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Home My WebLink AboutGN010.0 - 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. February 8,2022 Liu, Xuegang Pages or sheets covered by this seal: I50123431 thru I50123511 My license renewal date for the state of Indiana is July 31, 2022. WF88 T WF88 T 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. 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 Sheet Front1 Ply =3x4 =3x4 =3x6 =5x6 =5x6 = 3x6 =3x6 =5x6 =5x6 =3x6 =3x4 =3x4 83 82 81 80 79 78 77 76 75 74 73 7271 70 69 68 67 6665 64 63 62 61 60 59 58 57 5655 54 53 52 51 50 49 48 47 46 45 44 43 1 42241 3 40 4 39 5 38 6 37 7 3635 8 349 10 33 11 32 1213 14 15 16 17 18 19 20 21 2223 24 25 26 27 28 29 3031 1-4-4 48-4-4 12-6-13 12-6-13 12-6-13 47-0-0 21-10-6 34-5-3 47-0-01-8-512-2-0Scale = 1:81.4 Plate Offsets (X, Y): [12:0-4-8,0-2-4], [31:0-4-8,0-2-4], [35:0-2-3,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 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.01 44 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 475 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 (10-0-0 max.): 12-31. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-76, 10-75, 11-74, 13-73, 14-71, 15-70, 16-69, 17-68, 18-67, 19-66, 20-64, 21-63, 23-62, 24-61, 25-60, 26-59, 27-58, 28-57, 29-56, 30-54, 32-53, 33-52, 34-51 REACTIONS (lb/size) 44=203/47-0-0, 45=-11/47-0-0, 46=112/47-0-0, 47=106/47-0-0, 48=107/47-0-0, 49=107/47-0-0, 50=107/47-0-0, 51=107/47-0-0, 52=107/47-0-0, 53=107/47-0-0, 54=108/47-0-0, 56=107/47-0-0, 57=107/47-0-0, 58=107/47-0-0, 59=107/47-0-0, 60=107/47-0-0, 61=107/47-0-0, 62=107/47-0-0, 63=107/47-0-0, 64=107/47-0-0, 66=107/47-0-0, 67=107/47-0-0, 68=107/47-0-0, 69=107/47-0-0, 70=107/47-0-0, 71=107/47-0-0, 73=108/47-0-0, 74=107/47-0-0, 75=107/47-0-0, 76=107/47-0-0, 77=107/47-0-0, 78=107/47-0-0, 79=107/47-0-0, 80=106/47-0-0, 81=110/47-0-0, 82=95/47-0-0, 83=10/47-0-0 Max Horiz 83=-54 (LC 4) Max Uplift 44=-68 (LC 5), 45=-116 (LC 4), 46=-22 (LC 4), 47=-36 (LC 4), 48=-32 (LC 4), 49=-33 (LC 4), 50=-32 (LC 4), 51=-34 (LC 4), 52=-48 (LC 4), 54=-65 (LC 5), 57=-18 (LC 4), 58=-10 (LC 4), 59=-9 (LC 4), 60=-9 (LC 4), 61=-9 (LC 4), 62=-9 (LC 4), 63=-9 (LC 4), 64=-9 (LC 4), 66=-9 (LC 4), 67=-9 (LC 4), 68=-9 (LC 4), 69=-10 (LC 4), 70=-18 (LC 4), 73=-65 (LC 5), 75=-48 (LC 4), 76=-34 (LC 4), 77=-32 (LC 4), 78=-33 (LC 4), 79=-32 (LC 4), 80=-34 (LC 4), 81=-29 (LC 4), 82=-87 (LC 4), 83=-105 (LC 5) Max Grav 44=302 (LC 6), 45=157 (LC 5), 46=136 (LC 8), 47=133 (LC 8), 48=133 (LC 8), 49=134 (LC 8), 50=133 (LC 8), 51=134 (LC 8), 52=143 (LC 8), 53=107 (LC 1), 54=174 (LC 4), 56=107 (LC 1), 57=107 (LC 8), 58=107 (LC 1), 59=107 (LC 1), 60=107 (LC 1), 61=107 (LC 1), 62=107 (LC 1), 63=107 (LC 1), 64=107 (LC 1), 66=107 (LC 1), 67=107 (LC 1), 68=107 (LC 1), 69=107 (LC 1), 70=107 (LC 8), 71=107 (LC 1), 73=174 (LC 4), 74=107 (LC 1), 75=143 (LC 8), 76=134 (LC 8), 77=133 (LC 8), 78=134 (LC 8), 79=133 (LC 8), 80=134 (LC 8), 81=131 (LC 8), 82=197 (LC 5), 83=55 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension Job Truss Truss Type Qty Ply WF88 T I50123431A01Piggyback Base Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:44 Page: 1 ID:2PnjzzBBBav8qRI_wAGw4py8T_Y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. TOP