143, 5-18=-35/309, 5-16=-41/443, 6-16=-557/172, 8-16=-43/440, 8-14=-35/313, 9-14=-206/143, 9-13=-212/59, 2-19=0/955, 11-13=0/960 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 3x6 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 20 and 104 lb uplift at joint 12. 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 WF45 S I42989761E06Piggyback Base 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:04 Page: 1 ID:250mU2wLjhrJ5k1OlqkgzqyZ5oL-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =6x6 =6x6 =5x6 =5x6 =4x9 =4x6 =2x4 =6x8 =3x6 =3x8 =3x6 =3x6 =3x8 =5x6 =3x6 =3x6 =3x6 =4x6 =3x4 16 15 14 13 12 11 1020 19 18 17 21 9 8 3 7456 2-1-0 2-1-0 6-5-12 26-7-0 5-3-4 36-10-0 4-11-12 31-6-12 9-10-4 20-1-4 8-2-0 10-3-0 1-11-4 1-11-4 3-2-12 13-7-8 5-1-8 31-6-12 5-3-4 36-10-0 6-4-0 26-5-4 6-5-12 20-1-4 8-5-8 10-4-1212-2-02-0-01-11-02-0-02-0-02-0-00-3-82-3-81-8-84-0-08-2-012-2-0Scale = 1:75.4 Plate Offsets (X, Y):[3:0-3-4,0-2-0], [7:0-4-4,0-1-12], [17:0-6-0,0-4-0] 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 0.92 Vert(LL)-0.13 18-19 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL)-0.37 18-19 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horiz(TL)0.09 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 234 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 *Except* 4-16:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 1-2, 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 4-18, 5-15, 5-13, 8-13 REACTIONS (size)11=0-3-8, 20= Mechanical Max Horiz 20=-57 (LC 4) Max Uplift 11=-104 (LC 4), 20=-106 (LC 4) Max Grav 11=1515 (LC 10), 20=1494 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-20=-1495/74, 1-2=-1697/163, 2-3=-1765/194, 3-4=-1231/229, 4-5=-1385/239, 5-6=-1038/239, 6-7=-1039/239, 7-8=-1503/268, 8-9=-1350/161, 9-10=-1514/136, 10-11=-1465/131 BOT CHORD 19-20=-66/81, 18-19=-85/1760, 17-18=0/1296, 16-17=0/111, 4-17=0/268, 15-16=0/47, 14-15=0/1142, 13-14=0/1142, 12-13=0/969, 11-12=0/54 WEBS 1-19=-200/2311, 2-19=-1487/245, 2-18=-764/191, 3-18=0/725, 4-18=-529/26, 15-17=0/1172, 5-17=0/283, 5-15=-247/63, 5-13=-473/44, 7-13=-86/678, 8-13=-213/142, 8-12=-205/64, 10-12=0/965 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 106 lb uplift at joint 20 and 104 lb uplift at joint 11. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989762E07Piggyback Base 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:05 Page: 1 ID:cYecOcEFuFyrqe98yHfJXuyZ7T6-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x6 =5x6 =5x6 =3x6 =MT18HS 5x10 =4x9 =4x6 =3x4 =6x10 =3x6 =3x6 =3x10 =5x9 =3x6 =3x6 =3x6 =4x6 =3x4 14 13 12 11 10 919 18 17 16 15 21 8 7 3 645 2-1-0 2-1-0 5-3-4 36-10-0 4-11-12 31-6-12 8-2-0 10-3-0 16-4-0 26-7-0 1-11-4 1-11-4 5-1-8 31-6-12 5-3-4 36-10-0 7-4-12 26-5-4 8-5-8 10-4-12 8-7-12 19-0-812-2-02-0-01-11-02-0-02-0-02-0-00-3-82-3-81-8-84-0-08-2-012-2-0Scale = 1:75.4 Plate Offsets (X, Y):[3:0-7-0,0-1-12], [6:0-7-4,0-1-12], [15:0-7-0,0-4-0] 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 0.94 Vert(LL)-0.16 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(TL)-0.46 15-16 >948 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horiz(TL)0.10 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 211 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 *Except* 4-14:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2, 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-15 WEBS 1 Row at midpt 2-16, 4-16, 6-12, 7-12 REACTIONS (size)10=0-3-8, 19= Mechanical Max Horiz 19=-57 (LC 4) Max Uplift 10=-104 (LC 4), 19=-106 (LC 4) Max Grav 10=1515 (LC 10), 19=1494 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-19=-1485/82, 1-2=-1684/171, 2-3=-1772/189, 3-4=-1235/224, 4-5=-1500/251, 5-6=-1502/251, 6-7=-1507/266, 7-8=-1349/162, 8-9=-1512/137, 9-10=-1463/132 BOT CHORD 18-19=-64/82, 17-18=-93/1748, 16-17=-93/1748, 15-16=0/1427, 14-15=0/132, 4-15=-214/134, 13-14=-2/14, 12-13=-2/14, 11-12=0/968, 10-11=0/55 WEBS 1-18=-213/2292, 2-18=-1490/241, 2-16=-745/203, 3-16=0/677, 4-16=-442/39, 12-15=0/940, 6-15=-22/828, 6-12=-62/159, 7-12=-207/145, 7-11=-215/58, 9-11=0/963 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 106 lb uplift at joint 19 and 104 lb uplift at joint 10. 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 WF45 S I42989763E08Piggyback Base 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:05 Page: 1 ID:cYecOcEFuFyrqe98yHfJXuyZ7T6-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x6 =5x6 =5x6 =3x6 =MT18HS 5x10 =4x9 =4x6 =3x4 =6x10 =3x6 =3x6 =3x4 =4x9 =5x9 =5x6 =6x8 =4x6 13 12 11 10 9 18 17 16 15 14 21 8 73456 2-1-0 2-1-0 8-5-8 35-11-8 8-2-0 10-3-0 0-10-8 36-10-0 17-3-0 27-6-0 1-0-4 36-10-0 1-11-4 1-11-4 8-3-12 35-9-12 8-5-8 10-4-12 8-5-8 27-6-0 8-7-12 19-0-812-2-02-0-011-3-82-0-02-0-02-0-02-0-04-0-08-2-012-2-0Scale = 1:81.9 Plate Offsets (X, Y):[3:0-7-0,0-1-12], [7:0-2-8,Edge], [8:0-3-8,Edge], [9:Edge,0-3-8], [14:0-7-0,0-4-0] 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 0.93 Vert(LL)-0.17 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(TL)-0.48 14-15 >907 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horiz(TL)0.10 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 238 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-3:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 *Except* 4-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 10-6,9-8:2x4SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2, 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 4-14 WEBS 1 Row at midpt 2-15, 4-15, 6-11, 6-10, 7-10, 8-9 REACTIONS (size)9=0-3-8, 18= Mechanical Max Horiz 18=26 (LC 5) Max Uplift 9=-129 (LC 4), 18=-104 (LC 4) Max Grav 9=1462 (LC 1), 18=1477 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-1469/80, 1-2=-1666/169, 2-3=-1753/186, 3-4=-1218/223, 4-5=-1465/248, 5-6=-1465/248, 6-7=-210/154, 7-8=-365/292, 8-9=-1500/243 BOT CHORD 17-18=-44/39, 16-17=-134/1744, 15-16=-134/1744, 14-15=0/1424, 13-14=0/142, 4-14=-208/133, 12-13=-1/18, 11-12=-1/18, 10-11=0/893, 9-10=-115/133 WEBS 1-17=-210/2267, 2-17=-1473/239, 2-15=-743/202, 3-15=0/677, 4-15=-438/37, 11-14=0/905, 6-14=-35/801, 6-11=-33/204, 6-10=-1357/123, 7-10=-253/189, 8-10=0/1393 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 104 lb uplift at joint 18 and 129 lb uplift at joint 9. 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 WF45 S I42989764E09Piggyback Base 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:05 Page: 1 ID:4kC?cxFtfZ4iSokKW_AY46yZ7T5-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212 =3x4 =5x6 =3x6 =3x10 =5x6 =5x9 =3x4 =3x10 =3x4 =5x9 =2x4 =3x4 =3x6 =4x6 =3x6 =5x9 =4x6 =MT18HS 7x18 =5x6 =6x8 15 14 13 12 11 21 20 19 18 17 16 1 22 2 23 10 932425452667278 4-4-12 14-7-12 3-9-8 10-3-0 5-7-11 30-3-13 5-7-11 35-11-8 6-5-8 6-5-8 10-0-7 24-8-2 0-10-8 36-10-0 1-0-4 36-10-0 4-1-0 10-4-12 4-3-0 14-7-12 4-4-12 19-0-8 6-3-12 6-3-12 8-1-10 27-2-2 8-7-10 35-9-1212-2-04-2-1111-3-82-0-02-0-06-4-88-4-83-9-812-2-0Scale = 1:78.8 Plate Offsets (X, Y):[3:0-7-4,0-1-12], [6:0-2-3,Edge], [9:0-4-4,0-1-12], [10:0-3-8,Edge], [12:0-4-8,Edge], [16:0-3-4,0-2-8], [17:0-3-8,0-1-8], [19:0-3-8,0-1-8] 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 0.96 Vert(LL)-0.15 5-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.58 Vert(TL)-0.34 12-13 >999 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horiz(TL)0.10 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 278 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 19-2,18-2,21-1,19-1:2x4 SPF Stud/No.3, 11-10:2x4 SP 2400F 2.0E, 8-12:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-4 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-16 WEBS 1 Row at midpt 9-12, 10-11, 7-13, 8-12, 4-16, 4-17 REACTIONS (size)11=0-3-8, 21= Mechanical Max Horiz 21=57 (LC 7) Max Uplift 11=-132 (LC 6), 21=-127 (LC 6) Max Grav 11=2119 (LC 21), 21=1642 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-1648/163, 2-22=-1593/175, 2-23=-2048/250, 3-23=-1970/265, 3-24=-1800/244, 24-25=-1797/244, 4-25=-1796/244, 4-5=-1864/248, 5-26=-1860/249, 6-26=-1860/249, 6-7=-1860/249, 7-27=-1210/217, 8-27=-1210/217, 8-9=-243/152, 9-10=-410/312, 10-11=-2042/238, 1-21=-1582/161 BOT CHORD 20-21=-79/55, 19-20=-79/55, 18-19=-15/1555, 17-18=0/1424, 16-17=0/1798, 15-16=0/135, 5-16=-439/95, 14-15=0/48, 13-14=0/48, 12-13=0/955, 11-12=-115/133 WEBS 2-19=-861/114, 2-18=-427/136, 3-18=-73/424, 13-16=0/1444, 9-12=-242/284, 10-12=0/1909, 1-19=-80/1797, 7-13=-1143/121, 7-16=-14/854, 8-13=-19/997, 8-12=-1892/143, 4-16=-10/157, 4-17=-730/92, 3-17=-36/917 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 127 lb uplift at joint 21 and 132 lb uplift at joint 11. 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 WF45 S I42989765E10Piggyback Base 4 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:06 Page: 1 ID:YwmNpHFVQsCZ4yJW4ihncJyZ7T4-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212 =4x9 =4x6 =4x6 =3x6 =4x6 =3x6 =6x8 =MT18HS 3x8 =5x6 =4x9 =5x6 =3x6 =8x8 =3x8 =4x9 =2x4 =6x8 =3x6 =3x4 =6x8 =6x6 =6x8 =3x4 =4x6 =6x8 =8x8 =3x4 =5x9 =3x6 =3x6 =4x6 =3x4232221 17 2 33 32 25 24 20 19 18 1 40 30 29 28 27 26 1631 3 4 5 39 6 15 347 14383591011121336378 0-3-0 46-2-4 1-0-0 -1-0-0 1-4-4 56-4-8 3-9-8 24-0-5 3-9-8 20-2-12 6-2-1 45-11-4 4-3-4 55-0-4 4-6-12 50-9-0 6-6-4 6-6-4 9-11-0 16-5-5 15-8-15 39-9-4 0-2-4 46-8-0 1-6-4 17-9-13 2-6-12 20-4-8 3-6-8 16-3-9 3-7-12 24-0-5 3-9-8 27-9-13 4-1-0 50-9-0 4-3-4 55-0-4 5-9-6 33-7-3 6-2-12 12-9-0 6-2-1 39-9-4 6-6-4 6-6-4 6-8-9 46-5-1212-2-00-10-121-1-01-0-02-0-00-3-06-4-88-4-83-6-811-11-00-3-012-2-02-0-02-0-01-0-03-0-0Scale = 1:102.6 Plate Offsets (X, Y):[2:0-7-1,Edge], [8:0-6-4,0-3-0], [16:0-0-12,0-2-0], [24:0-2-8,0-2-4], [26:0-2-8,0-2-12], [30:0-3-8,0-2-0], [31:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.12 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(TL)-0.25 24-25 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.81 Horiz(TL)0.05 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 392 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-11,11-14:2x8 SPNo.2 BOT CHORD 2x4 SPF No.2 *Except* 32-6:2x4 SPF Stud/ No.3, 21-14:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except*28-8,26-12,24-13,22-14,9-26,28-9,27-9:2x4SPF No.2, 13-22:2x4 SPF-S 1650F 1.6E,18-16:2x8 SP No.2 SLIDER Left 2x6 SPF No.2 -- 3-5-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-14. BOT CHORD Rigid ceiling directly applied or 3-5-8 oc bracing. Except: 1 Row at midpt 10-26, 12-24, 14-20 WEBS 1 Row at midpt 13-22, 9-28 REACTIONS (size)2=0-3-0, 18=0-3-0, 20=0-3-8, 32=0-9-4 Max Horiz 2=-52 (LC 6) Max Uplift 2=-111 (LC 6), 18=-270 (LC 6), 32=-209 (LC 6) Max Grav 2=481 (LC 26), 18=695 (LC 23), 20=2230 (LC 22), 32=2159 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-3=-577/110, 3-4=-460/126, 4-5=0/580, 5-6=0/635, 6-34=-778/188, 7-34=-751/201, 7-8=-1468/294, 8-9=-1052/255, 9-35=-1664/326, 10-35=-1664/326, 10-36=-1660/326, 11-36=-1660/326, 11-12=-1660/326, 12-37=-1409/350, 13-37=-1409/350, 13-38=-890/342, 14-38=-894/342, 14-15=-283/380, 15-39=-307/272, 16-39=-550/242, 16-40=0/117, 17-40=0/86, 16-18=-657/287 BOT CHORD 2-33=-13/481, 32-33=-14/19, 31-32=-2109/240, 6-31=-1923/226, 30-31=-576/111, 29-30=0/746, 28-29=0/746, 27-28=0/1467, 26-27=0/1467, 25-26=0/119, 10-26=-491/91, 24-25=0/105, 23-24=0/99, 12-24=-748/81, 22-23=-2/19, 21-22=-11/26, 20-21=0/113, 14-20=-2015/0, 19-20=-30/279, 18-19=-89/108 WEBS 4-33=0/247, 31-33=-29/491, 4-31=-939/123, 6-30=-105/1844, 7-30=-1229/123, 7-28=0/461, 8-28=-123/733, 24-26=-17/1328, 12-26=0/447, 22-24=0/876, 13-24=-14/1060, 13-22=-1683/127, 14-22=-50/1768, 9-26=-80/479, 9-28=-1103/100, 9-27=0/165, 15-20=-463/86, 15-19=0/162, 16-19=-97/218 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 at joint(s) 18. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 2, 209 lb uplift at joint 32 and 270 lb uplift at joint 18. 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 WF45 S I42989766E11Piggyback Base 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:06 Page: 1 ID:N?nNxiIsRVMVygC84NdBL2yZ5cF-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212 =4x9 =4x6 =4x6 =3x6 =4x6 =3x6 =6x8 =MT18HS 3x8 =5x6 =4x9 =5x6 =3x6 =3x6 =8x8 =4x6 =4x6 =6x8 =3x6 =4x6 =6x8 =6x10 =6x6 =3x4 =5x9 =6x8 =8x8 =3x4 =4x9 =3x6 =4x6 =3x6 =4x6 =3x4242322 18 2 34 33 26 25 21 20 19 1 3917 31 30 29 28 2732 3 4 165 6 15 357 143836910371112138 0-3-0 46-2-4 1-0-0 -1-0-0 1-4-4 56-4-8 3-9-8 24-0-5 3-9-8 20-2-12 6-3-5 45-11-4 4-3-4 55-0-4 4-6-12 50-9-0 6-6-4 6-6-4 9-11-0 16-5-5 15-7-10 39-7-15 0-2-4 46-8-0 1-6-4 17-9-13 2-6-12 20-4-8 3-6-8 16-3-9 3-1-11 39-7-15 3-7-12 24-0-5 3-9-8 27-9-13 4-1-0 50-9-0 4-3-4 55-0-4 6-2-12 12-9-0 6-6-4 6-6-4 6-9-13 46-5-12 8-8-7 36-6-412-2-00-10-121-1-01-0-02-0-00-3-06-4-88-4-83-6-811-11-00-3-012-2-02-0-02-0-01-0-03-0-0Scale = 1:102.6 Plate Offsets (X, Y):[2:0-7-1,Edge], [8:0-2-0,0-4-0], [13:0-3-8,0-2-8], [21:0-6-8,0-2-0], [25:0-3-8,0-2-12], [27:0-2-12,0-2-8], [31:0-3-8,0-2-0], [32:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.20 25-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(TL)-0.56 25-26 >724 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horiz(TL)0.06 19 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 391 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-11,11-14:2x8 SPNo.2 BOT CHORD 2x4 SPF No.2 *Except* 33-6:2x4 SPF Stud/ No.3, 22-14,21-19:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except*29-8,25-27,27-12,13-25,14-23,9-27,28-9,28-8:2x4 SPF No.2, 13-23:2x4 SPF-S 1650F 1.6E SLIDER Left 2x6 SPF No.2 -- 3-5-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-14. BOT CHORD Rigid ceiling directly applied or 3-5-15 oc bracing. Except: 1 Row at midpt 10-27, 12-25, 14-21 WEBS 1 Row at midpt 8-29, 13-23, 9-28 REACTIONS (size)2=0-3-0, 19=0-3-0, 21=0-3-8, 33=0-9-4 Max Horiz 2=-46 (LC 6) Max Uplift 2=-112 (LC 6), 19=-250 (LC 6), 33=-205 (LC 6) Max Grav 2=487 (LC 26), 19=697 (LC 23), 21=2272 (LC 22), 33=2134 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-3=-592/112, 3-4=-476/129, 4-5=0/512, 5-6=0/568, 6-35=-818/190, 7-35=-790/203, 7-8=-1498/294, 8-9=-1485/291, 9-36=-1704/329, 10-36=-1704/329, 10-37=-1701/330, 11-37=-1701/330, 11-12=-1701/330, 12-13=-1270/346, 13-38=-900/335, 14-38=-903/334, 14-15=-280/367, 15-16=-311/264, 16-17=-564/232, 17-39=0/106, 18-39=0/66, 17-19=-658/269 BOT CHORD 2-34=-22/496, 33-34=-11/21, 32-33=-2084/236, 6-32=-1893/221, 31-32=-519/100, 30-31=0/788, 29-30=0/788, 28-29=0/1046, 27-28=0/1482, 26-27=0/175, 10-27=-675/141, 25-26=0/179, 24-25=0/3, 12-25=-792/112, 23-24=-61/0, 22-23=-20/29, 21-22=0/120, 14-21=-2050/0, 20-21=-31/285, 19-20=-60/127 WEBS 4-34=0/244, 32-34=-37/505, 4-32=-931/120, 6-31=-99/1813, 7-31=-1210/119, 7-29=0/426, 8-29=-258/6, 25-27=-45/1132, 12-27=0/599, 13-23=-2008/102, 13-25=-35/1390, 23-25=0/1043, 14-23=-52/1788, 9-27=-96/541, 9-28=-911/133, 8-28=-94/1097, 15-21=-481/92, 15-20=0/172, 17-20=-71/192 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)All plates are MT20 plates unless otherwise indicated. 7)All plates are 4x6 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 19. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 2, 205 lb uplift at joint 33 and 250 lb uplift at joint 19. 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 WF45 S I42989767E12Piggyback Base 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:07 Page: 1 ID:JJoQ47VS_D2s1X9SDWRig8yZ5dH-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212 =4x9 =4x6 =4x6 =4x6 =6x8 =MT18HS 3x8 =6x6 =6x6 =5x6 =5x9 =5x6 =3x8 =5x9 =3x4 =4x6 =4x12 =4x6 =4x9 =5x6 =4x6 18 2 32 31 24 23 22 2120 19 1 3917 29 28 27 26 2530 3 4 16538 6 15337 8 1437934103511123613 1-0-0 -1-0-0 1-4-4 56-4-8 3-9-8 24-0-5 3-9-8 20-2-12 6-0-8 39-10-12 6-0-8 45-11-4 4-6-7 55-0-4 4-6-9 50-5-13 6-6-4 6-6-4 9-10-0 33-10-5 9-11-0 16-5-5 0-10-8 46-8-0 1-6-4 17-9-13 2-6-12 20-4-8 3-6-8 16-3-9 3-7-12 24-0-5 3-9-8 27-9-13 4-4-2 41-0-4 4-9-4 45-9-8 6-2-12 12-9-0 6-6-4 6-6-4 8-4-4 55-0-4 8-10-5 36-8-210-10-30-10-121-1-01-0-06-4-86-4-83-9-810-2-0Scale = 1:99.3 Plate Offsets (X, Y):[2:0-7-1,Edge], [8:0-7-4,0-1-12], [9:0-3-8,0-1-8], [14:0-2-8,Edge], [25:0-3-0,0-2-12], [30:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.26 21-23 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.92 Vert(TL)-0.58 21-23 >706 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horiz(TL)0.10 19 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 323 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 31-6:2x4 SPF Stud/ No.3, 22-19:2x4 SP No.1 WEBS 2x4 SPF No.2 *Except* 4-32,32-30,30-4,29-6,29-7,27-7,19-17,15-21, 15-19:2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 -- 3-5-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-9 max.): 8-14. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 10-25 WEBS 1 Row at midpt 8-27, 12-23, 12-25, 13-21, 9-26, 15-19 REACTIONS (size)2=0-3-0, 19=0-3-0, 20=0-3-8, 31=0-9-4 Max Horiz 2=-46 (LC 6) Max Uplift 2=-104 (LC 6), 19=-186 (LC 6), 31=-200 (LC 6) Max Grav 2=465 (LC 26), 19=1481 (LC 23), 20=787 (LC 22), 31=2492 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-3=-538/93, 3-4=-421/109, 4-5=0/669, 5-6=0/724, 6-33=-945/158, 7-33=-915/171, 7-8=-1797/263, 8-9=-1811/262, 9-34=-2135/288, 10-34=-2135/288, 10-35=-2131/289, 11-35=-2131/289, 11-12=-2131/289, 12-36=-1944/284, 13-36=-1944/284, 13-37=-1060/240, 14-37=-1061/240, 14-15=-1498/270, 15-38=-218/112, 16-38=-286/94, 16-17=-433/79, 17-39=0/106, 18-39=0/83, 17-19=-511/147 BOT CHORD 2-32=-25/445, 31-32=-21/16, 30-31=-2443/231, 6-30=-2259/217, 29-30=-671/128, 28-29=0/917, 27-28=0/917, 26-27=0/1247, 25-26=0/1810, 24-25=0/154, 10-25=-501/96, 23-24=0/164, 22-23=0/1795, 21-22=0/1795, 20-21=0/997, 19-20=0/997 WEBS 4-32=0/255, 30-32=-20/458, 4-30=-958/130, 6-29=-97/2199, 7-29=-1485/116, 7-27=0/547, 8-27=-353/0, 23-25=0/1931, 14-21=-90/621, 9-25=-63/803, 12-23=-484/87, 12-25=-49/86, 13-23=0/515, 13-21=-1458/103, 9-26=-1208/121, 8-26=-79/1428, 15-21=-353/144, 15-19=-1439/114 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 104 lb uplift at joint 2, 200 lb uplift at joint 31 and 186 lb uplift at joint 19. 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 WF45 S I42989768E13Piggyback Base 3 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:08 Page: 1 ID:j4vH0jvLHU?gH9UEPRaSj0yZ5e1-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212 =4x9 =4x6 =4x6 =3x6 =4x6 =3x6 =6x8 =MT18HS 3x8 =5x6 =4x9 =5x6 =3x6 =3x6 =8x8 =6x8 =3x6 =3x4 =6x6 =6x8 =3x4 =6x8 =4x6 =6x8 =8x8 =3x4 =5x9 =3x6 =4x6 =3x6 =4x6 =3x4232221 17 2 32 31 25 24 20 19 18 1 3816 29 28 27 2630 3 4 155 6 14 337 133793510113612348 0-3-0 46-2-4 1-0-0 -1-0-0 1-4-4 56-4-8 3-9-8 20-2-12 4-3-4 55-0-4 6-7-4 45-11-4 4-6-12 50-9-0 6-6-4 6-6-4 9-11-0 16-5-5 19-1-4 39-4-0 0-2-4 46-8-0 1-6-4 17-9-13 2-6-12 20-4-8 3-6-8 16-3-9 4-1-0 50-9-0 4-3-4 55-0-4 4-10-15 32-8-12 6-2-12 12-9-0 6-6-4 6-6-4 6-7-4 39-4-0 7-1-12 46-5-12 7-5-4 27-9-1312-2-00-10-121-1-01-0-02-0-00-3-06-4-88-4-83-6-811-11-00-3-012-2-02-0-02-0-01-0-03-0-0Scale = 1:102.6 Plate Offsets (X, Y):[2:0-7-1,Edge], [8:0-2-0,0-4-0], [24:0-2-4,0-2-8], [26:0-2-12,0-2-12], [29:0-3-8,0-2-0], [30:0-5-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.12 9-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(TL)-0.31 26-27 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.79 Horiz(TL)0.05 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 372 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-11,11-13:2x8 SPNo.2 BOT CHORD 2x4 SPF No.2 *Except* 31-6:2x4 SPF Stud/ No.3, 21-13:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except*27-8,26-8,26-10,24-12,22-13:2x4 SPF No.2,12-22:2x4 SPF-S 1650F 1.6E SLIDER Left 2x6 SPF No.2 -- 3-5-7 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-11 max.): 8-13. BOT CHORD Rigid ceiling directly applied or 3-5-15 oc bracing. Except: 1 Row at midpt 9-26, 10-24, 13-20 WEBS 1 Row at midpt 8-27, 12-22 REACTIONS (size)2=0-3-0, 18=0-3-0, 20=0-3-8, 31=0-9-4 Max Horiz 2=-46 (LC 6) Max Uplift 2=-114 (LC 6), 18=-254 (LC 6), 31=-204 (LC 6) Max Grav 2=489 (LC 26), 18=708 (LC 23), 20=2232 (LC 22), 31=2129 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-3=-597/115, 3-4=-480/132, 4-5=0/493, 5-6=0/549, 6-33=-827/195, 7-33=-798/208, 7-8=-1516/290, 8-34=-1738/329, 9-34=-1742/329, 9-35=-1730/328, 10-35=-1730/328, 10-11=-1446/345, 11-36=-1446/345, 12-36=-1446/345, 12-37=-943/339, 13-37=-946/338, 13-14=-294/371, 14-15=-325/268, 15-16=-578/237, 16-38=0/106, 17-38=0/66, 16-18=-669/272 BOT CHORD 2-32=-25/499, 31-32=-13/15, 30-31=-2079/235, 6-30=-1880/223, 29-30=-501/96, 28-29=0/796, 27-28=0/796, 26-27=0/1066, 25-26=0/103, 9-26=-853/133, 24-25=-16/57, 23-24=0/107, 10-24=-726/67, 22-23=0/25, 21-22=-7/26, 20-21=0/121, 13-20=-2011/0, 19-20=-34/295, 18-19=-59/125 WEBS 4-32=0/243, 30-32=-38/511, 4-30=-928/119, 6-29=-102/1796, 7-29=-1227/106, 7-27=0/444, 8-27=-200/98, 8-26=-117/1017, 24-26=0/1421, 10-26=0/573, 22-24=-3/923, 12-24=-9/975, 12-22=-1655/139, 13-22=-54/1779, 14-20=-482/93, 14-19=0/172, 16-19=-74/202 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 at joint(s) 18. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 2, 204 lb uplift at joint 31 and 254 lb uplift at joint 18. 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 WF45 S I42989769E14Piggyback Base 3 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:09 Page: 1 ID:U3KSYqb1PUjM99VEu_6MgXyZ5eR-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212 =6x8 =2x8 =3x6 =3x6 =4x6 =6x8 =2x8 =5x9 =6x8 =5x6 =4x9 =4x9 =2x8 =4x6 =8x8 =3x4 =3x6 =4x6 =12x12 =4x6 =6x8 =6x8 =4x6 HHUS210-2HUS26HUS26 16 15 3031 32 14 2 24 23 22 21 20 19 18 17 1 253 4 26 5 13 7 28 8 9 10 11 1229276 1-0-0 -1-0-0 3-9-8 20-2-12 6-3-0 26-5-12 6-7-4 45-11-4 8-0-14 16-5-5 8-4-6 8-4-6 0-10-8 46-9-12 12-10-4 39-4-0 3-11-2 16-3-9 4-1-0 20-4-8 6-0-7 12-4-6 6-1-4 26-5-12 6-3-0 32-8-12 6-3-15 6-3-15 6-7-4 39-4-0 7-5-12 46-9-1212-2-00-10-1211-3-82-0-02-0-06-4-88-4-83-9-812-2-0Scale = 1:87 Plate Offsets (X, Y):[2:Edge,0-0-9], [5:0-5-12,0-2-8], [6:0-3-12,0-2-8], [12:0-5-8,0-2-4], [15:0-6-0,0-7-4], [17:0-2-12,0-4-0] 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 0.72 Vert(LL)-0.15 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.85 Vert(TL)-0.28 14-15 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horiz(TL)0.04 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 799 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,11-12,8-11:2x6SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 9-16:2x4 SPF No.2, 16-14:2x10 SP 2250F 1.9E WEBS 2x4 SPF No.2 *Except*24-3,23-3,23-5,21-5,19-5,15-17:2x4 SPFStud/No.3, 14-13:2x6 SPF No.2 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-17 WEBS 1 Row at midpt 13-14, 12-14 REACTIONS (size)2=0-3-0, 14=0-3-8, 23=0-9-4 Max Horiz 2=89 (LC 7) Max Uplift 2=-133 (LC 31), 14=-76 (LC 6), 23=-207 (LC 6) Max Grav 2=267 (LC 23), 14=7723 (LC 19), 23=3177 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11/0, 2-25=-40/636, 3-25=-4/641, 3-4=-48/1005, 4-26=-31/1070, 5-26=-18/1078, 5-6=-1996/192, 6-27=-1405/176, 7-27=-1406/176, 7-28=-2943/205, 8-28=-2943/205, 8-9=-2943/205, 9-29=-2941/206, 10-29=-2941/206, 10-11=-2925/189, 11-12=-2925/189, 12-13=-731/256, 13-14=-892/234 BOT CHORD 2-24=-548/46, 23-24=-626/4, 22-23=0/808, 21-22=0/808, 20-21=0/811, 19-20=0/811, 18-19=0/2464, 17-18=0/2464, 16-17=-551/32, 9-17=-378/117, 15-16=-12/41, 15-30=0/311, 30-31=0/311, 31-32=0/311, 14-32=0/311 WEBS 3-24=0/305, 3-23=-949/202, 5-23=-3165/169, 5-21=-131/46, 5-19=0/1043, 6-19=-43/992, 7-19=-1978/56, 7-18=0/272, 7-17=0/977, 15-17=0/3009, 10-17=-457/29, 10-15=-875/506, 12-15=-104/5268, 12-14=-4127/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x10 - 2rows staggered at 0-2-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 2, 76 lb uplift at joint 14 and 207 lb uplift at joint 23. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use Simpson Strong-Tie HHUS210-2 (30-16d Girder, 10-16d Truss) or equivalent at 42-7-12 from the left end to connect truss(es) to back face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 13)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 43-2-0 from the left end to 45-2-0 to connect truss(es) to back face of bottom chord. Job Truss Truss Type Qty Ply WF45 S I42989770E15Piggyback Base Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:10 Page: 1 ID:Z9xyr91EGeXTHHHBDs7oQWyZ5TY-Mock Me Continued on page 2 September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14)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: 1-5=-60, 5-6=-60, 6-12=-60, 12-13=-60, 2-17=-20, 14-16=-20 Concentrated Loads (lb) Vert: 30=-5613 (B), 31=-472 (B), 32=-472 (B) Job Truss Truss Type Qty Ply WF45 S I42989770E15Piggyback Base Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:10 Page: 2 ID:Z9xyr91EGeXTHHHBDs7oQWyZ5TY-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212 =4x9 =4x6 =4x6 =2x4 =3x4 =3x6 =3x6 =4x6 =3x6 =2x4 =5x9 =5x6 =3x8 =3x4 =6x10 =2x4 =2x4 =3x6 =3x4 =4x9 =4x9 =4x6 14 13 12 2 22 21 20 19 18 17 16 15 1 323 4 24 5 6 7 25 8 26 9 27 10 11 1-0-0 -1-0-0 4-2-12 24-5-8 3-9-8 20-2-12 8-0-14 16-5-5 8-4-6 8-4-6 11-1-12 35-7-4 6-11-0 42-6-4 0-4-10 12-9-0 3-6-8 16-3-9 4-1-0 20-4-8 6-0-7 12-4-6 6-3-15 6-3-15 6-11-0 35-7-4 6-11-0 42-6-4 8-3-12 28-8-412-2-00-10-1212-2-02-0-02-0-06-4-88-4-83-9-812-2-0Scale = 1:80.4 Plate Offsets (X, Y):[2:0-1-11,0-0-15], [5:0-5-12,0-2-8], [6:0-4-4,0-1-12], [11:Edge,0-3-8], [15:0-3-8,0-2-12] 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 0.91 Vert(LL)-0.14 15-16 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(TL)-0.38 15-16 >942 180 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horiz(TL)0.06 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 251 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-4,9-11:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 21-3,19-3,19-5,17-5,16-5,13-15:2x4 SPF Stud/No.3, 12-10:2x4 SPF-S 1650F 1.6E SLIDER Left 2x6 SPF No.2 -- 4-1-4 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-9 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-15 WEBS 1 Row at midpt 11-12, 5-19, 10-13, 10-12, 7-16 REACTIONS (size)2=0-3-0, 12= Mechanical, 19=0-9-4 Max Horiz 2=90 (LC 7) Max Uplift 2=-73 (LC 6), 12=-104 (LC 6), 19=-190 (LC 6) Max Grav 2=409 (LC 24), 12=1810 (LC 21), 19=2032 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-3=-392/136, 3-23=-33/514, 4-23=-32/522, 4-24=-16/562, 5-24=-10/640, 5-6=-1199/182, 6-7=-834/169, 7-25=-1245/192, 8-25=-1245/192, 8-26=-1242/194, 9-26=-1242/194, 9-27=-1242/194, 10-27=-1242/194, 10-11=-130/142, 11-12=-348/78 BOT CHORD 2-22=-81/291, 21-22=-81/291, 20-21=-183/188, 19-20=-183/188, 18-19=0/546, 17-18=0/546, 16-17=0/546, 15-16=0/1149, 14-15=0/113, 8-15=-475/114, 13-14=-17/4, 12-13=0/810 WEBS 3-21=0/331, 3-19=-913/203, 5-19=-1932/156, 5-17=0/66, 5-16=0/498, 6-16=-48/532, 13-15=0/841, 10-15=-9/764, 10-13=-85/199, 10-12=-1615/95, 7-16=-847/70, 7-15=0/239 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 12, 73 lb uplift at joint 2 and 190 lb uplift at joint 19. 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 WF45 S I42989771E16Piggyback Base 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:11 Page: 1 ID:87RYQc0M6YQMegtLYppxg6yZ5j3-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1212Sheet Front1 Ply =10x10 =4x6 =3x4 =3x6 =4x6 =3x6 =5x9 =5x6 =3x8 =3x4 =6x10 =3x6 =3x4 =4x9 =3x8 14 13 12 24 23 22 21 20 19 18 17 16 15 1 2 339 4 40 5 6 7 41 8 42 9 43 10 11 1-0-0 -1-0-0 4-2-12 24-5-8 3-9-8 20-2-12 8-0-14 16-5-5 8-4-6 8-4-6 11-1-12 35-7-4 6-11-0 42-6-4 0-4-10 12-9-0 3-6-8 16-3-9 4-1-0 20-4-8 6-0-7 12-4-6 6-3-15 6-3-15 6-11-0 35-7-4 6-11-0 42-6-4 8-3-12 28-8-412-2-00-10-1212-2-02-0-02-0-06-4-88-4-83-9-812-2-0Scale = 1:80.4 Plate Offsets (X, Y):[5:0-5-12,0-2-8], [6:0-4-4,0-1-12], [15:0-3-8,0-2-12], [24:Edge,0-7-8] 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 0.89 Vert(LL)-0.14 15-16 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(TL)-0.39 15-16 >933 180 TCDL 10.0 Rep Stress Incr YES WB 0.89 Horiz(TL)0.07 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 276 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-11,4-1:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 15-10,11-12,16-6,10-13,7-16,7-15:2x4 SPF No.2, 12-10:2x4 SPF-S 1650F 1.6E OTHERS 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 (4-11-9 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 8-15 WEBS 1 Row at midpt 11-12, 5-19, 10-13, 10-12, 7-16 REACTIONS (size)12= Mechanical, 19=12-9-0, 20=12-9-0, 21=12-9-0, 22=12-9-0, 23=12-9-0, 24=12-9-0 Max Horiz 24=325 (LC 6) Max Uplift 12=-124 (LC 6), 19=-247 (LC 6), 20=-34 (LC 21), 22=-75 (LC 5), 24=-59 (LC 6) Max Grav 12=1815 (LC 21), 19=2010 (LC 21), 20=8 (LC 6), 21=114 (LC 5), 22=-17 (LC 6), 23=381 (LC 24), 24=322 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-101/98, 3-39=-140/486, 4-39=-139/494, 4-40=-123/529, 5-40=-117/560, 5-6=-1217/89, 6-7=-839/102, 7-41=-1253/107, 8-41=-1253/107, 8-42=-1249/108, 9-42=-1249/108, 9-43=-1249/108, 10-43=-1249/108, 10-11=0/0, 2-24=-268/94 BOT CHORD 23-24=-379/473, 22-23=-214/147, 21-22=-214/147, 20-21=-214/147, 19-20=-214/147, 18-19=-122/587, 17-18=-122/587, 16-17=-123/586, 15-16=-121/1159, 14-15=0/111, 8-15=-469/103, 13-14=-18/3, 12-13=-60/816 WEBS 5-17=0/81, 5-16=0/476, 13-15=-55/848, 10-15=-85/766, 11-12=-331/50, 5-19=-1913/164, 6-16=0/545, 10-13=-79/203, 10-12=-1648/122, 3-23=-260/179, 3-19=-597/240, 7-16=-841/49, 7-15=0/231, 2-23=-374/176 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)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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Refer to girder(s) for truss to truss connections. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 24, 247 lb uplift at joint 19, 124 lb uplift at joint 12, 34 lb uplift at joint 20 and 75 lb uplift at joint 22. 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 WF45 S I42989772E17Piggyback Base Structural Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:11 Page: 1 ID:vfwa6M6OE?RDcvUu0Vyp?oyZ5ix-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 =3x6 =MT18HS 10x12 =3x4 =3x4 =2x4 =3x8 =3x4 =3x4 =2x4 =3x8 =4x9 =4x6 15 14 13 12 11 10 9 8 1 2 3 4 5 6 7 7-4-0 23-0-12 4-11-12 8-3-0 7-5-12 15-8-12 3-3-4 3-3-4 7-5-12 30-6-8 3-3-4 3-3-4 5-1-8 8-4-12 7-4-0 23-0-12 7-4-0 15-8-12 7-5-12 30-6-83-11-012-2-012-2-0Scale = 1:78 Plate Offsets (X, Y):[3:0-10-4,0-1-12], [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 0.75 Vert(LL)-0.08 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(TL)-0.22 8-9 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.03 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-8,11-3,11-6,8-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 3-13, 4-11, 6-8 REACTIONS (size)8= Mechanical, 15= Mechanical Max Horiz 15=32 (LC 4) Max Uplift 8=-111 (LC 4), 15=-80 (LC 4) Max Grav 8=1210 (LC 1), 15=1237 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-817/128, 2-3=-1057/221, 3-4=-887/223, 4-5=-887/223, 5-6=-887/223, 6-7=-136/147, 7-8=-192/81, 1-15=-1212/98 BOT CHORD 14-15=-25/13, 13-14=0/514, 12-13=0/623, 11-12=0/623, 10-11=0/601, 9-10=0/601, 8-9=0/601 WEBS 2-14=-527/48, 2-13=-14/232, 3-13=-53/149, 3-11=-24/392, 4-11=-469/150, 6-11=-40/384, 6-9=0/320, 6-8=-1129/105, 1-14=-4/788 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 111 lb uplift at joint 8 and 80 lb uplift at joint 15. 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 WF45 S I42989773E18Piggyback Base 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:12 Page: 1 ID:NsUyJh70?JZ4E334ZCT2X0yZ5iw-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 =MT18HS 7x10 =3x8 =3x4 =2x4 =3x8 =3x4 =3x4 =2x4 =6x8 =5x6 =3x6 14 13 12 11 10 9 8 1 2 4 16 5 6 7153 7-1-2 23-1-13 7-1-2 16-0-11 5-4-0 8-11-9 3-7-8 3-7-8 7-4-10 30-6-8 6-11-6 16-0-11 7-1-2 23-1-13 7-4-10 30-6-8 9-1-5 9-1-512-10-83-11-012-8-60-2-212-8-612-8-60-2-212-10-8Scale = 1:77.1 Plate Offsets (X, Y):[3:0-2-0,Edge], [8: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 1.00 Vert(LL)-0.18 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(TL)-0.45 13-14 >812 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.75 Horiz(TL)0.04 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 1-3:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-8:2x4 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-13, 4-9, 6-9, 2-14 REACTIONS (size)8= Mechanical, 14= Mechanical Max Horiz 14=34 (LC 6) Max Uplift 8=-111 (LC 6), 14=-78 (LC 6) Max Grav 8=1918 (LC 16), 14=1462 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-178/167, 2-3=-1261/223, 3-15=-914/214, 4-15=-918/214, 4-16=-885/205, 5-16=-885/205, 5-6=-885/205, 6-7=-885/205, 7-8=-1852/170, 1-14=-197/86 BOT CHORD 13-14=-1/619, 12-13=0/1135, 11-12=0/1135, 10-11=0/1135, 9-10=0/1135, 8-9=-132/151 WEBS 2-13=-58/390, 3-13=-40/392, 4-13=-556/30, 4-11=0/246, 4-9=-537/45, 6-9=-841/118, 7-9=-101/1692, 2-14=-1380/46 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 111 lb uplift at joint 8 and 78 lb uplift at joint 14. 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 WF45 S I42989774E19Half Hip 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:12 Page: 1 ID:r22KX18emchxrCeG7w_H4DyZ5iv-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =6x8 =3x6 =MT18HS 7x18 =3x4 =2x4 =4x9 =3x4 =3x4 =2x4 =4x9 =3x8 =4x6 13 12 11 10 9 8 7 1 14 3 16 4 5 617152 7-9-2 22-5-13 7-9-2 14-8-11 6-11-9 6-11-9 8-0-10 30-6-8 7-1-5 7-1-5 7-7-6 14-8-11 7-9-2 22-5-13 8-0-10 30-6-810-10-83-11-010-8-60-2-210-8-610-8-60-2-210-10-8Scale = 1:71.1 Plate Offsets (X, Y):[1:Edge,0-1-7], [2:1-0-6,Edge], [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 0.96 Vert(LL)-0.11 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(TL)-0.28 7-8 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.86 Horiz(TL)0.05 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 187 lb FT = 20% LUMBER TOP CHORD 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-5:2x4 SPF-S 1650F 1.6E, 13-1:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 2-12, 3-10, 5-7 REACTIONS (size)7= Mechanical, 13= Mechanical Max Horiz 13=26 (LC 6) Max Uplift 7=-110 (LC 6), 13=-85 (LC 6) Max Grav 7=1888 (LC 16), 13=1483 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-1306/117, 2-14=-1194/167, 2-15=-1343/215, 3-15=-1348/215, 3-16=-1344/214, 4-16=-1344/214, 4-17=-1344/214, 5-17=-1344/214, 5-6=-122/130, 6-7=-424/80, 1-13=-1423/120 BOT CHORD 12-13=0/74, 11-12=0/882, 10-11=0/882, 9-10=0/1076, 8-9=0/1076, 7-8=0/1076 WEBS 2-12=-305/72, 2-10=-36/775, 3-10=-834/150, 5-10=-33/449, 5-8=0/347, 5-7=-1750/107, 1-12=0/984 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)The Fabrication Tolerance at joint 2 = 8% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 7 and 85 lb uplift at joint 13. 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 WF45 S I42989775E20Half Hip 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:12 Page: 1 ID:C0rDalCna9JEy_WEwTaSnHyZ5iq-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10.612 7.0812 1212 =3x6 =5x6 =5x6 =12x12 =6x6 =5x9 =6x8 =2x8 =6x8 =5x6 =7x12 =6x8 =5x6 =4x6 =4x9 =2x4 =MT18HS 12x14 =8x8 =8x8 =6x8 =MT18HS 6x12 HHUS210 -2HUS26HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 22 21 20 19 18 17 16 15 141327 28 29 3012 31 32 33 11 10 1 2 4 23 5 6 7 24 8 25 26 93 0-1-8 17-0-9 1-1-4 3-0-9 2-11-11 26-9-3 3-10-11 30-7-14 6-8-10 37-4-8 6-8-15 23-9-8 6-10-6 16-11-1 7-0-2 10-0-11 1-11-5 1-11-5 6-10-0 44-2-8 1-1-4 3-2-5 2-1-1 2-1-1 6-8-4 44-2-8 6-10-6 37-6-4 6-10-6 16-11-1 6-10-6 30-7-14 6-10-6 10-0-11 6-10-6 23-9-88-9-06-4-91-11-00-2-28-1-38-1-30-5-128-6-140-2-28-9-0Scale = 1:80.9 Plate Offsets (X, Y):[1:0-2-12,0-2-0], [2:0-5-4,0-2-12], [3:0-3-0,0-2-14], [5:0-6-0,0-4-8], [9:0-4-6,0-4-0], [11:Edge,0-5-8], [12:0-3-8,0-4-12], [14:0-6-4,0-8-0], [21:0-3-8,0-6-12] 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 0.94 Vert(LL)-0.23 13-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.75 Vert(TL)-0.44 13-15 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.96 Horiz(TL)0.07 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 810 lb FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x10 SP 2250F 1.9E *Except* 16-14,18-16:2x10 SP No.2 WEBS 2x4 SPF No.2 *Except* 21-2,22-1,21-1:2x4 SPF Stud/No.3, 11-10:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-4 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20 REACTIONS (size)11=0-3-8, 22= Mechanical Max Horiz 22=-21 (LC 6) Max Uplift 11=-73 (LC 6), 22=-129 (LC 6) Max Grav 11=8430 (LC 18), 22=4312 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1628/155, 2-3=-1572/147, 3-4=-1489/146, 4-23=-7289/267, 5-23=-7289/267, 5-6=-9191/265, 6-7=-10545/216, 7-24=-10545/216, 8-24=-10545/216, 8-25=-10548/217, 25-26=-10545/217, 9-26=-10544/217, 9-10=-8959/142, 1-22=-4545/150, 10-11=-7629/116 BOT CHORD 21-22=-65/95, 20-21=0/1117, 19-20=-14/4901, 18-19=-14/4901, 17-18=-14/4901, 16-17=-48/7330, 15-16=-48/7330, 14-15=-44/9191, 13-14=-44/9191, 13-27=0/6289, 27-28=0/6289, 28-29=0/6289, 29-30=0/6289, 12-30=0/6289, 12-31=-46/759, 31-32=-46/759, 32-33=-46/759,11-33=-46/759 WEBS 2-21=-1598/3, 3-20=0/350, 9-12=0/1014, 1-21=-23/3577, 10-12=0/5811, 4-20=-5229/137, 4-19=0/400, 4-17=-50/3655, 5-17=-2663/122, 5-15=0/2879, 6-15=-1989/75, 6-13=0/2291, 8-13=-842/127, 9-13=-65/6617, 2-20=-49/2163 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 8-13 2x4 - 1 row at 0-3-0 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)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 22 and 73 lb uplift at joint 11. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use Simpson Strong-Tie HHUS210-2 (30-10d Girder, 10-10d Truss) or equivalent at 35-8-10 from the left end 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 36-2-14 from the left end to 48-2-14 to connect truss(es) to front face of bottom chord. 