CHORD 1-83=-18/49, 1-2=-16/60, 2-3=-22/39, 3-4=-47/82, 4-5=-79/123, 5-6=-113/164, 6-7=-147/205, 7-8=-181/246, 8-10=-216/288, 10-11=-258/338, 11-12=-261/337, 12-13=-221/291, 13-14=-221/291, 14-15=-221/291, 15-16=-221/291, 16-17=-221/291, 17-18=-221/291, 18-19=-221/291, 19-20=-221/291, 20-21=-221/291, 21-23=-221/291, 23-24=-221/291, 24-25=-221/291, 25-26=-221/291, 26-27=-221/291, 27-28=-221/291, 28-29=-221/291, 29-30=-221/291, 30-31=-221/291, 31-32=-261/337, 32-33=-258/338, 33-34=-216/288, 34-36=-181/246, 36-37=-147/205, 37-38=-113/164, 38-39=-79/123, 39-40=-47/81, 40-41=-21/39, 41-42=-81/56, 42-43=0/96, 42-44=-287/59 BOT CHORD 82-83=-33/95, 81-82=-33/95, 80-81=-33/95, 79-80=-33/95, 78-79=-33/95, 77-78=-33/95, 76-77=-33/95, 75-76=-33/95, 74-75=-33/95, 73-74=-33/95, 71-73=-33/95, 70-71=-33/95, 69-70=-33/95, 68-69=-33/95, 67-68=-33/95, 66-67=-33/95, 64-66=-33/95, 63-64=-33/95, 62-63=-33/95, 61-62=-33/95, 60-61=-33/95, 59-60=-33/95, 58-59=-33/95, 57-58=-33/95, 56-57=-33/95, 54-56=-33/95, 53-54=-33/95, 52-53=-33/95, 51-52=-33/95, 50-51=-33/95, 49-50=-33/95, 48-49=-33/95, 47-48=-33/95, 46-47=-33/95, 45-46=-33/95, 44-45=-33/95 WEBS 2-82=-121/62, 3-81=-110/50, 4-80=-106/48, 5-79=-107/49, 6-78=-107/49, 7-77=-106/48, 8-76=-108/50, 10-75=-116/64, 11-74=-80/0, 13-73=-158/92, 14-71=-80/13, 15-70=-80/34, 16-69=-80/26, 17-68=-80/25, 18-67=-80/25, 19-66=-80/25, 20-64=-80/25, 21-63=-80/25, 23-62=-80/25, 24-61=-80/25, 25-60=-80/25, 26-59=-80/25, 27-58=-80/26, 28-57=-80/34, 29-56=-80/13, 30-54=-158/92, 32-53=-80/0, 33-52=-116/64, 34-51=-108/50, 36-50=-106/48, 37-49=-107/49, 38-48=-107/49, 39-47=-107/48, 40-46=-111/50, 41-45=-102/120 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 83, 68 lb uplift at joint 44, 87 lb uplift at joint 82, 29 lb uplift at joint 81, 34 lb uplift at joint 80, 32 lb uplift at joint 79, 33 lb uplift at joint 78, 32 lb uplift at joint 77, 34 lb uplift at joint 76, 48 lb uplift at joint 75, 65 lb uplift at joint 73, 18 lb uplift at joint 70, 10 lb uplift at joint 69, 9 lb uplift at joint 68, 9 lb uplift at joint 67, 9 lb uplift at joint 66, 9 lb uplift at joint 64, 9 lb uplift at joint 63, 9 lb uplift at joint 62, 9 lb uplift at joint 61, 9 lb uplift at joint 60, 9 lb uplift at joint 59, 10 lb uplift at joint 58, 18 lb uplift at joint 57, 65 lb uplift at joint 54, 48 lb uplift at joint 52, 34 lb uplift at joint 51, 32 lb uplift at joint 50, 33 lb uplift at joint 49, 32 lb uplift at joint 48, 36 lb uplift at joint 47, 22 lb uplift at joint 46 and 116 lb uplift at joint 45. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123431A01Piggyback Base Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:44 Page: 2 ID:2PnjzzBBBav8qRI_wAGw4py8T_Y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =MT18HS 3x8 =4x6 =5x6 =8x8 =4x9 =2x4 =2x4 =3x8 =3x8 =5x6 =5x6 =5x6 =MT18HS 3x8 23 22 21 20 19 18 17 16 15 14 13 12 1 11 2 10 9 3 4 8567 1-4-4 48-4-4 7-2-5 27-1-2 7-4-1 34-5-3 7-4-1 19-10-14 6-5-3 6-5-3 6-1-11 12-6-13 6-1-11 40-6-13 6-5-3 47-0-0 6-3-7 12-8-9 6-3-7 40-6-13 6-5-3 6-5-3 6-5-3 47-0-0 7-2-5 34-3-7 7-2-5 27-1-2 7-2-5 19-10-141-8-51-8-512-2-0Scale = 1:82.7 Plate Offsets (X, Y): [1:0-3-0,0-1-12], [4:0-4-12,0-1-12], [8:0-3-0,0-2-1], [11:0-2-12,0-1-8] 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 