14)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: 1-2=-60, 2-3=-60, 3-9=-60, 9-10=-60, 11-22=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply WF45 S I42989776E21Hip Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:13 Page: 1 ID:Zzf6dSGvPhyW2lOBj09dUKyZ5il-Mock Me Continued on page 2 September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 13=-5061 (F), 27=-472 (F), 28=-472 (F),29=-472 (F), 30=-472 (F), 31=-472 (F), 32=-472 (F), 33=-468 (F) Job Truss Truss Type Qty Ply WF45 S I42989776E21Hip Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:13 Page: 2 ID:Zzf6dSGvPhyW2lOBj09dUKyZ5il-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.0812 1212 =MT18HS 3x8 =6x6 =6x6 =8x8 =3x6 =6x6 =6x6 =4x6 =5x9 WB =4x6 =3x4 =MT18HS 4x14 =3x8 =3x4 =10x10 =MT18HS 7x10 =5x6 =5x9 =MT18HS 7x10 =4x6 =MT18HS 5x10 =6x6 =MT18HS 7x10 =3x8 =6x8 =MT18HS 3x8 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 381 8293452867 121136372 353034339313210 1-4-4 45-6-12 2-4-8 2-4-8 4-8-0 16-6-4 4-8-0 11-10-4 4-8-7 30-0-8 4-9-12 7-2-4 4-9-12 21-4-0 5-2-8 39-3-0 4-0-0 34-0-8 4-0-0 25-4-0 4-11-8 44-2-8 2-6-4 2-6-4 4-3-8 25-5-12 4-3-8 34-2-4 4-4-15 29-10-12 4-11-0 39-1-4 5-1-4 44-2-8 6-2-11 21-2-4 6-2-11 8-8-15 6-2-11 14-11-1010-10-85-5-111-11-00-2-20-2-26-8-66-8-60-2-26-10-83-9-1410-8-60-2-210-10-8Scale = 1:84.7 Plate Offsets (X, Y):[1:0-2-12,0-2-0], [9:0-7-14,Edge], [10:0-2-0,Edge], [11:0-5-0,0-2-0], [12:0-4-4,0-3-4], [13:0-3-8,Edge], [16:0-3-8,0-1-8], [20:0-2-8,0-1-12] 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 0.95 Vert(LL)-0.42 21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(TL)-0.77 21-23 >681 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horiz(TL)0.19 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 271 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 8-9:2x6 SPF No.2,11-12:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 20-8,20-9,19-9,19-10,19-11,17-12,4-26,6-21: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (2-1-10 max.): 2-8, 9-10, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 8-20, 9-19, 11-19, 11-17, 1-27, 4-26, 5-25 REACTIONS (size)15=0-3-8, 27= Mechanical Max Horiz 27=-82 (LC 6) Max Uplift 15=-175 (LC 6), 27=-142 (LC 6) Max Grav 15=2275 (LC 26), 27=2510 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1035/137, 2-3=-908/129, 3-4=-907/127, 4-5=-2831/230, 5-28=-3970/293, 6-28=-3970/293, 6-7=-4273/320, 7-29=-4273/320, 8-29=-4273/320, 8-30=-3564/322, 9-30=-3482/339, 9-31=-2225/272, 31-32=-2222/273, 10-32=-2219/273, 10-33=-3065/320, 33-34=-3068/310, 34-35=-3082/307,11-35=-3147/303, 11-36=-2831/252,36-37=-2831/252, 12-37=-2831/252,12-38=-2190/193, 13-38=-2287/175,13-14=0/129, 1-27=-2489/156,13-15=-2229/201 BOT CHORD 26-27=-32/144, 25-26=0/2454, 24-25=-42/3521, 23-24=-42/3521, 22-23=-78/4162, 21-22=-78/4162, 20-21=-82/4274, 19-20=0/2538, 18-19=-14/2865, 17-18=-14/2865, 16-17=0/1585, 15-16=-13/113 WEBS 2-26=-13/233, 8-21=-347/69, 8-20=-3268/278, 9-20=-185/2813, 9-19=-789/40, 10-19=-138/1878, 11-19=-1247/181, 11-17=-1519/143, 12-17=-112/2021, 12-16=-430/50, 1-26=-75/2175, 13-16=0/1661, 4-26=-2628/162, 6-21=-5/561, 4-25=-31/1597, 5-25=-1580/120,5-23=-26/1026, 6-23=-817/102 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)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 16.9 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 142 lb uplift at joint 27 and 175 lb uplift at joint 15. 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 WF45 S I42989777E22Roof Special 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:13 Page: 1 ID:F?ZvlBxY4CD_T?ZEqdi4ZLyZ5kS-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.0812 1212 =MT18HS 3x8 =6x6 =8x8 =5x6 =5x6 =5x6 =4x6 =3x8 =4x6 =MT18HS 4x14 =3x4 =3x4 =10x12 =MT18HS 4x14 =MT18HS 7x10 =8x8 =3x4 =4x9 =10x10 =6x8 =MT18HS 5x10 =4x6 =6x6 =3x10 =4x6 =2x8 27 26 25 2423 22 21 20 19 18 17 16 15 14 13 391 729345286 37 3811 122 30 36 35 8 31 932 33 34 10 1-4-4 45-6-12 1-7-14 1-7-14 4-3-5 5-11-2 4-4-4 27-8-4 4-4-4 32-0-8 4-5-1 10-4-3 4-5-1 14-9-4 4-6-13 19-4-0 5-2-8 41-3-0 4-0-0 36-0-8 4-0-0 23-4-0 2-11-8 44-2-8 1-6-2 1-6-2 2-9-12 44-2-8 4-0-0 36-2-4 4-3-8 23-5-12 5-2-8 41-4-12 5-10-12 19-2-4 5-10-12 7-4-13 5-10-12 13-3-9 8-8-7 32-2-48-10-83-10-131-11-00-2-20-2-24-8-64-8-60-2-24-10-83-9-148-8-60-2-28-10-8Scale = 1:80.9 Plate Offsets (X, Y): [1:0-2-8,0-2-4], [3:0-3-0,0-1-8], [7:0-7-12,Edge], [8:0-7-14,Edge], [10:0-7-14,Edge], [11:0-5-0,0-2-0], [12:0-3-14,Edge], [13:0-3-0,0-1-12], [15:0-3-8,Edge], [16:0-3-8,0-1-8], [17:0-1-12,0-1-8], [23:0-5-7,Edge], [25:0-3-0,0-1-8] 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 0.93 Vert(LL)-0.60 22 >879 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.96 Vert(TL)-1.07 22-24 >491 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horiz(TL)0.25 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 244 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-8:2x6 SPF No.2,11-12,5-7:2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 21-19:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 *Except*20-7,20-8,18-10,17-12,26-1,9-20,9-18:2x4SPF 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.): 2-7, 8-10, 11-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-20, 11-18, 1-27, 9-18, 3-26, 4-25 REACTIONS (size)15=0-3-8, 27= Mechanical Max Horiz 27=-75 (LC 6) Max Uplift 15=-180 (LC 6), 27=-143 (LC 6) Max Grav 15=2446 (LC 26), 27=2593 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-911/102, 2-3=-808/96, 3-4=-3671/244, 4-5=-5542/345, 5-28=-5542/345, 6-28=-5542/345, 6-29=-6304/401, 7-29=-6304/401, 7-30=-4687/326, 8-30=-4605/349, 8-31=-3345/295, 9-31=-3345/295, 9-32=-2597/259, 32-33=-2596/259, 33-34=-2593/259, 10-34=-2591/259, 10-35=-3688/308, 35-36=-3703/291, 11-36=-3769/285, 11-37=-3605/267, 37-38=-3605/267, 12-38=-3605/267, 12-39=-2001/171, 13-39=-2051/150, 13-14=0/129, 1-27=-2569/139, 13-15=-2435/189 BOT CHORD 26-27=-9/118, 25-26=-47/3083, 24-25=-139/4767, 23-24=-199/5885, 22-23=-199/5885, 21-22=-221/6315, 20-21=-221/6315, 19-20=-2/3141, 18-19=-2/3141, 17-18=-87/3664, 16-17=0/1495, 15-16=-30/38 WEBS 2-26=-2/191, 7-22=-464/68, 7-20=-4411/329, 8-20=-160/2964, 10-18=-134/2371, 11-18=-1577/189, 11-17=-1809/149, 12-17=-159/2813, 12-16=-838/55, 1-26=-83/2287, 13-16=0/1751, 9-20=0/496, 9-18=-1163/87, 3-25=-47/1856,3-26=-3220/191, 4-25=-1971/139,4-24=-42/1394, 6-24=-1084/115,6-22=-28/752 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 16.9 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)The Fabrication Tolerance at joint 11 = 8% 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 143 lb uplift at joint 27 and 180 lb uplift at joint 15. 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 WF45 S I42989778E23Roof Special 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:14 Page: 1 ID:ENPLLJiZ5sMSEKmesCt9QqyZ5m2-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.0812 1212 =3x8 =4x6 =6x6 =8x8 =4x6 =4x6 =3x8 =4x6 =3x6 =MT18HS 6x12 =4x9 =4x6 =MT18HS 7x18 =MT18HS 8x14 =12x12 =MT18HS 5x14 =2x4 =4x9 =6x8 =8x8 =8x8 =6x12 =2x8 =6x6 =12x12 =4x6 =3x8 NAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILEDNAILED NAILED NAILEDNAILED NAILEDNAILEDNAILEDNAILED NAILEDNAILED NAILED NAILEDNAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILEDNAILED THJA26 58 59 60 28 27 50 51 26 52 53 2554 2455 56 23 22 57 21 20 19 61 18 62 17 63 64 6516 15 14 49131736331324333435563029121147482 37 46 8 38 39 40 41 9 4243 44 45 10 0-4-8 0-11-3 0-11-3 1-4-4 45-6-12 0-11-8 44-2-8 4-0-5 9-1-10 4-0-5 13-1-15 4-2-1 17-4-0 4-2-1 5-1-5 5-2-8 43-3-0 4-0-0 38-0-8 4-0-0 21-4-0 6-4-4 27-8-4 6-4-4 34-0-8 0-9-12 44-2-8 1-0-15 1-0-15 4-0-0 38-2-4 4-0-0 21-2-4 5-2-8 43-4-12 5-4-7 17-2-4 5-4-7 11-9-13 5-4-7 6-5-6 6-6-0 27-8-4 6-6-0 34-2-46-10-82-3-141-11-00-2-20-2-22-8-62-8-60-2-22-10-83-9-146-8-60-2-26-10-8Scale = 1:80.5 Plate Offsets (X, Y): [6:0-4-8,Edge], [7:0-5-12,0-3-0], [8:0-3-0,0-2-8], [10:0-5-14,Edge], [11:0-6-0,0-2-12], [12:0-3-14,Edge], [13:0-3-0,0-1-12], [15:0-5-8,0-1-8], [18:0-3-12,0-5-8], [21:0-6-0,0-6-4], [28:0-5-4,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.65 21-23 >816 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(TL)-1.14 21-23 >464 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr NO WB 0.91 Horiz(TL)0.11 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 580 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-6,8-10,6-7:2x4SPF-S 1650F 1.6E, 7-8:2x6 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 21-7,21-8,20-8,20-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or4-8-2 oc purlins, except end verticals, and2-0-0 oc purlins (3-0-2 max.): 2-7, 8-10,11-12. BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. WEBS 1 Row at midpt 11-16 REACTIONS (size)15=0-3-8, 28= Mechanical Max Horiz 28=-67 (LC 6) Max Uplift 15=-1525 (LC 6), 28=-1586 (LC 6) Max Grav 15=3530 (LC 42), 28=3188 (LC 42) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1433/750, 2-29=-1330/694, 29-30=-1331/694, 3-30=-1335/694, 3-31=-7721/3604, 31-32=-7721/3604, 4-32=-7721/3604, 4-33=-12906/5657, 33-34=-12906/5657, 34-35=-12906/5657, 5-35=-12906/5657, 5-6=-15699/6421, 6-36=-15699/6421, 7-36=-15699/6421, 7-37=-9414/3658, 8-37=-9302/3677, 8-38=-6298/2391, 38-39=-6298/2391, 39-40=-6298/2391, 40-41=-6298/2391, 9-41=-6298/2391, 9-42=-6303/2392, 42-43=-6300/2392, 43-44=-6299/2392, 44-45=-6297/2392, 10-45=-6296/2392, 10-46=-6586/2483, 11-46=-6706/2468, 11-47=-1354/604, 47-48=-1354/604, 12-48=-1354/604, 12-13=-1771/868, 13-49=0/129, 14-49=0/82, 1-28=-3129/1599, 13-15=-4123/1824 BOT CHORD 27-28=0/122, 27-50=-2825/6307, 50-51=-2825/6307, 26-51=-2825/6307, 26-52=-4588/10539, 52-53=-4588/10539, 25-53=-4588/10539, 25-54=-5802/13830, 24-54=-5802/13830, 24-55=-5802/13830, 55-56=-5802/13830, 23-56=-5802/13830, 22-23=-6324/15781, 22-57=-6324/15781, 21-57=-6324/15781, 21-58=-2367/6468, 58-59=-2367/6468, 59-60=-2367/6468, 20-60=-2367/6468, 19-20=-1547/4602, 19-61=-1547/4602, 18-61=-1547/4602, 18-62=-2834/7715, 17-62=-2834/7715, 17-63=-2829/7684, 63-64=-2829/7684, 64-65=-2829/7684, 16-65=-2829/7684, 15-16=-7/98 WEBS 2-27=-228/378, 7-23=-1510/385, 7-21=-10618/4513, 8-21=-2558/6173, 8-20=-375/298, 9-20=-1106/332, 10-20=-857/2268, 10-18=-974/2560, 11-18=-3560/1474, 11-17=-495/86, 1-27=-1409/2801, 13-16=-1274/3256, 3-26=-1283/2730, 3-27=-5719/2583, 4-26=-3700/1443, 4-25=-1236/3068, 5-25=-1836/522, 5-23=-570/2264, 12-16=-481/861, 11-16=-6912/2558 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 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. Job Truss Truss Type Qty Ply WF45 S I42989779E24Roof Special Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:19 Page: 1 ID:_nkN8kHI7ihsoHTvuc5QfLyZ5az-Mock Me Continued on page 2 September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 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) 0-10-8 to 46-3-8; 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 16.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)The Fabrication Tolerance at joint 11 = 0% 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Refer to girder(s) for truss to truss connections. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1586 lb uplift at joint 28 and 1525 lb uplift at joint 15. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, LeftHand Hip) or equivalent at 43-10-6 from the left end to connect truss(es) to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)"NAILED" indicates 3-10d (0.148"x3") or 2-12d(0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-7=-60, 7-8=-60, 8-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 15-28=-20 Concentrated Loads (lb) Vert: 2=41 (B), 6=40 (B), 8=-68 (B), 10=-68 (B), 12=40 (B), 21=-28 (B), 9=-68 (B), 20=-28 (B), 18=-28 (B), 19=-28 (B), 29=40 (B), 30=40 (B), 31=40 (B), 32=40 (B), 33=40 (B), 35=40 (B), 36=40 (B), 37=-58 (B), 38=-68 (B), 39=-68 (B), 40=-68 (B), 42=-68 (B), 44=-68 (B), 46=-58 (B), 47=40 (B), 48=40 (B), 57=-173 (B), 58=-28 (B), 59=-28 (B), 60=-28 (B), 61=-28 (B), 62=-173 (B), 65=49 (B) Job Truss Truss Type Qty Ply WF45 S I42989779E24Roof Special Girder 1 2WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:19 Page: 2 ID:_nkN8kHI7ihsoHTvuc5QfLyZ5az-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.7412 5.0912 5.6512 9.4512 =2x8 =MT18HS 5x10 =3x6 =6x8 =4x12 =8x8 =4x9 =10x10 =10x10 =6x6 =5x9 =MT18HS 7x18 =3x8 =MT18HS 5x10=2x8 HUS26 HUS26 HUS26 HUS26 HHUS28-2HUS28 HUS28 HHUS28-2 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 23 24 15 21 2214 13 12 25 1126 27 10 28 29 9 1 8 72 63162017185194 2-0-10 9-5-14 2-5-8 7-5-3 2-5-14 2-5-14 2-1-10 14-3-14 2-8-7 12-2-4 2-5-14 4-11-11 2-1-10 16-5-9 0-1-11 16-5-9 0-1-11 0-1-11 1-9-2 9-4-2 2-5-8 7-6-15 2-8-7 12-0-8 4-3-5 16-3-14 4-11-12 5-1-76-3-121-7-121-8-15-0-85-0-80-2-125-3-41-0-86-3-12Scale = 1:64 Plate Offsets (X, Y):[3:0-6-0,0-1-12], [4:0-5-8,0-2-0], [5:0-3-0,0-2-1], [6:0-4-8,0-2-1], [7:0-3-8,0-1-8], [11:0-5-0,0-6-4], [12:0-3-8,0-6-4], [13:0-3-8,0-6-4] 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)-0.05 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL)-0.09 10-11 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.68 Horiz(TL)0.02 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 390 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 14-9:2x8 SP 2250F 1.8E 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)9=0-4-6, 15=0-4-9 Max Horiz 15=-3 (LC 7) Max Uplift 9=-1575 (LC 6), 15=-313 (LC 6) Max Grav 9=11635 (LC 29), 15=7359 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-715/76, 2-3=-7830/418, 3-16=-7153/419, 16-17=-7101/411, 17-18=-7095/413, 4-18=-7065/418, 4-19=-7081/409, 5-19=-7081/409, 5-20=-7750/426, 6-20=-7820/434, 6-7=-9496/511, 7-8=-977/139, 1-15=-551/58, 8-9=-773/101 BOT CHORD 15-21=-201/4916, 21-22=-201/4916, 14-22=-201/4916, 14-23=-201/4916, 13-23=-201/4916, 13-24=-220/6352, 12-24=-220/6352, 12-25=-227/6544, 11-25=-227/6544, 11-26=-298/7561, 26-27=-298/7561, 10-27=-298/7561, 10-28=-252/5633, 28-29=-252/5633, 9-29=-252/5633 WEBS 3-13=0/1333, 3-12=-85/353, 4-12=-32/1007, 4-11=-29/1745, 5-11=-57/3074, 6-11=-1070/119, 6-10=-162/3262, 2-15=-7260/334, 7-9=-8907/370, 2-13=-28/2096, 7-10=-62/2841 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-12 2x4 - 1 row at 0-5-0 oc, member 6-10 2x4 - 2 rows staggered at 0-5-0 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 thisdesign. 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 bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1575 lb uplift at joint 9 and 313 lb uplift at joint 15. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-10-4 from the left end to 7-10-4 to connect truss(es) to front face of bottom chord. 12)Use Simpson Strong-Tie HHUS28-2 (22-10d Girder, 8-10d Truss) or equivalent at 9-11-0 from the left end to connect truss(es) to front face of bottom chord. 13)Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss) or equivalent at 11-10-4 from the left end to connect truss(es) to front face of bottom chord. 14)Use Simpson Strong-Tie HUS28 (22-16d Girder, 8-16d Truss) or equivalent at 13-10-4 from the left end to connect truss(es) to front face of bottom chord. 15)Use Simpson Strong-Tie HHUS28-2 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent at 15-9-8 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. 17)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989780FRoof Special Girder 1 3WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:22 Page: 1 ID:KkYGBSLQyEK9u2Lsh9hbMPyZ5au-Mock Me Continued on page 2 September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 6-8=-60,9-15=-20 Concentrated Loads (lb) Vert: 4=-50 (B), 5=-50 (B), 13=-6 (B), 12=-1486(F=-1463, B=-23), 11=-23 (B), 10=-2493 (F=-2490,B=-3), 16=-23 (B), 19=-49 (B), 20=-21 (B), 21=-1190(F), 22=-1 (B), 23=-1190 (F), 24=-1456 (F=-1442,B=-14), 25=-22 (B), 26=-4292 (F), 27=-14 (B), 28=-2573 (F), 29=-2728 (F) Job Truss Truss Type Qty Ply WF45 S I42989780FRoof Special Girder 1 3WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:22 Page: 2 ID:KkYGBSLQyEK9u2Lsh9hbMPyZ5au-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =3x4 =2x4 5 4 1 2 3 1-3-8 1-3-8 1-11-0 -1-11-0 1-3-82-9-151-11-02-9-15Scale = 1:31.8 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 0.50 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 4 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 No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-4-9 Max Horiz 5=130 (LC 5) Max Uplift 4=-193 (LC 6), 5=-175 (LC 4) Max Grav 4=90 (LC 4), 5=439 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-429/181, 1-2=0/119, 2-3=-129/108, 3-4=-136/203 BOT CHORD 4-5=-106/7 WEBS 2-4=0/142 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 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 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 175 lb uplift at joint 5 and 193 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989781J01Diagonal Hip Girder 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:23 Page: 1 ID:p?PMuaLb5YwZAh__WUmACKyZ7zE-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 =4x12 =3x4 NAILED NAILED Special NAILED 8 7 10 65 1 2 493 1-4-4 -1-4-4 1-0-0 1-0-0 4-0-0 5-0-0 0-5-2 5-0-0 1-1-12 1-1-12 3-5-2 4-6-142-11-01-11-00-2-22-11-0Scale = 1:43.3 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 0.89 Vert(LL)0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)-0.02 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.11 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 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 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 8=0-3-8 Max Horiz 8=149 (LC 36) Max Uplift 4=-87 (LC 6), 5=-120 (LC 6), 8=-295 (LC 6) Max Grav 4=223 (LC 14), 5=100 (LC 18), 8=356 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-372/341, 1-2=0/129, 2-3=-149/264, 3-9=-1/3, 4-9=-3/2 BOT CHORD 7-8=-123/12, 7-10=-159/109, 6-10=-159/109, 5-6=0/0 WEBS 3-7=-221/96, 2-7=-152/277, 3-6=-132/192 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) -1-4-4 to 4-11-4; 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 tobearing plate capable of withstanding 295 lb uplift at joint 8, 87 lb uplift at joint 4 and 120 lb uplift at joint 5. 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 beprovided sufficient to support concentrated load(s) 45 lb down and 180 lb up at 1-0-0 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, 5-8=-20 Concentrated Loads (lb) Vert: 3=31 (F), 7=45 (F), 9=31 (F) Job Truss Truss Type Qty Ply WF45 S I42989782J02Jack-Open Girder 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:23 Page: 1 ID:pGxoSOZF4m39jInF0Ya9OvyZ7yz-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 =5x6 7 6 5 1 2 483 1-4-4 -1-4-4 2-0-0 5-0-0 3-0-0 3-0-0 2-1-12 5-0-0 2-10-4 2-10-44-11-01-11-00-2-24-11-0Scale = 1:34.7 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)0.08 6-7 >711 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(TL)-0.14 6-7 >401 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.24 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 Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=216 (LC 6) Max Uplift 4=-35 (LC 6), 5=-84 (LC 6), 7=-9 (LC 6) Max Grav 4=118 (LC 14), 5=186 (LC 19), 7=515 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-396/29, 1-2=0/129, 2-3=-148/106, 3-8=0/3, 4-8=-3/1 BOT CHORD 6-7=-190/64, 5-6=0/0 WEBS 3-6=-210/77, 2-6=-81/227 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 7, 35 lb uplift at joint 4 and 84 lb uplift at joint 5. 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 WF45 S I42989783J03Jack-Open 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:23 Page: 1 ID:5XlkfYp?S1NpuwdXxE_sQ2yZ7zw-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 5-0-0 5-0-0 0-2-14 5-0-0 4-9-2 4-9-26-11-01-11-06-11-0Scale = 1:41.5 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)-0.04 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.10 4-5 >600 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 24 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 5-0-0 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=286 (LC 4) Max Uplift 3=-111 (LC 4), 4=-62 (LC 4) Max Grav 3=210 (LC 8), 4=97 (LC 3), 5=296(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-248/1, 1-2=0/106, 2-3=-119/131 BOT CHORD 4-5=-259/117 WEBS 2-4=-124/275 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 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 111 lb uplift at joint 3 and 62 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989784J04Jack-Open 7 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:23 Page: 1 ID:_J?FUvsVVFuENXwIA42oauyZ7zs-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-0-0 1-0-0 1-4-4 -1-4-4 0-0-15 1-0-0 0-11-1 0-11-12-11-01-11-02-11-0Scale = 1:36.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(TL)0.00 5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 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 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=60 (LC 5) Max Uplift 3=-125 (LC 6), 4=-143 (LC 4), 5=-9 (LC 4) Max Grav 3=90 (LC 4), 4=17 (LC 3), 5=301 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-292/14, 1-2=0/106, 2-3=-100/63 BOT CHORD 4-5=-74/0 WEBS 2-4=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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 9 lb uplift at joint 5, 143 lb uplift at joint 4 and 125 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989785J05Jack-Open 4 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:23 Page: 1 ID:s4ElKHw0ZUOgs9E4Pw7klkyZ7zo-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =3x4 =2x4 5 4 1 2 3 1-11-0 -1-11-0 2-8-7 2-8-7 2-8-73-9-151-11-03-9-15Scale = 1:28.7 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 0.50 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 4 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 No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-4-9 Max Horiz 5=75 (LC 4) Max Uplift 4=-40 (LC 6), 5=-86 (LC 4) Max Grav 4=66 (LC 8), 5=342 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-318/100, 1-2=0/119, 2-3=-72/67, 3-4=-48/64 BOT CHORD 4-5=-60/0 WEBS 2-4=0/124 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 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 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 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 86 lb uplift at joint 5 and 40 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989786J06Diagonal Hip Girder 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:24 Page: 1 ID:lrUGAezWdju6KmYremBgvayZ7zk-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-0-0 2-0-0 0-1-5 2-0-0 1-10-11 1-10-113-11-01-11-03-11-0Scale = 1:31.7 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 0.42 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 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=187 (LC 4) Max Uplift 3=-43 (LC 6), 4=-137 (LC 4), 5=-17 (LC 5) Max Grav 3=81 (LC 5), 4=55 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-230/35, 1-2=0/106, 2-3=-65/55 BOT CHORD 4-5=-161/40 WEBS 2-4=-54/218 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 17 lb uplift at joint 5, 137 lb uplift at joint 4 and 43 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989787J07Jack-Open 14 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:24 Page: 1 ID:9Q9Pog?PweGgCDGQJulNXCyZ7zh-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 4 3 1 2 2-0-0 0-1-5 2-0-0 1-10-11 1-10-113-11-01-11-03-11-0Scale = 1:30.8 Plate Offsets (X, Y):[3: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)0.00 3-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)0.00 3-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 2 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 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 (lb/size)2=55/ Mechanical, 3=19/ Mechanical, 4=74/0-3-8 Max Horiz 4=114 (LC 4) Max Uplift 2=-50 (LC 4), 3=-70 (LC 4), 4=-30 (LC 5) Max Grav 2=82 (LC 7), 3=85 (LC 5), 4=103 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 70 lb uplift at joint 3, 50 lb uplift at joint 2 and 30 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 WF45 S I42989788J08Jack-Open 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 15:05:02 Page: 1 ID:Z?rXQh1HCZeF3h??_0I49ryZ7ze-0xwQ7v?zzv5MMFRB9HGvep7BhQDEPCJx74wa23yZ3YF September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =3x4 =2x4 5 4 1 2 3 1-2-13 1-2-13 1-11-0 -1-11-0 1-2-132-9-71-11-02-9-7Scale = 1:35.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horiz(TL)0.00 4 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 No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-4-9 Max Horiz 5=130 (LC 5) Max Uplift 4=-207 (LC 6), 5=-180 (LC 4) Max Grav 4=96 (LC 4), 5=451 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-441/186, 1-2=0/119, 2-3=-136/113, 3-4=-145/216 BOT CHORD 4-5=-106/7 WEBS 2-4=0/149 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 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 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 180 lb uplift at joint 5 and 207 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989789J09Diagonal Hip Girder 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:24 Page: 1 ID:WOyIrN3XkAvzI?9N6RKYEGyZ7zc-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 0-11-8 0-11-8 1-4-4 -1-4-4 0-0-15 0-11-8 0-10-9 0-10-92-10-81-11-02-10-8Scale = 1:38.4 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 0.42 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(TL)0.00 5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 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 0-11-8 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=61 (LC 5) Max Uplift 3=-132 (LC 6), 4=-148 (LC 4), 5=-11 (LC 4) Max Grav 3=97 (LC 4), 4=16 (LC 3), 5=306 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-298/16, 1-2=0/106, 2-3=-105/68 BOT CHORD 4-5=-73/0 WEBS 2-4=0/170 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 11 lb uplift at joint 5, 148 lb uplift at joint 4 and 132 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989790J10Jack-Open 11 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:24 Page: 1 ID:wyeQUP5Q15HY9StynZuFsuyZ7zZ-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.29 12 =2x4 =3x6 =3x4 5 4 1 2 3 0-11-11 0-11-11 1-5-4 -1-5-4 0-0-15 0-11-11 0-10-12 0-10-122-10-01-11-02-10-0Scale = 1:35.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(TL)0.00 5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 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 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=61 (LC 5) Max Uplift 3=-146 (LC 6), 4=-142 (LC 4), 5=-24 (LC 4) Max Grav 3=101 (LC 4), 4=17 (LC 3), 5=329 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-320/29, 1-2=0/109, 2-3=-111/69 BOT CHORD 4-5=-71/0 WEBS 2-4=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 12.7 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 24 lb uplift at joint 5, 142 lb uplift at joint 4 and 146 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989791J11Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:25 Page: 1 ID:l6?hkSABdx1htNL68q?f59yZ7zT-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =3x4 =2x4 5 4 1 2 3 1-11-0 -1-11-0 4-0-12 4-0-12 4-0-124-9-71-11-04-9-7Scale = 1:32.5 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 0.52 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 24 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 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5=0-4-9 Max Horiz 5=77 (LC 4) Max Uplift 4=-20 (LC 4), 5=-90 (LC 4) Max Grav 4=140 (LC 8), 5=338 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-300/113, 1-2=0/119, 2-3=-88/58, 3-4=-102/19 BOT CHORD 4-5=-62/0 WEBS 2-4=0/130 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 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 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 90 lb uplift at joint 5 and 20 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989792J12Diagonal Hip Girder 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:25 Page: 1 ID:duFCaqDhgAX7M_etNg3bG?yZ7zP-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 =5x6 NAILED Special 7 6 5 1 2 483 1-4-4 -1-4-4 2-0-0 4-11-8 2-11-8 2-11-8 2-1-12 4-11-8 2-9-12 2-9-124-10-81-11-00-2-24-10-8Scale = 1:41.6 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)0.12 6-7 >457 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.83 Vert(TL)-0.19 6-7 >301 180 TCDL 10.0 Rep Stress Incr NO WB 0.10 Horiz(TL)0.32 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 Stud/No.3 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)4= Mechanical, 5= Mechanical, 7=0-3-8 Max Horiz 7=215 (LC 6) Max Uplift 4=-35 (LC 6), 5=-139 (LC 6), 7=-54 (LC 6) Max Grav 4=118 (LC 14), 5=275 (LC 19), 7=555 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-394/32, 1-2=0/129, 2-3=-147/106, 3-8=0/3, 4-8=-3/1 BOT CHORD 6-7=-188/63, 5-6=0/0 WEBS 3-6=-241/80, 2-6=-82/227 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 7, 35 lb uplift at joint 4 and 139 lb uplift at joint 5. 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) 129 lb down and 96 lb up at 2-11-8 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=-97 (F) Job Truss Truss Type Qty Ply WF45 S I42989793J13Jack-Open Girder 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:25 Page: 1 ID:f7aKOahferEAqLE4JWkRX0yZ7wD-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 4-11-8 4-11-8 0-2-14 4-11-8 4-8-11 4-8-116-10-81-11-06-10-8Scale = 1:41.3 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 0.49 Vert(LL)-0.04 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.43 Vert(TL)-0.09 4-5 >615 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 23 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 4-11-8 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=284 (LC 4) Max Uplift 3=-110 (LC 4), 4=-63 (LC 4) Max Grav 3=208 (LC 8), 4=96 (LC 3), 5=295(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-247/2, 1-2=0/106, 2-3=-118/130 BOT CHORD 4-5=-258/116 WEBS 2-4=-123/273 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 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 110 lb uplift at joint 3 and 63 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989794J14Jack-Open 8 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:25 Page: 1 ID:SafKzVinFSaS98iZj4n_tRyZ7yn-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-11-8 2-11-8 0-1-13 2-11-8 2-9-12 2-9-124-10-81-11-04-10-8Scale = 1:32.9 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 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 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 2-11-8 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=217 (LC 4) Max Uplift 3=-41 (LC 4), 4=-99 (LC 4) Max Grav 3=116 (LC 11), 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=-76/73 BOT CHORD 4-5=-191/64 WEBS 2-4=-74/223 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 41 lb uplift at joint 3 and 99 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989795J15Jack-Open 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:25 Page: 1 ID:LLvrptlIJh4tel0Kyvsw2HyZ7yj-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10.7212 =2x4 =3x6 =3x4 6 5 4 1 2 3 1-6-3 -1-6-3 3-10-2 3-10-2 0-0-3 0-0-3 0-5-10 3-10-2 3-4-5 3-4-85-4-31-11-05-4-3Scale = 1:34.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(TL)-0.03 5-6 >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 3-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-3-9 Max Horiz 6=233 (LC 4) Max Uplift 3=-59 (LC 4), 4=-75 (LC 4) Max Grav 3=147 (LC 8), 4=73 (LC 3), 6=277(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-241/3, 1-2=0/111, 2-3=-88/86 BOT CHORD 5-6=-207/77, 4-5=0/0 WEBS 2-5=-86/231 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 13.3 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 59 lb uplift at joint 3 and 75 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989796J16Jack-Open 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:26 Page: 1 ID:LdRGNhyyJvDTAMpbR_fvEsyZ7yS-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.3612 =2x4 =3x6 =3x4 6 54 1 2 3 1-4-15 -1-4-15 5-5-5 5-5-5 0-0-2 0-0-2 0-6-8 5-5-5 4-10-11 4-10-137-0-91-10-137-0-9Scale = 1:42.1 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 0.58 Vert(LL)-0.05 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(TL)-0.13 5-6 >479 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.01 3 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 Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-3-7 Max Horiz 6=288 (LC 4) Max Uplift 3=-115 (LC 4), 4=-53 (LC 4) Max Grav 3=223 (LC 8), 4=105 (LC 3), 6=317(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-264/0, 1-2=0/107, 2-3=-122/135 BOT CHORD 5-6=-262/121, 4-5=0/0 WEBS 2-5=-128/276 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 12.6 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 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 115 lb uplift at joint 3 and 53 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989797J17Jack-Open 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:26 Page: 1 ID:EfCCnsC7MMtUBbveAuYqaIyZ7y7-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.6812 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-11 -1-4-11 5-9-8 5-9-8 0-3-5 5-9-8 5-6-3 5-6-37-6-111-11-07-6-11Scale = 1:44.3 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 0.69 Vert(LL)-0.07 4-5 >953 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.60 Vert(TL)-0.18 4-5 >381 180 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)-0.01 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 Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-3 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-7 Max Horiz 5=304 (LC 4) Max Uplift 3=-129 (LC 4), 4=-50 (LC 4) Max Grav 3=242 (LC 8), 4=113 (LC 3), 5=329(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-272/0, 1-2=0/107, 2-3=-137/149 BOT CHORD 4-5=-278/133 WEBS 2-4=-139/290 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 129 lb uplift at joint 3 and 50 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989798J18Jack-Open 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:26 Page: 1 ID:2pZT2wHuyCdevWNnX9eEqZyZ7y1-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.6212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-13 -1-4-13 3-1-13 3-1-13 0-1-14 3-1-13 2-11-14 2-11-144-11-101-11-04-11-10Scale = 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 0.44 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 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: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 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=220 (LC 4) Max Uplift 3=-44 (LC 4), 4=-93 (LC 4) Max Grav 3=122 (LC 8), 4=68 (LC 5), 5=255 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-225/18, 1-2=0/108, 2-3=-78/75 BOT CHORD 4-5=-194/66 WEBS 2-4=-76/223 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 12.4 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 93 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989799J19Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:26 Page: 1 ID:TOFcgxJnF7?Dmz5MCHCxSByZ7y_-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12.0212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-9-9 3-9-9 0-2-3 3-9-9 3-7-6 3-7-65-8-111-11-05-8-11Scale = 1:36.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 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 3-9-9 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=263 (LC 4) Max Uplift 3=-89 (LC 4), 4=-89 (LC 4) Max Grav 3=162 (LC 8), 4=79 (LC 5), 5=254(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/22, 1-2=0/106, 2-3=-94/102 BOT CHORD 4-5=-237/91 WEBS 2-4=-100/261 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 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 89 lb uplift at joint 3 and 89 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989800J20Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:27 Page: 1 ID:PnMM5dL1nkFw0HFlJiEPXcyZ7xy-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.6512 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-12 -1-4-12 4-5-15 4-5-15 0-2-10 4-5-15 4-3-5 4-3-56-3-61-11-06-3-6Scale = 1:38.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.03 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(TL)-0.06 4-5 >834 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 3 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 5=0-3-8 Max Horiz 5=264 (LC 4) Max Uplift 3=-91 (LC 4), 4=-68 (LC 4) Max Grav 3=184 (LC 8), 4=87 (LC 3), 5=281(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-238/2, 1-2=0/107, 2-3=-101/113 BOT CHORD 4-5=-238/101 WEBS 2-4=-108/256 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 12.4 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 91 lb uplift at joint 3 and 68 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989801J21Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:27 Page: 1 ID:pM2VjfNv3feVtl_K?qo69FyZ7xv-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 4-4-12 4-4-12 0-2-9 4-4-12 4-2-3 4-2-36-3-121-11-06-3-12Scale = 1:38.9 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 0.37 Vert(LL)-0.02 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(TL)-0.06 4-5 >894 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 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 Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-12 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=265 (LC 4) Max Uplift 3=-92 (LC 4), 4=-71 (LC 4) Max Grav 3=182 (LC 8), 4=85 (LC 3), 5=274(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-232/8, 1-2=0/106, 2-3=-101/114 BOT CHORD 4-5=-239/101 WEBS 2-4=-109/257 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 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 92 lb uplift at joint 3 and 71 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989802J22Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:27 Page: 1 ID:ExkdMgQoMa04kCjvgzLpmtyZ7xs-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.5912 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-13 -1-4-13 4-6-4 4-6-4 0-2-10 4-6-4 4-3-10 4-3-106-3-61-11-06-3-6Scale = 1:38.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.03 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(TL)-0.06 4-5 >820 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 3 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-4 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=264 (LC 4) Max Uplift 3=-91 (LC 4), 4=-67 (LC 4) Max Grav 3=184 (LC 8), 4=87 (LC 3), 5=283(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-239/1, 1-2=0/108, 2-3=-101/113 BOT CHORD 4-5=-238/101 WEBS 2-4=-108/255 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 12.4 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 91 lb uplift at joint 3 and 67 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989803J23Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:27 Page: 1 ID:6iz8B2TIQpWWDp0gvoQlxjyZ7xo-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.7812 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-9-12 3-9-12 0-2-4 3-9-12 3-7-8 3-7-85-7-101-10-115-7-10Scale = 1:35.9 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 0.26 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 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 3-9-12 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=242 (LC 4) Max Uplift 3=-71 (LC 4), 4=-77 (LC 4) Max Grav 3=154 (LC 8), 4=75 (LC 5), 5=254(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/11, 1-2=0/105, 2-3=-89/95 BOT CHORD 4-5=-216/84 WEBS 2-4=-93/237 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 12.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf 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 71 lb uplift at joint 3 and 77 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989804J24Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:27 Page: 1 ID:XHfHq3VBjku44HlFaxzSZMyZ7xl-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 11.3312 =2x4 =3x6 =3x4 6 5 4 1 2 3 1-4-14 -1-4-14 3-6-1 3-6-1 0-0-2 0-0-2 0-5-7 3-6-1 3-0-8 3-0-105-2-71-10-115-2-7Scale = 1:34.1 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 0.26 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)-0.02 5-6 >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: 17 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 3-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-3-7 Max Horiz 6=227 (LC 4) Max Uplift 3=-55 (LC 4), 4=-83 (LC 4) Max Grav 3=136 (LC 8), 4=70 (LC 5), 6=258(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-225/13, 1-2=0/107, 2-3=-83/82 BOT CHORD 5-6=-201/73, 4-5=0/0 WEBS 2-5=-84/229 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 12.7 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 55 lb uplift at joint 3 and 83 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989805J25Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:28 Page: 1 ID:qu5LsHoE36wgyzas_zP4XQyZ7xN-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10.6112 =2x4 =3x6 =3x4 6 5 4 1 2 3 1-5-8 -1-5-8 1-10-3 1-10-3 0-0-2 0-0-2 0-4-11 1-10-3 1-5-6 1-5-83-5-141-10-43-5-14Scale = 1:32.5 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 0.47 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)0.00 5-6 >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: 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 1-10-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)3= Mechanical, 4= Mechanical, 6=0-3-8 Max Horiz 6=170 (LC 4) Max Uplift 3=-59 (LC 6), 4=-130 (LC 4), 6=-9 (LC 5) Max Grav 3=71 (LC 5), 4=48 (LC 5), 6=271 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-254/32, 1-2=0/106, 2-3=-64/45 BOT CHORD 5-6=-144/32, 4-5=0/0 WEBS 2-5=-48/221 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 13.4 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 9 lb uplift at joint 6, 130 lb uplift at joint 4 and 59 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989806J26Jack-Open 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:28 Page: 1 ID:Mz3PDl_HI1xPtQpxwKhqAoyZ7x7-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 =3x4 =4x6 =3x4 1 12 11 10 9 8 7 2 6 3 5 4 0-2-6 11-9-8 5-8-6 11-7-2 5-10-12 5-10-12 11-9-88-4-50-0-48-0-11Scale = 1:51.3 Plate Offsets (X, Y):[4:Edge,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 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 0.15 Horiz(TL)0.00 7 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 OTHERS 2x4 SPF Stud/No.3 *Except* 10-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=11-9-8, 7=11-9-8, 8=11-9-8, 9=11-9-8, 10=11-9-8, 11=11-9-8, 12=11-9-8 Max Uplift 1=-85 (LC 5), 7=-85 (LC 5), 8=-150 (LC 4), 9=-147 (LC 4), 10=-39 (LC 5), 11=-147 (LC 4), 12=-150 (LC 4) Max Grav 1=170 (LC 4), 7=170 (LC 4), 8=258 (LC 7), 9=261 (LC 7), 10=160 (LC 4), 11=261 (LC 7), 12=258 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-216/165, 2-3=-81/42, 3-4=-140/118, 4-5=-140/118, 5-6=-81/42, 6-7=-216/165 BOT CHORD 1-12=-111/152, 11-12=-111/152, 10-11=-111/152, 9-10=-111/152, 8-9=-111/152, 7-8=-111/152 WEBS 4-10=-137/80, 3-11=-222/173, 2-12=-211/168, 5-9=-222/173, 6-8=-211/168 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 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 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 85 lb uplift at joint 1, 85 lb uplift at joint 7, 39 lb uplift at joint 10, 147 lb uplift at joint 11, 150 lb uplift at joint 12, 147 lb uplift at joint 9 and 150 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989807LAY01Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:28 Page: 1 ID:MeLFIARQrVZlme3guMxfxVyZ81?-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 16.9712=3x4 =3x4 =3x4 =3x4 =3x41615141312 11 17 10918 819 1 7 2 6 3 5 4 0-2-5 -0-2-5 0-2-6 15-7-6 4-4-14 4-4-14 11-0-2 15-5-0 9-2-3 15-7-6 6-5-3 6-5-315-10-80-6-89-1-38-9-89-1-36-9-515-10-8Scale = 1:89.7 Plate Offsets (X, Y):[4:Edge,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 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 0.16 Horiz(TL)0.02 11 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 *Except* 9-11:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 19-2,13-8,12-10:2x4 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. WEBS 1 Row at midpt 5-17, 6-15, 7-14 REACTIONS (size)1=15-7-6, 11=15-7-6, 12=15-7-6, 13=15-7-6, 14=15-7-6, 15=15-7-6, 16=15-7-6, 17=15-7-6, 18=15-7-6, 19=15-7-6 Max Horiz 1=-273 (LC 4) Max Uplift 1=-453 (LC 5), 11=-252 (LC 5), 12=-180 (LC 4), 13=-121 (LC 4), 14=-134 (LC 4), 15=-183 (LC 4), 16=-474 (LC 4), 17=-99 (LC 5), 18=-48 (LC 4), 19=-186 (LC 4) Max Grav 1=588 (LC 4), 11=400 (LC 4), 12=336 (LC 8), 13=224 (LC 8), 14=257 (LC 8), 15=272 (LC 8), 16=385 (LC 5), 17=241 (LC 4), 18=195 (LC 8), 19=245 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-133/102, 2-3=-103/69, 3-4=-148/148, 4-5=-49/13, 5-6=-168/170, 6-7=-76/24, 7-8=-173/136, 8-9=-308/245, 9-10=-313/215,10-11=-500/406 BOT CHORD 1-19=-465/574, 18-19=-469/584, 17-18=-469/586, 16-17=-473/600, 15-16=-261/332, 14-15=-261/332, 13-14=-261/332, 12-13=-261/332, 11-12=-261/332 WEBS 2-19=-211/206, 3-18=-154/74, 5-17=-200/123, 6-15=-235/193, 7-14=-213/158, 8-13=-194/147, 10-12=-267/198 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 453 lb uplift at joint 1, 474 lb uplift at joint 16, 252 lb uplift at joint 11, 186 lb uplift at joint 19, 48 lb uplift at joint 18, 99 lb uplift at joint 17, 183 lb uplift at joint 15, 134 lb uplift at joint 14, 121 lb uplift at joint 13 and 180 lb uplift at joint 12. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 19, 18, 17. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989808LAY02Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:28 Page: 1 ID:w5vIRZDOG5yIiMVQEnRkR7yZ8OW-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 =3x4 =4x6 =4x6 1 12 11 10 9 8 2 3 4 5 6 7 2-11-4 9-10-12 6-11-8 6-11-8 9-10-129-10-60-0-49-10-6Scale = 1:55.5 Plate Offsets (X, Y):[5:0-1-2,Edge], [7:Edge,0-3-8], [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 0.51 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 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 *Except* 5-7:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 11-3,12-2:2x4 SPFStud/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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS (size)1=9-10-12, 8=9-10-12, 9=9-10-12, 10=9-10-12, 11=9-10-12, 12=9-10-12 Max Horiz 1=48 (LC 4) Max Uplift 1=-105 (LC 5), 8=-23 (LC 4), 10=-37 (LC 4), 11=-186 (LC 4), 12=-149 (LC 4) Max Grav 1=215 (LC 4), 8=66 (LC 7), 9=169 (LC 1), 10=175 (LC 7), 11=280 (LC 7), 12=256 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-272/191, 2-3=-120/81, 3-4=-112/84, 4-5=-170/169, 5-6=-126/137, 6-7=-126/137, 7-8=-113/120 BOT CHORD 1-12=-126/138, 11-12=-126/138, 10-11=-126/138, 9-10=-126/138, 8-9=-126/138 WEBS 6-9=-155/128, 4-10=-153/88, 3-11=-236/204, 2-12=-210/168 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)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 105 lb uplift at joint 1, 23 lb uplift at joint 8, 37 lb uplift at joint 10, 186 lb uplift at joint 11 and 149 lb uplift at joint 12. 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 WF45 S I42989809LAY03Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:29 Page: 1 ID:Ugh1AF?vnxU5vt9i9kHhLPyZ80G-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 16.9712=2x4 =5x6 =2x4 =3x4 =2x4 =2x4 =2x4 =2x47 6 8 1 2 3 4 5 0-2-5 -0-2-5 2-9-6 2-9-6 2-11-4 5-8-10 1-8-3 1-8-3 4-0-7 5-8-106-10-50-6-86-10-54-5-122-4-9Scale = 1:48.9 Plate Offsets (X, Y):[3:0-1-2,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 0.44 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=5-8-10, 6=5-8-10, 7=5-8-10, 8=5-8-10 Max Horiz 1=64 (LC 5) Max Uplift 1=-77 (LC 5), 6=-30 (LC 4), 8=-264 (LC 4) Max Grav 1=161 (LC 4), 6=67 (LC 8), 7=173 (LC 1), 8=309 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/49, 2-3=-124/118, 3-4=-93/101, 4-5=-93/101, 5-6=-80/80 BOT CHORD 1-8=-184/192, 7-8=-93/101, 6-7=-93/101 WEBS 4-7=-129/51, 2-8=-172/139 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)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 30 lb uplift at joint 6, 77 lb uplift at joint 1 and 264 lb uplift at joint 8. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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 WF45 S I42989810LAY04Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:29 Page: 1 ID:Q3pnbx19IYkp8AJ5G9K9QqyZ80E-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 16.9712 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1 30 29 28 27 26 25 24 23 22 21 20 19 2 18 3 17 4 5 6 7 8 9 10 11 12 1314 15 16 6-11-8 6-11-8 18-6-6 25-5-14 6-11-11 25-5-14 18-6-3 18-6-39-10-60-0-49-10-6Scale = 1:64.3 Plate Offsets (X, Y):[5:0-1-2,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 0.18 Horiz(TL)0.00 16 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 165 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 13-16:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 1-28:2x4 SPF Stud/ No.3 OTHERS 2x4 SPF No.2 *Except*17-15,18-14,29-3,30-2:2x4 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.): 5-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-21, 10-22, 9-23, 8-24, 7-25, 6-26 REACTIONS (size)1=25-3-2, 16=25-3-2, 17=25-3-2, 18=25-3-2, 19=25-3-2, 20=25-3-2, 21=25-3-2, 22=25-3-2, 23=25-3-2, 24=25-3-2, 25=25-3-2, 26=25-3-2, 27=25-3-2, 29=25-3-2, 30=25-3-2 Max Horiz 1=257 (LC 4) Max Uplift 1=-208 (LC 5), 16=-64 (LC 4), 17=-15 (LC 4), 18=-13 (LC 4), 19=-22 (LC 4), 20=-52 (LC 5), 21=-16 (LC 4), 22=-13 (LC 4), 23=-14 (LC 4), 24=-14 (LC 4), 25=-15 (LC 4), 27=-99 (LC 4), 29=-119 (LC 4), 30=-101 (LC 4) Max Grav 1=281 (LC 4), 16=106 (LC 7), 17=166 (LC 8), 18=159 (LC 1), 19=156 (LC 1), 20=68 (LC 4), 21=154 (LC 8), 22=162 (LC 1), 23=160 (LC 8), 24=160 (LC 1), 25=165 (LC 8), 26=144 (LC 1), 27=229 (LC 7), 29=252 (LC 7), 30=218 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-347/295, 2-3=-239/202, 3-4=-101/83, 4-5=-79/34, 5-6=-41/42, 6-7=-41/42, 7-8=-41/42, 8-9=-41/42, 9-10=-41/42, 10-11=-41/42, 11-12=-41/42, 12-13=-41/42, 13-14=-41/42, 14-15=-41/42, 15-16=-41/42 BOT CHORD 1-30=-42/41, 29-30=-42/41, 28-29=-42/41, 27-28=-42/41, 26-27=-42/41, 25-26=-42/41, 24-25=-42/41, 23-24=-42/41, 22-23=-42/41, 21-22=-42/41, 20-21=-42/41, 19-20=-77/87, 18-19=-82/89, 17-18=-83/88, 16-17=-82/79 WEBS 15-17=-123/38, 14-18=-119/38, 12-19=-121/38, 11-21=-119/38, 10-22=-120/38, 9-23=-120/38, 8-24=-120/38, 7-25=-125/39, 6-26=-104/15, 4-27=-188/123, 3-29=-212/145, 2-30=-177/118 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)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 1, 52 lb uplift at joint 20, 64 lb uplift at joint 16, 15 lb uplift at joint 17, 13 lb uplift at joint 18, 22 lb uplift at joint 19, 16 lb uplift at joint 21, 13 lb uplift at joint 22, 14 lb uplift at joint 23, 14 lb uplift at joint 24, 15 lb uplift at joint 25, 99 lb uplift at joint 27, 119 lb uplift at joint 29 and 101 lb uplift at joint 30. 9)Non Standard bearing condition. Review required. 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 WF45 S I42989811LAY05Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:29 Page: 1 ID:Jq2IQI4gMnEEdocsV?O5bgyZ80A-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 =3x4 =3x6 =3x6 1 12 11 10 9 8 2 3 4 5 6 7 9-3-0 9-3-013-1-40-0-413-1-4Scale = 1:65.4 Plate Offsets (X, Y):[8: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 0.47 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 0.23 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 *Except* 1-3:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 9-6:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS (size)1=9-3-0, 8=9-3-0, 9=9-3-0, 10=9-3-0, 11=9-3-0, 12=9-3-0 Max Horiz 1=66 (LC 4) Max Uplift 1=-207 (LC 5), 8=-168 (LC 5), 9=-198 (LC 4), 10=-144 (LC 4), 11=-169 (LC 4), 12=-131 (LC 4) Max Grav 1=331 (LC 4), 8=220 (LC 4), 9=289 (LC 7), 10=249 (LC 7), 11=272 (LC 7), 12=218 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-408/283, 2-3=-276/161, 3-4=-267/180, 4-5=-106/63, 5-6=-132/98, 6-7=-175/170, 7-8=-83/64 BOT CHORD 1-12=-167/182, 11-12=-167/182, 10-11=-167/182, 9-10=-167/182, 8-9=-167/182 WEBS 6-9=-140/65, 5-10=-235/204, 4-11=-224/184, 2-12=-183/150 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)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 168 lb uplift at joint 8, 207 lb uplift at joint 1, 198 lb uplift at joint 9, 144 lb uplift at joint 10, 169 lb uplift at joint 11 and 131 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989812LAY06Lay-In Gable 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:29 Page: 1 ID:UyDSk3CZm9dgRUyzep5gX?yZ80?-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 =3x4 =4x6 =3x4 1 12 11 10 9 8 7 62 53 4 0-2-6 12-6-0 6-0-9 12-3-9 6-3-0 6-3-0 12-6-08-10-50-0-48-6-10Scale = 1:53.4 Plate Offsets (X, Y):[4:Edge,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 7 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (size)1=12-6-0, 7=12-6-0, 8=12-6-0, 9=12-6-0, 10=12-6-0, 11=12-6-0, 12=12-6-0 Max Uplift 1=-76 (LC 5), 7=-76 (LC 5), 8=-164 (LC 4), 9=-140 (LC 4), 10=-47 (LC 5), 11=-140 (LC 4), 12=-164 (LC 4) Max Grav 1=171 (LC 4), 7=171 (LC 4), 8=287 (LC 7), 9=252 (LC 7), 10=170 (LC 4), 11=252 (LC 7), 12=287 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-219/170, 2-3=-83/33, 3-4=-144/124, 4-5=-144/124, 5-6=-83/33, 6-7=-219/170 BOT CHORD 1-12=-118/161, 11-12=-118/161, 10-11=-118/161, 9-10=-118/161, 8-9=-118/161, 7-8=-118/161 WEBS 4-10=-147/89, 3-11=-216/166, 2-12=-232/182, 5-9=-216/166, 6-8=-232/182 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 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 76 lb uplift at joint 1, 76 lb uplift at joint 7, 47 lb uplift at joint 10, 140 lb uplift at joint 11, 164 lb uplift at joint 12, 140 lb uplift at joint 9 and 164 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989813LAY07Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:30 Page: 1 ID:GRYe4P2Y6Hj3ZSbn2wC_0gyZ8Q1-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.97 12 =3x4 =3x6 =3x6 1 12 11 10 9 8 2 3 4 5 6 7 0-2-6 0-2-6 1-8-13 1-11-3 7-4-13 9-4-0 9-4-013-2-10Scale = 1:65.1 Plate Offsets (X, Y):[8: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 0.48 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 0.24 Horiz(TL)0.00 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 *Except* 1-3:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 9-6:2x4 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9 REACTIONS (size)1=9-4-0, 8=9-4-0, 9=9-4-0, 10=9-4-0, 11=9-4-0, 12=9-4-0 Max Horiz 1=66 (LC 4) Max Uplift 1=-202 (LC 5), 8=-170 (LC 5), 9=-198 (LC 4), 10=-143 (LC 4), 11=-168 (LC 4), 12=-133 (LC 4) Max Grav 1=329 (LC 4), 8=223 (LC 4), 9=289 (LC 7), 10=249 (LC 7), 11=272 (LC 7), 12=222 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-407/282, 2-3=-273/156, 3-4=-263/177, 4-5=-103/61, 5-6=-135/101, 6-7=-176/171, 7-8=-84/64 BOT CHORD 1-12=-168/184, 11-12=-168/184, 10-11=-168/184, 9-10=-168/184, 8-9=-168/184 WEBS 6-9=-138/63, 5-10=-235/204, 4-11=-224/184, 2-12=-186/152 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 170 lb uplift at joint 8, 202 lb uplift at joint 1, 198 lb uplift at joint 9, 143 lb uplift at joint 10, 168 lb uplift at joint 11 and 133 lb uplift at joint 12. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989814LAY08Lay-In Gable 2 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:30 Page: 1 ID:eN9DN2N_vHwpcyGhIEe0o9yZ8N1-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 =3x4 =3x4 =3x4 =3x4 =3x4 =6x6 =3x4 1 36 35 34 33 32 31 3029 28 27 26 25 24 23 22 21 20 19 2 18 3 17 4 1656789101112131415 0-2-6 32-4-0 6-6-6 32-1-10 6-8-13 6-8-13 18-10-7 25-7-4 32-4-09-6-80-0-49-2-14Scale = 1:60.8 Plate Offsets (X, Y):[5:0-1-2,Edge], [16:0-2-14,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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.01 19 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-22, 15-23, 14-24, 12-25, 11-27, 10-28, 9-30, 8-31, 7-32, 6-33 REACTIONS (size)1=32-4-6, 19=32-4-6, 20=32-4-6, 21=32-4-6, 22=32-4-6, 23=32-4-6, 24=32-4-6, 25=32-4-6, 27=32-4-6, 28=32-4-6, 30=32-4-6, 31=32-4-6, 32=32-4-6, 33=32-4-6, 34=32-4-6, 35=32-4-6, 36=32-4-6 Max Horiz 1=-1 (LC 5) Max Uplift 1=-119 (LC 5), 19=-61 (LC 5), 20=-133 (LC 4), 21=-100 (LC 4), 23=-5 (LC 4), 24=-16 (LC 4), 25=-14 (LC 4), 27=-14 (LC 4), 28=-14 (LC 4), 30=-14 (LC 4), 31=-12 (LC 4), 32=-30 (LC 4),34=-41 (LC 4), 35=-120 (LC 4),36=-91 (LC 4) Max Grav 1=178 (LC 4), 19=152 (LC 4), 20=311 (LC 7), 21=228 (LC 7), 22=126 (LC 1), 23=164 (LC 1), 24=160 (LC 1), 25=160 (LC 1), 27=160 (LC 1), 28=160 (LC 1), 30=160 (LC 1), 31=160 (LC 1), 32=166 (LC 7), 33=141 (LC 1), 34=184 (LC 7), 35=257 (LC 7), 36=218 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-221/191, 2-3=-119/101, 3-4=-92/37, 4-5=-128/103, 5-6=-84/88, 6-7=-84/88, 7-8=-84/88, 8-9=-84/88, 9-10=-84/88, 10-11=-84/88, 11-12=-84/88, 12-13=-84/88, 13-14=-84/88, 14-15=-84/88, 15-16=-85/88, 16-17=-135/101, 17-18=-88/27, 18-19=-191/168 BOT CHORD 1-36=-118/144, 35-36=-118/144, 34-35=-118/144, 33-34=-118/144, 32-33=-118/144, 31-32=-118/144, 30-31=-118/144, 29-30=-118/144, 28-29=-118/144, 27-28=-118/144, 26-27=-118/144, 25-26=-118/144, 24-25=-118/144, 23-24=-118/144, 22-23=-118/144, 21-22=-118/144, 20-21=-118/144, 19-20=-118/144 WEBS 16-22=-84/3, 15-23=-124/29, 14-24=-119/40, 12-25=-120/38, 11-27=-120/38, 10-28=-120/38, 9-30=-120/38, 8-31=-120/36, 7-32=-126/54, 6-33=-101/14, 4-34=-144/64, 3-35=-217/146, 2-36=-176/109, 17-21=-196/125, 18-20=-246/155 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)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 119 lb uplift at joint 1, 61 lb uplift at joint 19, 5 lb uplift at joint 23, 16 lb uplift at joint 24, 14 lb uplift at joint 25, 14 lb uplift at joint 27, 14 lb uplift at joint 28, 14 lb uplift at joint 30, 12 lb uplift at joint 31, 30 lb uplift at joint 32, 41 lb uplift at joint 34, 120 lb uplift at joint 35, 91 lb uplift at joint 36, 100 lb uplift at joint 21 and 133 lb uplift at joint 20. 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 WF45 S I42989815LAY09Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:30 Page: 1 ID:VAb1zU9B?2sn8qnW4Js5tZyZ8Pu-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 47.1712 16.9712=3x4 =4x9 =3x4 =3x4 =5x7 =3x4 25 24 23 22 21 20 19 18 17 16 15 14 1 2 3 4 5 6 7 8 910 11 12 13 2-0-15 2-0-15 19-11-13 22-0-12 5-9-7 22-0-12 16-3-5 16-3-58-2-30-0-48-2-3Scale = 1:56.4 Plate Offsets (X, Y):[1:0-3-6,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 0.29 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 0.14 Horiz(TL)-0.01 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-13:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 *Except* 25-23:2x4 SP 2400F 2.0E OTHERS 2x4 SPF No.2 *Except* 15-11,14-12:2x4 SPFStud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 1-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)13=21-9-15, 14=21-9-15, 15=21-9-15, 16=21-9-15, 17=21-9-15, 18=21-9-15, 19=21-9-15, 20=21-9-15, 21=21-9-15, 22=21-9-15, 24=21-9-15, 25=21-9-15 Max Horiz 25=220 (LC 4) Max Uplift 13=-174 (LC 4), 14=-14 (LC 4), 15=-15 (LC 4), 16=-56 (LC 5), 17=-10 (LC 4), 18=-14 (LC 4), 19=-14 (LC 4), 20=-11 (LC 4), 21=-29 (LC 4), 24=-78 (LC 4) Max Grav 13=177 (LC 5), 14=152 (LC 1), 15=166 (LC 1), 16=154 (LC 4), 17=162 (LC 8), 18=159 (LC 8), 19=160 (LC 1), 20=160 (LC 8), 21=165 (LC 7), 22=165 (LC 8), 24=188 (LC 7), 25=116 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-25=-121/57, 1-2=-106/120, 2-3=-106/120, 3-4=-106/120, 4-5=-106/120, 5-6=-106/120, 6-7=-106/120, 7-8=-106/120, 8-9=-106/120, 9-10=-106/120, 10-11=-107/120, 11-12=-107/120, 12-13=-107/120 BOT CHORD 24-25=-120/106, 23-24=-120/106, 22-23=-120/106, 21-22=-120/106, 20-21=-120/106, 19-20=-120/106, 18-19=-120/106, 17-18=-120/106, 16-17=-121/107, 15-16=-220/205, 14-15=-219/201, 13-14=-216/190 WEBS 2-24=-91/39, 3-22=-128/0, 4-21=-121/49, 5-20=-120/36, 6-19=-120/38, 7-18=-120/38, 8-17=-121/38, 10-16=-119/37, 11-15=-122/39, 12-14=-114/34 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 1x4 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 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 56 lb uplift at joint 16, 174 lb uplift at joint 13, 78 lb uplift at joint 24, 29 lb uplift at joint 21, 11 lb uplift at joint 20, 14 lb uplift at joint 19, 14 lb uplift at joint 18, 10 lb uplift at joint 17, 15 lb uplift at joint 15 and 14 lb uplift at joint 14. 10)Non Standard bearing condition. Review required. 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 WF45 S I42989816LAY10Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:30 Page: 1 ID:7enQrH76zWHSef4gNvTZu0yZ81P-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 16.9712 =3x4 =2x4 =2x4 =2x4 =5x6 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 1 12 1110 9 2 8 3 4 5 6 7 5-0-6 10-9-10 5-9-4 5-9-4 5-0-3 5-0-3 5-9-7 10-9-108-2-30-0-48-2-3Scale = 1:56.8 Plate Offsets (X, Y):[4:0-1-2,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 0.13 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 0.13 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-7:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 10-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 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)1=10-6-14, 7=10-6-14, 8=10-6-14, 9=10-6-14, 10=10-6-14, 11=10-6-14, 12=10-6-14 Max Horiz 1=262 (LC 4) Max Uplift 1=-110 (LC 5), 7=-73 (LC 4), 8=-34 (LC 4), 9=-5 (LC 4), 10=-34 (LC 5), 11=-82 (LC 4), 12=-211 (LC 4) Max Grav 1=229 (LC 4), 7=110 (LC 7), 8=170 (LC 8), 9=147 (LC 1), 10=60 (LC 4), 11=157 (LC 7), 12=355 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-294/235, 2-3=-91/56, 3-4=-82/43, 4-5=-43/46, 5-6=-43/46, 6-7=-43/46 BOT CHORD 1-12=-46/43, 11-12=-46/43, 10-11=-46/43, 9-10=-89/92, 8-9=-89/91, 7-8=-88/81 WEBS 6-8=-127/57, 5-9=-106/27, 3-11=-155/114, 2-12=-286/230 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)Provide adequate drainage to prevent water ponding. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 1, 73 lb uplift at joint 7, 34 lb uplift at joint 10, 34 lb uplift at joint 8, 5 lb uplift at joint 9, 82 lb uplift at joint 11 and 211 lb uplift at joint 12. 8)Non Standard bearing condition. Review required. 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 WF45 S I42989817LAY11Lay-In Gable 1 1WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:31 Page: 1 ID:mJLPyW1f9syDrpBN5?sSE1yZ82p-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =3x4 =3x4 =6x6 =3x4 1112 18 17 16 15 14 13 12 10 7 23 86 9 53 19 22 2120 4 0-6-5 -0-6-5 0-6-5 25-1-3 0-11-11 24-6-13 6-7-8 14-2-11 9-4-8 23-7-3 7-7-3 7-7-3 24-6-138-1-120-5-30-2-21-2-121-2-120-2-21-4-146-7-88-0-6Scale = 1:56.6 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [6:0-2-0,Edge], [9:0-3-14,Edge], [10:0-2-6,0-1-8] 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 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 17-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=24-6-13, 10=24-6-13, 12=24-6-13, 13=24-6-13, 14=24-6-13, 15=24-6-13, 17=24-6-13, 18=24-6-13 Max Horiz 2=0 (LC 7) Max Uplift 10=-88 (LC 29), 12=-69 (LC 6), 13=-36 (LC 6), 14=-5 (LC 6), 15=-127 (LC 6), 18=-151 (LC 6) Max Grav 2=122 (LC 21), 10=48 (LC 26), 12=374 (LC 29), 13=621 (LC 19), 14=485 (LC 19), 15=626 (LC 30), 17=445 (LC 20), 18=469 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-58/131, 3-19=-141/113, 19-20=-93/128, 4-20=-87/144, 4-21=-89/212, 21-22=-91/126, 5-22=-178/111, 5-6=-39/234, 6-7=-49/68, 7-23=-50/69, 8-23=-50/69, 8-9=-49/69, 9-10=-98/151, 10-11=0/24 BOT CHORD 2-18=-82/87, 17-18=-82/87, 16-17=-82/87, 15-16=-82/87, 14-15=-82/87, 13-14=-82/87, 12-13=-82/87, 10-12=-82/87 WEBS 4-17=-367/0, 3-18=-372/192, 5-15=-545/175, 7-14=-406/52, 8-13=-538/85, 9-12=-307/112 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)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 12.0 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 151 lb uplift at joint 18, 127 lb uplift at joint 15, 5 lb uplift at joint 14, 36 lb uplift at joint 13, 69 lb uplift at joint 12 and 88 lb uplift at joint 10. 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 WF45 S I42989818PB01Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:31 Page: 1 ID:PIThevE01O49KW4coVyz_LyZ8OV-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =3x4 =3x4 =3x4 =3x4 1 122 19 18 17 16 15 14 13 11 10 724 8 25 96 3 5 20 23 2221 4 0-6-5 25-1-3 0-6-5 -0-6-5 2-11-11 24-6-13 4-7-8 12-2-11 9-4-8 21-7-3 7-7-3 7-7-3 24-6-138-1-120-5-30-2-23-2-123-2-120-2-23-4-144-7-88-0-6Scale = 1:53.9 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [6:0-2-0,Edge], [9:0-2-0,Edge], [11:0-2-6,0-1-8] 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 0.33 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 0.19 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 89 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 18-4:2x4 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.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=24-6-13, 11=24-6-13, 13=24-6-13, 14=24-6-13, 15=24-6-13, 16=24-6-13, 18=24-6-13, 19=24-6-13 Max Uplift 2=-2 (LC 6), 11=-45 (LC 29), 13=-66 (LC 6), 14=-26 (LC 6), 15=-26 (LC 6), 16=-135 (LC 6), 18=-1 (LC 7), 19=-150 (LC 6) Max Grav 2=196 (LC 20), 11=157 (LC 20), 13=345 (LC 30), 14=530 (LC 19), 15=596 (LC 19), 16=617 (LC 30), 18=267 (LC 23), 19=467 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-191/57, 3-20=-269/144, 20-21=-227/159, 4-21=-195/174, 4-22=-162/172, 22-23=-221/158, 5-23=-377/156, 5-6=-28/113, 6-7=-111/30, 7-24=-111/29, 8-24=-111/29, 8-25=-112/30, 9-25=-111/30, 9-10=-253/21, 10-11=-156/59, 11-12=0/24 BOT CHORD 2-19=-14/109, 18-19=-14/109, 17-18=-14/109, 16-17=-14/109, 15-16=-14/109, 14-15=-14/109, 13-14=-14/109, 11-13=-14/109 WEBS 4-18=-189/78, 3-19=-369/191, 5-16=-536/183, 7-15=-516/74, 8-14=-447/75, 10-13=-280/114 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 12.0 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 2 lb uplift at joint 2, 1 lb uplift at joint 18, 150 lb uplift at joint 19, 135 lb uplift at joint 16, 26 lb uplift at joint 15, 26 lb uplift at joint 14, 66 lb uplift at joint 13 and 45 lb uplift at joint 11. 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 WF45 S I42989819PB02Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:31 Page: 1 ID:?FrP9WcTkw_mYHya6W0EktyZ8O0-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =3x4 =3x4 =6x6 =3x4 1 112 18 17 16 15 14 13 12 10 9 23 3 19 6 21 75 22 8 20 4 0-6-5 25-1-3 0-6-5 -0-6-5 2-7-8 10-2-11 4-11-11 24-6-13 9-4-8 19-7-3 7-7-3 7-7-3 24-6-138-1-120-5-30-2-25-2-125-2-120-2-25-4-142-7-88-0-6Scale = 1:53.9 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [5:0-2-0,Edge], [8:0-3-14,Edge], [10:0-2-6,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.44 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 94 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 17-4:2x4 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=24-6-13, 10=24-6-13, 12=24-6-13, 13=24-6-13, 14=24-6-13, 15=24-6-13, 17=24-6-13, 18=24-6-13 Max Horiz 2=0 (LC 7) Max Uplift 2=-59 (LC 30), 10=-295 (LC 30), 12=-151 (LC 6), 13=-85 (LC 6), 14=-21 (LC 6), 15=-50 (LC 6), 18=-153 (LC 6) Max Grav 2=121 (LC 23), 10=188 (LC 6), 12=625 (LC 30), 13=486 (LC 30), 14=621 (LC 19), 15=485 (LC 19), 17=511 (LC 20), 18=472 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-175/258, 3-19=-149/95, 4-19=-4/177, 4-20=0/263, 5-20=-9/114, 5-6=-16/92, 6-21=-17/93, 7-21=-17/93, 7-22=-17/93, 8-22=-16/94, 8-23=-92/287, 9-23=-129/78, 9-10=-267/439, 10-11=0/24 BOT CHORD 2-18=-173/169, 17-18=-173/169, 16-17=-173/169, 15-16=-173/169, 14-15=-173/169, 13-14=-173/169, 12-13=-173/169, 10-12=-173/169 WEBS 4-17=-433/37, 3-18=-374/195, 6-15=-405/97, 7-14=-541/69, 8-13=-402/134, 9-12=-587/206 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)Unbalanced snow loads have been considered for thisdesign. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 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 59 lb uplift at joint 2, 153 lb uplift at joint 18, 50 lb uplift at joint 15, 21 lb uplift at joint 14, 85 lb uplift at joint 13, 151 lb uplift at joint 12 and 295 lb uplift at joint 10. 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 sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989820PB03Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:32 Page: 1 ID:pPCgPZhDKmkvGCPjSm7e_8yZ8Nw-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =4x6 =3x4 =3x4 =3x4 =3x4 1212 19 18 17 16 15 14 13 11 10 24 3 2320 9 6 722215 8 4 0-6-5 25-1-3 0-6-5 -0-6-5 0-7-8 8-2-11 9-4-8 17-7-3 6-11-11 24-6-13 7-7-3 7-7-3 24-6-138-1-120-5-30-2-27-2-127-2-120-2-27-4-140-7-88-0-6Scale = 1:57.5 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [5:0-2-0,0-1-0], [8:0-2-0,Edge], [11:0-2-6,0-1-8] 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 0.35 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 0.53 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 18-4:2x4 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=24-6-13, 11=24-6-13, 13=24-6-13, 14=24-6-13, 15=24-6-13, 16=24-6-13, 18=24-6-13, 19=24-6-13 Max Uplift 11=-184 (LC 7), 13=-139 (LC 6), 14=-97 (LC 6), 15=-4 (LC 6), 16=-44 (LC 6), 19=-151 (LC 6) Max Grav 2=159 (LC 21), 11=177 (LC 6), 13=556 (LC 30), 14=556 (LC 30), 15=526 (LC 19), 16=607 (LC 19), 18=299 (LC 23), 19=466 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-167/143, 3-20=-191/4, 4-20=-55/88, 4-5=-15/112, 5-21=-60/46, 21-22=-60/46, 6-22=-60/46, 6-7=-59/45, 7-8=-60/46, 8-9=-190/46, 9-23=-81/149, 23-24=-90/58, 10-24=-220/35, 10-11=-255/245, 11-12=0/24 BOT CHORD 2-19=-110/164, 18-19=-110/164, 17-18=-110/164, 16-17=-110/164,15-16=-110/164, 14-15=-110/164,13-14=-110/164, 11-13=-110/164 WEBS 4-18=-221/44, 3-19=-368/193, 6-16=-527/92, 7-15=-447/52, 9-14=-473/146, 10-13=-511/193 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)Unbalanced snow loads have been considered for thisdesign. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 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 151 lb uplift at joint 19, 44 lb uplift at joint 16, 4 lb uplift at joint 15, 97 lb uplift at joint 14, 139 lb uplift at joint 13 and 184 lb uplift at joint 11. 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 sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989821PB04Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:32 Page: 1 ID:iASBFwkkN_ELlpjVhcCa8_yZ8Ns-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =3x4 =3x4 =3x4 1112 17 16 15 14 13 12 10 3 9 4 8 618195 7 0-6-5 -0-6-5 0-6-5 25-1-3 6-7-8 15-7-3 8-11-11 8-11-11 8-11-11 24-6-13 24-6-139-6-40-5-30-2-29-2-129-2-120-2-29-4-14Scale = 1:59.3 Plate Offsets (X, Y):[2:0-4-0,0-0-6], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-4-0,0-0-6] 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 0.43 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 0.25 Horiz(TL)0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 17-3,12-9:2x4 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 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-16, 8-13 REACTIONS (size)2=24-6-13, 10=24-6-13, 12=24-6-13, 13=24-6-13, 14=24-6-13, 16=24-6-13, 17=24-6-13 Max Uplift 12=-173 (LC 6), 13=-13 (LC 6), 16=-13 (LC 6), 17=-173 (LC 6) Max Grav 2=272 (LC 18), 10=272 (LC 18), 12=746 (LC 26), 13=425 (LC 18), 14=577 (LC 17), 16=425 (LC 18), 17=746 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-222/291, 3-4=-223/163, 4-5=-212/87, 5-18=-139/80, 6-18=-141/80, 6-19=-141/80, 7-19=-139/80, 7-8=-212/87, 8-9=-223/163, 9-10=-222/291, 10-11=0/24 BOT CHORD 2-17=-137/186, 16-17=-137/186, 15-16=-137/186, 14-15=-137/186, 13-14=-137/186, 12-13=-137/186, 10-12=-137/186 WEBS 6-14=-494/46, 4-16=-358/62, 3-17=-621/216, 8-13=-358/62, 9-12=-621/216 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)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 12.0 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 13 lb uplift at joint 16, 173 lb uplift at joint 17, 13 lb uplift at joint 13 and 173 lb uplift at joint 12. 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 WF45 S I42989822PB05Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:33 Page: 1 ID:ayhh5InFRDkmDQ1GwSGWJqyZ8No-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1312 19 18 17 16 15 14 12 2520 113410 2421 5 9 22 23 76 8 0-6-5 -0-6-5 0-6-5 25-1-3 2-7-8 13-7-3 10-11-11 24-6-13 10-11-11 10-11-11 24-6-1311-6-40-5-30-2-211-2-1211-2-120-2-211-4-14Scale = 1:68.5 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [6:0-2-0,Edge], [8:0-2-0,Edge], [12:0-2-6,0-1-8] 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 0.36 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 0.24 Horiz(TL)0.01 12 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 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 19-3,14-11:2x4 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 5-18, 9-15 REACTIONS (size)2=24-6-13, 12=24-6-13, 14=24-6-13, 15=24-6-13, 16=24-6-13, 18=24-6-13, 19=24-6-13 Max Uplift 14=-167 (LC 6), 15=-92 (LC 6), 18=-92 (LC 6), 19=-167 (LC 6) Max Grav 2=295 (LC 18), 12=295 (LC 18), 14=707 (LC 26), 15=523 (LC 26), 16=306 (LC 17), 18=523 (LC 26), 19=707 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-20=-260/124, 3-20=-199/161, 3-4=-340/0, 4-21=-181/0, 5-21=-116/14, 5-22=-316/106, 6-22=-190/126, 6-7=-165/116, 7-8=-165/116, 8-23=-190/126, 9-23=-316/106, 9-24=-116/14, 10-24=-181/0, 10-11=-340/0, 11-25=-199/161, 12-25=-260/124, 12-13=0/20 BOT CHORD 2-19=-129/207, 18-19=-129/207, 17-18=-129/207, 16-17=-129/207, 15-16=-129/207, 14-15=-129/207, 12-14=-129/207 WEBS 7-16=-223/21, 5-18=-456/142, 3-19=-588/210, 9-15=-456/142, 11-14=-588/210 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 1607.11.2 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 12.0 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 92 lb uplift at joint 18, 167 lb uplift at joint 19, 92 lb uplift at joint 15 and 167 lb uplift at joint 14. 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 WF45 S I42989823PB06Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:33 Page: 1 ID:xB00ip22G_WfspiUD3fgCTyZ8NS-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1112 17 16 15 14 13 12 10 3 9 4 8 5 7 6 0-6-5 -0-6-5 0-6-5 25-1-3 12-3-7 12-3-7 12-3-7 24-6-13 24-6-1312-10-00-5-312-8-10Scale = 1:75.3 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [10:0-2-6,0-1-8] 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 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 111 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 17-3,12-9:2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 5-16, 7-13 REACTIONS (size)2=24-6-13, 10=24-6-13, 12=24-6-13, 13=24-6-13, 14=24-6-13, 16=24-6-13, 17=24-6-13 Max Uplift 12=-158 (LC 4), 13=-134 (LC 4), 16=-134 (LC 4), 17=-158 (LC 4) Max Grav 2=197 (LC 1), 10=197 (LC 1), 12=498 (LC 8), 13=418 (LC 8), 14=233 (LC 4), 16=418 (LC 8), 17=498 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-186/153, 3-4=-142/0, 4-5=-13/28, 5-6=-235/191, 6-7=-235/191,7-8=-13/28, 8-9=-142/0, 9-10=-186/153,10-11=0/20 BOT CHORD 2-17=-124/187, 16-17=-124/187, 15-16=-124/187, 14-15=-124/187, 13-14=-124/187, 12-13=-124/187, 10-12=-124/187 WEBS 6-14=-186/78, 5-16=-349/183, 3-17=-383/201, 7-13=-349/183, 9-12=-383/201 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)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 134 lb uplift at joint 16, 158 lb uplift at joint 17, 134 lb uplift at joint 13 and 158 lb uplift at joint 12. 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 WF45 S I42989824PB07Piggyback61WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:33 Page: 1 ID:EXxfAD7Rc7OfCukr72HK_xyZ8NL-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1312 19 18 17 16 15 14 12 2520 3 11410 242159 2322 7 86 0-6-5 -0-6-5 0-6-5 25-1-3 1-0-8 12-9-10 11-9-3 24-6-13 11-9-3 11-9-3 24-6-1312-3-120-5-30-2-212-0-412-0-40-2-212-2-6Scale = 1:76.1 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [6:0-2-0,Edge], [8:0-2-0,Edge], [12:0-2-6,0-1-8] 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 0.32 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 0.23 Horiz(TL)0.01 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 19-3,14-11:2x4 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 5-18, 9-15 REACTIONS (size)2=24-6-13, 12=24-6-13, 14=24-6-13, 15=24-6-13, 16=24-6-13, 18=24-6-13, 19=24-6-13 Max Uplift 14=-162 (LC 6), 15=-116 (LC 6), 18=-116 (LC 6), 19=-162 (LC 6) Max Grav 2=256 (LC 18), 12=256 (LC 18), 14=670 (LC 26), 15=581 (LC 26), 16=300 (LC 18), 18=581 (LC 26), 19=670 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-20=-215/103, 3-20=-152/137, 3-4=-302/12, 4-21=-143/12, 5-21=-49/42, 5-22=-348/161, 6-22=-215/187, 6-7=-182/163, 7-8=-182/163, 8-23=-215/187, 9-23=-348/161, 9-24=-49/42, 10-24=-143/12, 10-11=-302/12, 11-25=-152/137, 12-25=-215/103, 12-13=0/20 BOT CHORD 2-19=-112/178, 18-19=-112/178, 17-18=-112/178, 16-17=-112/178, 15-16=-112/178, 14-15=-112/178, 12-14=-112/178 WEBS 7-16=-216/80, 5-18=-512/165, 3-19=-555/204, 9-15=-512/165, 11-14=-555/204 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)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 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 116 lb uplift at joint 18, 162 lb uplift at joint 19, 116 lb uplift at joint 15 and 162 lb uplift at joint 14. 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 WF45 S I42989825PB08Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:34 Page: 1 ID:eN9DN2N_vHwpcyGhIEe0o9yZ8N1-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =4x9 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =4x9 =2x4 =3x4 1312 19 18 17 16 15 14 122520 113104 2421 95 722 23 86 0-6-5 25-1-3 0-6-5 -0-6-5 5-0-8 14-9-10 9-9-3 24-6-13 9-9-3 9-9-3 24-6-1310-3-120-5-30-2-210-0-410-0-40-2-210-2-6Scale = 1:66.6 Plate Offsets (X, Y):[2:0-4-0,0-0-6], [4:0-4-8,0-2-4], [6:0-2-0,Edge], [8:0-2-0,Edge], [10:0-4-8,0-2-4], [12:0-4-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)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 0.25 Horiz(TL)0.01 12 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 No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 19-3,14-11:2x4 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.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 5-18, 9-15 REACTIONS (size)2=24-6-13, 12=24-6-13, 14=24-6-13, 15=24-6-13, 16=24-6-13, 18=24-6-13, 19=24-6-13 Max Uplift 2=-10 (LC 7), 12=-10 (LC 7), 14=-171 (LC 6), 15=-59 (LC 6), 18=-59 (LC 6), 19=-171 (LC 6) Max Grav 2=281 (LC 18), 12=281 (LC 18), 14=740 (LC 26), 15=453 (LC 26), 16=470 (LC 17), 18=453 (LC 26), 19=740 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-20=-235/141, 3-20=-219/248, 3-4=-260/0, 4-21=-249/0, 5-21=-171/84, 5-6=-202/76, 6-22=-136/69, 7-22=-137/69, 7-23=-137/69, 8-23=-136/69, 8-9=-202/76, 9-24=-171/84, 10-24=-249/0, 10-11=-260/0, 11-25=-219/248, 12-25=-235/141, 12-13=0/20 BOT CHORD 2-19=-152/220, 18-19=-152/220, 17-18=-152/220, 16-17=-152/220, 15-16=-152/220, 14-15=-152/220, 12-14=-152/220 WEBS 7-16=-387/22, 5-18=-387/108, 3-19=-615/215, 9-15=-387/108, 11-14=-615/215 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 12.0 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 10 lb uplift at joint 2, 59 lb uplift at joint 18, 171 lb uplift at joint 19, 59 lb uplift at joint 15, 171 lb uplift at joint 14 and 10 lb uplift at joint 12. 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 WF45 S I42989826PB09Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:34 Page: 1 ID:Ihtlu9WV4zQ72oB_?msqHhyZ8Mr-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =3x4 =3x4 =3x4 1112 17 16 15 14 13 12 10 93 84 6 1918 75 0-6-5 25-1-3 0-6-5 -0-6-5 6-10-7 15-8-10 8-10-3 24-6-13 8-10-3 8-10-3 24-6-139-4-120-5-30-2-29-1-49-1-40-2-29-3-6Scale = 1:58.8 Plate Offsets (X, Y):[2:0-4-0,0-0-6], [5:0-2-0,Edge], [7:0-2-0,Edge], [10:0-4-0,0-0-6] 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 0.43 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 0.25 Horiz(TL)0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 17-3,12-9:2x4 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 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 4-16, 8-13 REACTIONS (size)2=24-6-13, 10=24-6-13, 12=24-6-13, 13=24-6-13, 14=24-6-13, 16=24-6-13, 17=24-6-13 Max Uplift 12=-172 (LC 6), 14=-2 (LC 6), 17=-172 (LC 6) Max Grav 2=268 (LC 18), 10=268 (LC 18), 12=748 (LC 26), 13=418 (LC 18), 14=593 (LC 17), 16=418 (LC 18), 17=748 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-212/285, 3-4=-211/167, 4-5=-213/95, 5-18=-139/89, 6-18=-140/89, 6-19=-140/89, 7-19=-139/89, 7-8=-213/95, 8-9=-211/167, 9-10=-212/285, 10-11=0/24 BOT CHORD 2-17=-128/174, 16-17=-128/174, 15-16=-128/174, 14-15=-128/174, 13-14=-128/174, 12-13=-128/174, 10-12=-128/174 WEBS 6-14=-510/49, 4-16=-351/48, 3-17=-623/216, 8-13=-351/48, 9-12=-623/216 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)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 12.0 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 2 lb uplift at joint 14, 172 lb uplift at joint 17 and 172 lb uplift at joint 12. 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 WF45 S I42989827PB10Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:34 Page: 1 ID:XQw9nEd9ykZrdBNj19Wx8byZ8Mi-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =6x6 =3x4 =3x4 1 2 16 15 14 13 12 11 10 3 9 8 5 6 1817 74 0-6-5 -0-6-5 4-0-0 21-8-10 6-10-3 6-10-3 10-10-7 17-8-10 21-8-107-4-120-5-33-3-60-2-27-1-47-1-40-2-27-3-6Scale = 1:49.8 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [4:0-3-14,Edge], [7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 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 0.51 Horiz(TL)0.00 10 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 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=21-8-10, 10=21-8-10, 11=21-8-10, 12=21-8-10, 13=21-8-10, 15=21-8-10, 16=21-8-10 Max Horiz 2=19 (LC 6) Max Uplift 10=-93 (LC 6), 13=-41 (LC 6), 16=-138 (LC 6) Max Grav 2=188 (LC 18), 10=224 (LC 26), 11=408 (LC 18), 12=568 (LC 17), 13=606 (LC 17), 15=356 (LC 18), 16=620 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-104/145, 3-4=-251/150, 4-17=-127/146, 5-17=-128/146, 5-6=-128/145, 6-18=-128/145, 7-18=-127/145, 7-8=-182/138, 8-9=-172/127, 9-10=-207/113 BOT CHORD 2-16=-34/41, 15-16=-34/41, 14-15=-34/41, 13-14=-34/41, 12-13=-34/41, 11-12=-34/41, 10-11=-34/41 WEBS 4-15=-275/0, 3-16=-535/179, 5-13=-527/88, 6-12=-485/39, 8-11=-339/0 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)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 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 93 lb uplift at joint 10, 138 lb uplift at joint 16 and 41 lb uplift at joint 13. 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 WF45 S I42989828PB11Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:35 Page: 1 ID:MZHQ2HiwYaJ_L6qtNPdLOsyZ8Mc-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Back1 Ply =3x4 =3x4 =3x4 =3x4 1 2 17 16 15 14 13 12 11 18 10 93 5 6 7 19 84 0-6-5 -0-6-5 3-4-4 21-8-10 6-2-7 6-2-7 12-1-15 18-4-6 21-8-106-9-00-5-33-3-60-2-26-5-86-5-80-2-26-7-10Scale = 1:47 Plate Offsets (X, Y):[2:0-4-0,0-0-6], [4:0-2-0,Edge], [8:0-2-0,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 0.39 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 0.40 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=21-8-10, 11=21-8-10, 12=21-8-10, 13=21-8-10, 14=21-8-10, 15=21-8-10, 17=21-8-10 Max Horiz 2=19 (LC 6) Max Uplift 2=-14 (LC 6), 11=-25 (LC 6), 12=-31 (LC 6), 14=-60 (LC 6), 17=-81 (LC 6) Max Grav 2=302 (LC 18), 11=56 (LC 26), 12=376 (LC 18), 13=545 (LC 17), 14=575 (LC 17), 15=529 (LC 17), 17=638 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-18=-188/0, 3-18=-19/184, 3-4=-213/120, 4-5=-99/112, 5-6=-99/112, 6-7=-99/112, 7-19=-100/112, 8-19=-99/112, 8-9=-187/109, 9-10=-65/78, 10-11=-65/56 BOT CHORD 2-17=-47/56, 16-17=-47/56, 15-16=-47/56, 14-15=-47/56, 13-14=-47/56, 12-13=-47/56, 11-12=-47/56 WEBS 3-17=-508/120, 5-15=-454/5, 6-14=-494/106, 7-13=-461/25, 9-12=-329/36 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 12.0 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 25 lb uplift at joint 11, 14 lb uplift at joint 2, 81 lb uplift at joint 17, 60 lb uplift at joint 14 and 31 lb uplift at joint 12. 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 WF45 S I42989829PB12Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:35 Page: 1 ID:QpKE1Uve_IwoLTU5EPQoRxyZ8L2-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =6x6 =3x4 =3x4 1 2 16 15 14 13 12 11 10 4 5 17 18 6 7 8 93 0-6-5 -0-6-5 2-1-11 2-1-11 19-6-15 21-8-10 21-8-102-8-40-5-32-4-120-2-22-4-122-4-120-2-22-6-14Scale = 1:44.2 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [3:0-3-14,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 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 10 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 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.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=21-8-10, 10=21-8-10, 11=21-8-10, 12=21-8-10, 13=21-8-10, 15=21-8-10, 16=21-8-10 Max Horiz 2=16 (LC 6) Max Uplift 2=-15 (LC 6), 10=-10 (LC 6), 11=-28 (LC 6), 12=-28 (LC 6), 13=-27 (LC 6), 15=-31 (LC 6), 16=-16 (LC 6) Max Grav 2=179 (LC 15), 10=200 (LC 14), 11=574 (LC 14), 12=542 (LC 14), 13=516 (LC 14), 15=620 (LC 14), 16=313 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-105/80, 3-4=-40/30, 4-5=-36/28, 5-17=-36/28, 17-18=-36/28, 6-18=-36/28, 6-7=-36/28, 7-8=-36/28, 8-9=-36/28, 9-10=-170/28 BOT CHORD 2-16=-17/26, 15-16=-17/26, 14-15=-17/26, 13-14=-17/26, 12-13=-17/26, 11-12=-17/26, 10-11=-17/26 WEBS 3-16=-246/53, 4-15=-538/81, 5-13=-436/74, 6-12=-461/77, 8-11=-495/75 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)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 10 lb uplift at joint 10, 15 lb uplift at joint 2, 16 lb uplift at joint 16, 31 lb uplift at joint 15, 27 lb uplift at joint 13, 28 lb uplift at joint 12 and 28 lb uplift at joint 11. 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 WF45 S I42989830PB13Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:35 Page: 1 ID:voQ0xvS63J8rrYUpp?SMLDyZ8?h-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x6 =6x6 =3x4 =3x4 =3x4 1 2 17 16 15 14 13 12 11 10 4 5 6 7 8 9183 0-6-5 -0-6-5 1-3-8 21-8-10 4-1-11 4-1-11 16-3-7 20-5-2 21-8-104-8-40-5-33-3-60-2-24-4-124-4-120-2-24-6-14Scale = 1:44.3 Plate Offsets (X, Y):[2:0-6-0,0-0-14], [3:0-3-14,Edge], [9:0-2-0,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 0.20 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 78 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.): 3-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=21-8-10, 11=21-8-10, 12=21-8-10, 13=21-8-10, 14=21-8-10, 16=21-8-10, 17=21-8-10 Max Horiz 2=19 (LC 6) Max Uplift 2=-25 (LC 6), 11=-48 (LC 17), 13=-31 (LC 6), 14=-28 (LC 6), 16=-24 (LC 6), 17=-21 (LC 6) Max Grav 2=303 (LC 18), 11=83 (LC 26), 12=409 (LC 17), 13=598 (LC 17), 14=549 (LC 17), 16=606 (LC 17), 17=451 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-184/173, 3-18=-59/69, 4-18=-60/68, 4-5=-59/68, 5-6=-59/68, 6-7=-59/68, 7-8=-59/68, 8-9=-60/65, 9-10=-80/70, 10-11=-89/47 BOT CHORD 2-17=-37/41, 16-17=-37/41, 15-16=-37/41, 14-15=-37/41, 13-14=-37/41, 12-13=-37/41, 11-12=-37/41 WEBS 3-17=-322/60, 4-16=-530/75, 5-14=-469/75, 6-13=-516/81, 8-12=-341/11 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)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. 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 48 lb uplift at joint 11, 25 lb uplift at joint 2, 21 lb uplift at joint 17, 24 lb uplift at joint 16, 28 lb uplift at joint 14 and 31 lb uplift at joint 13. 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 WF45 S I42989831PB14Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:36 Page: 1 ID:FmEv_cWFtrn7xKMncZ2X2GyZ8?c-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 912 13 12 11 10 8 4 5 6 73 0-6-5 -0-6-5 0-6-5 15-8-11 1-2-3 15-2-5 1-2-3 1-2-3 12-10-0 14-0-3 15-2-51-8-120-5-30-2-21-5-41-5-40-2-21-7-6Scale = 1:33 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-6,0-1-8] 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 0.33 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 0.11 Horiz(TL)0.00 8 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 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=15-2-5, 8=15-2-5, 10=15-2-5, 11=15-2-5, 12=15-2-5 Max Uplift 2=-28 (LC 6), 8=-28 (LC 6), 10=-26 (LC 6), 11=-40 (LC 6), 12=-26 (LC 6) Max Grav 2=235 (LC 18), 8=235 (LC 18), 10=517 (LC 17), 11=588 (LC 17), 12=517 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-183/37, 3-4=-124/36, 4-5=-122/36, 5-6=-122/36, 6-7=-124/36, 7-8=-183/37, 8-9=0/24 BOT CHORD 2-13=0/116, 12-13=0/116, 11-12=0/116, 10-11=0/116, 8-10=0/116 WEBS 5-11=-510/88, 4-12=-433/74, 6-10=-433/74 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 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 12.0 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 28 lb uplift at joint 2, 28 lb uplift at joint 8, 40 lb uplift at joint 11, 26 lb uplift at joint 12 and 26 lb uplift at joint 10. 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 WF45 S I42989832PB15Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:36 Page: 1 ID:8XTPq_Zmx4HZQxgYrO6TC6yZ8?Y-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 912 13 12 11 10 8 4 5 6 73 0-6-5 -0-6-5 0-6-5 15-8-11 3-2-3 15-2-5 3-2-3 3-2-3 8-10-0 12-0-3 15-2-53-8-120-5-30-2-23-5-43-5-40-2-23-7-6Scale = 1:35 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-2-6,0-1-8] 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 0.36 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 0.15 Horiz(TL)0.00 8 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, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=15-2-5, 8=15-2-5, 10=15-2-5, 11=15-2-5, 13=15-2-5 Max Uplift 2=-37 (LC 6), 8=-37 (LC 6), 10=-12 (LC 6), 11=-35 (LC 6), 13=-12 (LC 6) Max Grav 2=387 (LC 18), 8=387 (LC 18), 10=486 (LC 17), 11=610 (LC 17), 13=486 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-337/139, 3-4=-171/69, 4-5=-167/68, 5-6=-167/68, 6-7=-171/69, 7-8=-337/139, 8-9=0/24 BOT CHORD 2-13=-68/141, 12-13=-68/141, 11-12=-68/141, 10-11=-68/141, 8-10=-68/141 WEBS 5-11=-532/86, 4-13=-399/53, 6-10=-399/53 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 12.0 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 37 lb uplift at joint 2, 37 lb uplift at joint 8, 35 lb uplift at joint 11, 12 lb uplift at joint 13 and 12 lb uplift at joint 10. 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 WF45 S I42989833PB16Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:36 Page: 1 ID:0IiwfLcG?In?vY_J4EBPNyyZ8?U-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 1714 73 515 16 64 0-6-5 -0-6-5 0-6-5 15-8-11 4-10-0 10-0-3 5-2-3 15-2-5 5-2-3 5-2-3 15-2-55-8-120-5-30-2-25-5-45-5-40-2-25-7-6Scale = 1:40.8 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-6,0-1-8] 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 0.26 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 0.21 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 55 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=15-2-5, 8=15-2-5, 10=15-2-5, 11=15-2-5, 13=15-2-5 Max Uplift 10=-106 (LC 6), 13=-106 (LC 6) Max Grav 2=295 (LC 18), 8=295 (LC 18), 10=556 (LC 26), 11=442 (LC 17), 13=556 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-14=-209/55, 3-14=-163/142, 3-4=-199/47, 4-15=-122/40, 5-15=-124/40, 5-16=-124/40, 6-16=-122/40, 6-7=-199/47, 7-17=-163/142, 8-17=-209/55, 8-9=0/24 BOT CHORD 2-13=-74/122, 12-13=-74/122, 11-12=-74/122, 10-11=-74/122, 8-10=-74/122 WEBS 5-11=-366/50, 3-13=-442/144, 7-10=-442/144 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 12.0 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 106 lb uplift at joint 13 and 106 lb uplift at joint 10. 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 WF45 S I42989834PB17Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:37 Page: 1 ID:83WGycz4xWZkV9G4qXjRaHyZ8?0-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 3 7 14 17 15 16 5 64 0-6-5 -0-6-5 0-6-5 15-8-11 0-10-0 8-0-3 7-2-3 15-2-5 7-2-3 7-2-3 15-2-57-8-120-5-30-2-27-5-47-5-40-2-27-7-6Scale = 1:55.6 Plate Offsets (X, Y):[2:0-2-6,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-6,0-1-8] 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 0.13 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 8 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=15-2-5, 8=15-2-5, 10=15-2-5, 11=15-2-5, 13=15-2-5 Max Uplift 10=-145 (LC 6), 13=-145 (LC 6) Max Grav 2=338 (LC 18), 8=338 (LC 18), 10=650 (LC 26), 11=275 (LC 18), 13=650 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-273/66, 3-14=-316/89, 14-15=-177/103, 4-15=-172/116, 4-5=-158/115, 5-6=-158/115, 6-16=-172/116, 16-17=-177/103, 7-17=-316/89, 7-8=-273/66, 8-9=0/24 BOT CHORD 2-13=-48/102, 12-13=-48/102, 11-12=-48/102, 10-11=-48/102, 8-10=-48/102 WEBS 5-11=-207/5, 3-13=-541/185, 7-10=-541/185 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 12.0 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 145 lb uplift at joint 13 and 145 lb uplift at joint 10. 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 WF45 S I42989835PB18Piggyback11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:37 Page: 1 ID:vc?IeL362_ZcSOtdIDsJvzyZ8_u-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 4-0-0 4-0-04-0-04-0-0Scale = 1:28.4 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 0.45 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-0-0, 3=4-0-0 Max Horiz 1=8 (LC 4) Max Uplift 1=-12 (LC 4), 3=-21 (LC 4) Max Grav 1=160 (LC 7), 3=154 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-59/59, 2-3=-119/42 BOT CHORD 1-3=-50/54 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 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 12 lb uplift at joint1 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989836V01Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:37 Page: 1 ID:JL9c_bzfdR3Tx0Rjzo6f1PyZ8Sj-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-0-0 2-0-02-0-02-0-0Scale = 1:20.6 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 0.07 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 0.00 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 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)1=2-0-0, 3=2-0-0 Max Horiz 1=4 (LC 4) Max Uplift 1=-5 (LC 4), 3=-9 (LC 4) Max Grav 1=69 (LC 7), 3=66 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/25, 2-3=-51/18 BOT CHORD 1-3=-21/23 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 5 lb uplift at joint 1and 9 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989837V02Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:37 Page: 1 ID:B7P7py09hgZvPelUCeBbCFyZ8Sf-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x8 =4x687 61 2 3 4 5 10-10-8 10-10-810-10-810-10-8Scale = 1:61.3 Plate Offsets (X, Y):[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 0.63 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 53 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-3:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 7-4:2x4 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. WEBS 1 Row at midpt 5-6 REACTIONS (size)1=10-10-8, 6=10-10-8, 7=10-10-8, 8=10-10-8 Max Horiz 1=22 (LC 4) Max Uplift 6=-52 (LC 5), 7=-142 (LC 4), 8=-161 (LC 4) Max Grav 1=119 (LC 4), 6=117 (LC 4), 7=392 (LC 7), 8=468 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-190/168, 2-3=-100/12, 3-4=-32/79, 4-5=-150/132, 5-6=-59/13 BOT CHORD 1-8=-136/149, 7-8=-136/149, 6-7=-136/149 WEBS 2-8=-379/219, 4-7=-270/113 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)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 52 lb uplift at joint 6, 161 lb uplift at joint 8 and 142 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989838V03Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:38 Page: 1 ID:YLkRRUHzVQKn20RjVFal5tyZ8SJ-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 7 6 51 2 3 4 8-10-8 8-10-88-10-88-10-8Scale = 1:55.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)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 0.30 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 46 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 *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 10-0-0 oc bracing. REACTIONS (size)1=8-10-8, 5=8-10-8, 6=8-10-8, 7=8-10-8 Max Horiz 1=18 (LC 4) Max Uplift 5=-186 (LC 5), 6=-120 (LC 4), 7=-174 (LC 4) Max Grav 1=111 (LC 1), 5=145 (LC 4), 6=364 (LC 7), 7=479 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-146/148, 2-3=-129/77, 3-4=-206/198, 4-5=-158/165 BOT CHORD 1-7=-112/122, 6-7=-112/122, 5-6=-112/122 WEBS 2-7=-391/227, 3-6=-291/164 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 186 lb uplift at joint 5, 174 lb uplift at joint 7 and 120 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989839V04Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:38 Page: 1 ID:UkrCs9ID12aVIKa6cgdDAIyZ8SH-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x45 41 2 3 6-10-8 6-10-86-10-86-10-8Scale = 1:41.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code 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=6-10-8, 4=6-10-8, 5=6-10-8 Max Horiz 1=15 (LC 4) Max Uplift 4=-8 (LC 5), 5=-164 (LC 4) Max Grav 1=117 (LC 1), 4=70 (LC 1), 5=438 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-99/117, 2-3=-135/100, 3-4=-53/25 BOT CHORD 1-5=-88/96, 4-5=-88/96 WEBS 2-5=-357/213 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 8 lb uplift at joint 4 and 164 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989840V05Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:38 Page: 1 ID:uJXKUBL5Kzy39nJhHoAwoxyZ8SE-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 4-10-8 4-10-84-10-84-10-8Scale = 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 0.36 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 0.12 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 Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-10-8, 4=4-10-8, 5=4-10-8 Max Horiz 1=11 (LC 4) Max Uplift 4=-200 (LC 7), 5=-178 (LC 4) Max Grav 1=122 (LC 7), 4=123 (LC 4), 5=470 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-50/92, 2-3=-178/147, 3-4=-141/169 BOT CHORD 1-5=-62/68, 4-5=-62/68 WEBS 2-5=-381/232 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 200 lb uplift at joint 4 and 178 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989841V06Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:38 Page: 1 ID:va3l2?YmJB6fhO6ynt_v_WyZ8Rz-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-10-8 2-10-82-10-82-10-8Scale = 1:24 Loading (psf)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 0.09 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: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-10-8, 3=2-10-8 Max Horiz 1=6 (LC 4) Max Uplift 1=-8 (LC 4), 3=-14 (LC 4) Max Grav 1=109 (LC 7), 3=104 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-40/40, 2-3=-81/28 BOT CHORD 1-3=-34/37 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 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 8 lb uplift at joint 1and 14 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989842V07Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:38 Page: 1 ID:va3l2?YmJB6fhO6ynt_v_WyZ8Rz-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =2x4 =4x6 =2x4 =3x4 1 7 6 5 4 2 3 5-2-11 12-11-3 7-8-8 7-8-8 5-0-15 12-11-3 7-10-4 7-10-47-8-82-5-134-11-3Scale = 1:50.7 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 0.60 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 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 *Except* 3-4:2x4 SPF Stud/ No.3 BOT CHORD 2x4 SPF No.2 *Except* 5-4:2x4 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=12-11-3, 4=12-11-3, 5=12-11-3, 6=12-11-3, 7=12-11-3 Max Horiz 1=74 (LC 4) Max Uplift 4=-75 (LC 4), 7=-147 (LC 4) Max Grav 1=97 (LC 1), 4=234 (LC 7), 5=325 (LC 1), 6=67 (LC 3), 7=456 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-62/108, 2-3=-145/137, 3-4=-152/120 BOT CHORD 1-7=-6/2, 6-7=-6/2, 5-6=0/0, 3-5=-261/0, 4-5=0/9 WEBS 2-7=-358/194 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)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 4 and 147 lb uplift at joint 7. 9)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989843V08Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:39 Page: 1 ID:Bw_PWOd9gL_f1T8IhrcYm?yZ8Rs-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =2x4 =4x6 =2x4 =3x4 1 7 6 5 42 3 4-6-11 11-6-11 7-0-0 7-0-0 4-4-15 11-6-11 7-1-12 7-1-127-0-02-5-54-3-3Scale = 1:47.3 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 0.43 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 0.08 Horiz(TL)0.00 4 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 *Except* 3-4:2x4 SPF Stud/ No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 1-6:2x4 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 6-0-0 oc bracing. REACTIONS (size)1=11-6-11, 4=11-6-11, 5=11-6-11, 6=11-6-11, 7=11-6-11 Max Horiz 1=74 (LC 4) Max Uplift 4=-63 (LC 4), 7=-140 (LC 4) Max Grav 1=67 (LC 1), 4=202 (LC 7), 5=295 (LC 1), 6=70 (LC 3), 7=422 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-78/106, 2-3=-132/110, 3-4=-130/101 BOT CHORD 1-7=-3/3, 6-7=-3/3, 5-6=0/0, 3-5=-240/0, 4-5=0/8 WEBS 2-7=-335/186 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 1607.11.2 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)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 4 and 140 lb uplift at joint 7. 9)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989844V09Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:39 Page: 1 ID:N28Zq9m24jN6r9UPrfI7jJyZ8Rh-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x4 =6x6 =2x4 =2x45 1 4 3 2 3-10-11 8-10-11 5-0-0 5-0-0 3-8-15 8-10-11 5-1-12 5-1-125-0-01-1-53-7-3Scale = 1:36.1 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 0.47 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 28 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-10-11, 3=8-10-11, 4=8-10-11, 5=8-10-11 Max Horiz 1=35 (LC 4) Max Uplift 1=-26 (LC 4), 3=-31 (LC 4), 4=-17 (LC 4) Max Grav 1=218 (LC 7), 3=175 (LC 7), 4=255 (LC 7), 5=106 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-160/57, 2-3=-135/60 BOT CHORD 1-5=0/43, 4-5=0/0, 2-4=-204/30, 3-4=0/43 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) 4 considers parallel to grain valueusing ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb uplift at joint 1, 31 lb uplift at joint 3 and 17 lb uplift at joint 4. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989845V10Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:39 Page: 1 ID:Vpyv7P7t0x9rSmnAbyr9xeyZ8RD-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 3-0-0 6-0-0 3-0-0 3-0-0 6-0-03-0-02-8-8Scale = 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)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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=6-0-0, 3=6-0-0, 4=6-0-0 Max Uplift 1=-33 (LC 4), 3=-33 (LC 4) Max Grav 1=148 (LC 7), 3=148 (LC 7), 4=178 (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=-112/22 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 33 lb uplift at joint1 and 33 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989846V11Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:39 Page: 1 ID:Vpyv7P7t0x9rSmnAbyr9xeyZ8RD-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x4 =2x4 1 3 2 1-0-0 2-0-0 1-0-0 1-0-0 2-0-01-0-00-8-8Scale = 1:26 Plate Offsets (X, Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=2-0-0, 3=2-0-0 Max Uplift 1=-6 (LC 4), 3=-6 (LC 4) Max Grav 1=58 (LC 7), 3=58 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41/12, 2-3=-41/12 BOT CHORD 1-3=0/19 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)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 6 lb uplift at joint 1 and 6 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989847V12Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:40 Page: 1 ID:87hReWGPBdf8uciUIT2_QAyZ8R1-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =2x4 =2x4 =2x8 =3x4 1 7 6 5 2 3 4 0-11-8 -0-11-8 8-2-8 8-2-8 8-2-89-6-150-11-89-2-0Scale = 1:53.7 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 0.44 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 0.18 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-5:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (lb/size)5=132/8-2-8, 6=371/8-2-8, 7=197/8-2-8 Max Horiz 7=69 (LC 4) Max Uplift 6=-227 (LC 4) Max Grav 5=132 (LC 1), 6=533 (LC 8), 7=197 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-396/223 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 securelybraced 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 227 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 WF45 S I42989848V13Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 15:06:56 Page: 1 ID:NsjrXbN23OosT?uCKsj5H4yZ8Qu-hspX2uNU7wSA1m95qEJeGsratN4b7kTjLpXc2SyZ3WT September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 7-2-0 7-2-07-2-07-2-0Scale = 1:43 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)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 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 31 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=7-2-0, 4=7-2-0, 5=7-2-0 Max Horiz 1=15 (LC 4) Max Uplift 5=-169 (LC 4) Max Grav 1=115 (LC 1), 4=83 (LC 1), 5=453 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-106/122, 2-3=-139/100, 3-4=-63/17 BOT CHORD 1-5=-92/100, 4-5=-92/100 WEBS 2-5=-369/219 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 169 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989849V14Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:40 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 5 41 2 3 5-2-0 5-2-05-2-05-2-0Scale = 1:38.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-2-0, 4=5-2-0, 5=5-2-0 Max Horiz 1=11 (LC 4) Max Uplift 4=-133 (LC 5), 5=-164 (LC 4) Max Grav 1=120 (LC 7), 4=101 (LC 4), 5=427 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-57/94, 2-3=-151/128, 3-4=-110/117 BOT CHORD 1-5=-67/72, 4-5=-67/72 WEBS 2-5=-347/212 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 4 and 164 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989850V15Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:40 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 3-2-0 3-2-03-2-03-2-0Scale = 1:25.2 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 0.25 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 0.00 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 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-2-0, 3=3-2-0 Max Horiz 1=6 (LC 4) Max Uplift 1=-9 (LC 4), 3=-16 (LC 4) Max Grav 1=122 (LC 7), 3=117 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-45/45, 2-3=-90/32 BOT CHORD 1-3=-38/41 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 16 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989851V16Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:41 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =4x6 1 3 2 1-2-0 1-2-01-2-01-2-0Scale = 1:20.3 Plate Offsets (X, Y):[1:0-1-13,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 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: 3 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 1-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=1-2-0, 3=1-2-0 Max Horiz 1=2 (LC 4) Max Uplift 1=-2 (LC 4), 3=-4 (LC 4) Max Grav 1=31 (LC 7), 3=29 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-11/11, 2-3=-23/8 BOT CHORD 1-3=-10/10 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 to bearing plate capable of withstanding 2 lb uplift at joint 1 and 4 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989852V17Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:41 Page: 1 ID:1ASN2iXaF4J9vrpW1OxvmcyZ8Qi-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x6 =4x687 61 2 3 4 5 12-0-0 12-0-012-0-012-0-0Scale = 1:66.1 Plate Offsets (X, Y):[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 0.79 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horiz(TL)0.00 6 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 Stud/No.3 *Except* 1-3:2x4 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 *Except* 7-4:2x4 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. WEBS 1 Row at midpt 5-6 REACTIONS (size)1=12-0-0, 6=12-0-0, 7=12-0-0, 8=12-0-0 Max Horiz 1=23 (LC 4) Max Uplift 1=-7 (LC 5), 6=-11 (LC 5), 7=-163 (LC 4), 8=-151 (LC 4) Max Grav 1=134 (LC 4), 6=127 (LC 1), 7=460 (LC 7), 8=449 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-212/178, 2-3=-86/0, 3-4=-5/83, 4-5=-172/138, 5-6=-95/0 BOT CHORD 1-8=-148/163, 7-8=-148/163, 6-7=-148/163 WEBS 2-8=-366/211, 4-7=-330/147 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)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 11 lb uplift at joint 6, 7 lb uplift at joint 1, 151 lb uplift at joint 8 and 163 lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989853V18Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:41 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 =2x8 =3x476 51 2 3 4 10-0-0 10-0-010-0-010-0-0Scale = 1:55.1 Plate Offsets (X, Y):[5:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 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 0.24 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 50 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 *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 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS (size)1=10-0-0, 5=10-0-0, 6=10-0-0, 7=10-0-0 Max Horiz 1=20 (LC 4) Max Uplift 5=-92 (LC 5), 6=-129 (LC 4), 7=-166 (LC 4) Max Grav 1=111 (LC 1), 5=125 (LC 4), 6=355 (LC 7), 7=474 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-171/157, 2-3=-113/79, 3-4=-135/124, 4-5=-40/27 BOT CHORD 1-7=-126/137, 6-7=-126/137, 5-6=-126/137 WEBS 2-7=-382/220, 3-6=-232/84 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)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 92 lb uplift at joint 5, 166 lb uplift at joint 7 and 129 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989854V19Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:41 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x45 41 2 3 8-0-0 8-0-08-0-0Scale = 1:43.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 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=8-0-0, 4=8-0-0, 5=8-0-0 Max Horiz 1=17 (LC 4) Max Uplift 5=-185 (LC 4) Max Grav 1=108 (LC 1), 4=118 (LC 1), 5=506 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-128/139, 2-3=-152/100, 3-4=-88/0 BOT CHORD 1-5=-102/111, 4-5=-102/111 WEBS 2-5=-412/241 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)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 185 lb uplift at joint 5. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989855V20Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:41 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 1 6 5 2 43 1-0-8 8-0-0 6-11-8 6-11-8 8-0-06-11-86-9-60-2-20-2-2Scale = 1:47.7 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 0.43 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 0.17 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-0-0, 5=8-0-0, 6=8-0-0 Max Horiz 1=14 (LC 6) Max Uplift 6=-147 (LC 6) Max Grav 1=205 (LC 14), 5=152 (LC 13), 6=664 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-140/175, 2-3=-206/80, 3-4=-90/95, 4-5=-119/10 BOT CHORD 1-6=-87/98, 5-6=-87/98 WEBS 2-6=-542/171 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)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 147 lb uplift at joint 6. 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 WF45 S I42989856V21Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:42 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 8 7 6 2 4 9 53 3-0-8 10-0-0 6-11-8 6-11-8 10-0-06-11-86-9-60-2-20-2-2Scale = 1:46.3 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 0.40 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 0.26 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5:2x4 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)1=10-0-0, 6=10-0-0, 7=10-0-0, 8=10-0-0 Max Horiz 1=14 (LC 6) Max Uplift 6=-22 (LC 6), 8=-139 (LC 6) Max Grav 1=199 (LC 14), 6=87 (LC 13), 7=360 (LC 13), 8=651 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-130/185, 2-3=-199/93, 3-4=-86/93, 4-9=-85/93, 5-9=-85/93, 5-6=-93/62 BOT CHORD 1-8=-85/93, 7-8=-85/93, 6-7=-85/93 WEBS 2-8=-547/187, 4-7=-297/0 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)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 22 lb uplift at joint 6 and 139 lb uplift at joint 8. 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 WF45 S I42989857V22Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:42 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x487 61 2 9 4 10 53 5-0-8 12-0-0 6-11-8 6-11-8 12-0-06-11-86-9-60-2-20-2-2Scale = 1:48.7 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 0.56 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 0.38 Horiz(TL)0.00 6 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 *Except* 3-5:2x4 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)1=12-0-0, 6=12-0-0, 7=12-0-0, 8=12-0-0 Max Horiz 1=13 (LC 6) Max Uplift 6=-26 (LC 6), 8=-129 (LC 6) Max Grav 1=201 (LC 14), 6=243 (LC 13), 7=507 (LC 13), 8=641 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-133/182, 2-9=-199/66, 3-9=-82/88, 3-4=-86/92, 4-10=-85/92, 5-10=-85/92, 5-6=-209/61 BOT CHORD 1-8=-81/91, 7-8=-81/91, 6-7=-81/91 WEBS 2-8=-542/175, 4-7=-424/27 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)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 26 lb uplift at joint 6 and 129 lb uplift at joint 8. 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 WF45 S I42989858V23Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:42 Page: 1 ID:_M9QApApmM_em_Mie0NKQnyZ8Pt-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x6 =2x4 =2x4 =5x6 =2x465 41 87 32 0-8-8 4-7-0 3-10-8 8-5-8 3-10-8 3-10-8 8-5-83-10-80-2-23-4-143-8-60-2-23-10-8Scale = 1:36.4 Plate Offsets (X, Y):[2:0-3-14,Edge], [3:0-3-14,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)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 0.06 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 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.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=8-5-8, 4=8-5-8, 5=8-5-8, 6=8-5-8 Max Uplift 1=-36 (LC 6), 4=-36 (LC 6) Max Grav 1=288 (LC 17), 4=288 (LC 17), 5=229 (LC 17), 6=229 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-185/26, 2-7=-25/55, 2-3=-77/73, 3-8=-25/55, 4-8=-185/26 BOT CHORD 1-6=-17/46, 5-6=-20/40, 4-5=-17/46 WEBS 2-6=-180/26, 3-5=-180/26 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 36 lb uplift at joint 1 and 36 lb uplift at joint 4. 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 WF45 S I42989859V24Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:42 Page: 1 ID:GRYe4P2Y6Hj3ZSbn2wC_0gyZ8Q1-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 2-2-12 2-2-12 2-2-12 4-5-7 4-5-72-2-121-11-4Scale = 1:23.8 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 0.05 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: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=4-5-7, 3=4-5-7, 4=4-5-7 Max Uplift 1=-24 (LC 4), 3=-24 (LC 4) Max Grav 1=105 (LC 7), 3=105 (LC 7), 4=126 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-63/24, 2-3=-63/24 BOT CHORD 1-4=-5/19, 3-4=-5/19 WEBS 2-4=-79/16 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 24 lb uplift at joint1 and 24 lb uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989860V25Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:43 Page: 1 ID:_dhrldNUla7EJb9z75BJcMyZ8Pc-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.7412 5.0912 5.6612 =2x4 =3x4 =2x4 =5x6 =3x4 =2x4 =2x4 1 8 7 2 6354 1-0-7 5-2-4 1-2-14 4-1-13 0-9-8 5-11-12 2-11-0 2-11-0 5-11-122-7-122-3-40-6-5Scale = 1:39 Plate Offsets (X, Y):[2:0-2-0,0-1-2], [4:0-3-0,0-2-4], [5:0-2-0,0-2-9] 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 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-11-12, 7=5-11-12, 8=5-11-12 Max Horiz 1=7 (LC 6) Max Uplift 1=-9 (LC 6), 7=-8 (LC 6), 8=-66 (LC 6) Max Grav 1=130 (LC 11), 7=44 (LC 18), 8=310 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-57/25, 2-3=-6/49, 3-4=-68/58, 4-5=-32/45, 5-6=-35/39, 6-7=-38/17 BOT CHORD 1-8=-30/31, 7-8=-30/31 WEBS 3-8=-222/98 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 9 lb uplift at joint 1, 8 lb uplift at joint 7 and 66 lb uplift at joint 8. 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 WF45 S I42989861V26Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:43 Page: 1 ID:_AkhtFnpl1PPOqlV7EoI_XyZ8P4-Mock Me September 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 =2x4 1 4 3 2 1-3-7 3-11-4 2-7-13 2-7-13 3-11-42-7-131-4-5Scale = 1:24.7 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 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code 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 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=3-11-4, 4=3-11-4 Max Horiz 1=3 (LC 4) Max Uplift 1=-16 (LC 4), 4=-17 (LC 4) Max Grav 1=154 (LC 7), 4=154 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/29, 2-3=-115/45, 3-4=-110/35 BOT CHORD 1-4=0/43 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 to bearing plate capable of withstanding 16 lb uplift at joint 1 and 17 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF45 S I42989862V27Valley11WF45 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.42 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MiTek Industries, Inc. Mon Sep 28 13:23:43 Page: 1 ID:lAAsQNTVt185GqmVbmKBw2yZ8PU-Mock Me September 28,2020 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths 9' CLG9' CLG9' CLG9' CLG9' CLG11' CLG9' CLG9' CLG11' CLG11' CLG11' CLG11' CLG9' CLGLAY02LAY03LAY04LAY05LAY06LAY06LAY07LAY08LAY08LAY09LAY10LAY11A01A02A02A02A03A04A04A03A05A06J06J07J07J07J07J07J07E01E02E03E04J06J07J07J07J07J07J07J07J07J08J08E05E06E06E07D03D02D02D02D02E08E09E09E10E10E10E10E11E12E13E13E13E14E14E14E15FLAY01B04B03B02B01J04J04J04J04J04J04J04J03J02J03J02J05J05J05J05J01J01B04B04B04B05B05B05B05E21HUS28E22E23E24J14J14J14J14J14J14J09J10J10J10J10J10J10J10J10J10J10J10J11C04E16E17HUS26E20E19E18E18C01HUS26C02C03C03C03C03HUS26C03C03J19J21J23 J25J 2 6J22J24J20 D01J16J16J 1 7 J17J18 J18J13J12J15J14J13J12J15J14V01V02V03V04V05V06V07V08V09V10V11V12V13V14V15V16V17V18V19V20V21V22V23V24V25V26V27PB01PB02PB03PB04PB05PB06PB07PB07PB07PB07PB07PB07PB08PB09PB10PB11PB12PB13PB14PB15PB16PB17PB18THJA26THJA26NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNo Soln.NAILEDNAILEDNAILEDNo Soln.NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNo Soln.No Soln.THJA26HHUS28-2THJA26HHUS210-2UndesignedNAILEDNAILEDNAILEDNAILEDNo S o ln.N A IL E D No Soln.NAILEDNo Soln.NAILEDNo Soln.NAILEDUndesignedNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDHHUS210-2HHUS28-2SHOP 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: 6350.16Hip Lines: 415.38Horizontal OH: 304.82Rake OH: 69.53Valley Lines: 209.42Ridge Lines: 91.42 ftSales Rep:WF45 SSubdivision:Order #:Job Name:9/28/2020Designer:Date:Model:Client:WATERFRONT OF WEST CLAYLot #:45Mick HammersleyOWLSHOOPMAN HOMESWF45 S