0.79 Vert(LL) -0.11 17-19 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL) -0.33 17-19 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horiz(TL) 0.12 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 269 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 19-4,19-7,15-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-21, 5-19, 7-15, 10-15 REACTIONS (lb/size) 13=1960/0-3-8, 23=1867/ Mechanical Max Horiz 23=-54 (LC 4) Max Uplift 13=-180 (LC 4), 23=-133 (LC 4) Max Grav 13=1985 (LC 8), 23=1930 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2184/205, 2-4=-2106/301, 4-5=-1928/313, 5-7=-1928/313, 7-8=-1581/280, 8-10=-2101/300, 10-11=-2182/211, 11-12=0/96, 1-23=-1868/165, 11-13=-1923/213 BOT CHORD 22-23=0/123, 21-22=0/1564, 19-21=0/1454, 17-19=0/1821, 15-17=0/1821, 14-15=0/1554, 13-14=0/144 WEBS 2-22=-219/88, 2-21=-267/131, 4-21=-17/347, 4-19=-64/700, 5-19=-452/141, 7-19=0/3, 7-17=0/289, 7-15=-700/64, 8-15=-69/896, 10-15=-255/130, 10-14=-215/78, 1-22=-31/1496, 11-14=0/1476 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 23 and 180 lb uplift at joint 13. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123432A02Piggyback Base 8 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:46 Page: 1 ID:lA94Wug8ts10j4gmXi?NzFy8T0W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =MT18HS 3x8 =4x6 =5x6 =8x8 =2x4 =4x9 =3x8 =2x4 =3x8 =5x6 =5x6 =4x6 =MT18HS 3x8 22 21 20 19 18 17 16 15 14 13 12 111 102 3 9 4 8567 7-2-5 27-1-2 7-4-1 34-5-3 7-4-1 19-10-14 6-5-3 6-5-3 6-1-11 12-6-13 6-1-11 40-6-13 6-5-3 47-0-0 6-3-7 12-8-9 6-3-7 40-6-13 6-5-3 6-5-3 6-5-3 47-0-0 7-2-5 27-1-2 7-2-5 34-3-7 7-2-5 19-10-141-8-51-8-512-2-0Scale = 1:82.3 Plate Offsets (X, Y): [1:0-3-0,0-1-12], [4:0-4-12,0-1-12], [8:0-3-0,0-2-1], [11:0-3-0,0-1-12] 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 0.79 Vert(LL) -0.11 16-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL) -0.33 16-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horiz(TL) 0.12 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 267 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 18-7,14-7,18-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-20, 5-18, 10-14, 7-14 REACTIONS (lb/size) 12=1868/0-3-8, 22=1868/ Mechanical Max Uplift 12=-133 (LC 4), 22=-133 (LC 4) Max Grav 12=1931 (LC 7), 22=1931 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2186/205, 2-4=-2108/301, 4-5=-1930/312, 5-7=-1930/312, 7-8=-1584/279, 8-10=-2108/301, 10-11=-2186/205, 1-22=-1869/165, 11-12=-1869/165 BOT CHORD 21-22=-7/105, 20-21=-37/1556, 18-20=0/1455, 16-18=0/1825, 14-16=0/1825, 13-14=-37/1555, 12-13=-7/105 WEBS 2-21=-220/88, 2-20=-267/132, 4-20=-17/347, 5-18=-452/141, 7-16=0/289, 8-14=-71/903, 10-14=-266/132, 10-13=-220/88, 1-21=-31/1497, 11-13=-31/1497, 7-18=0/1, 7-14=-699/64, 4-18=-63/702 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 12 and 133 lb uplift at joint 22. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123433A03Piggyback Base 3 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:47 Page: 1 ID:XyzE0NE7x?lx8ftVyEp5Zyy8SzC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5 12 12.25 12 Sheet Back 1 Ply =5x9 =6x6 =3x6 =4x9 17 22 21 20 19 18 1 16 2 3 15 4 5 14 6 7 23 8 9 10 13 11 12 0-8-0 12-7-10 1-4-4 -1-4-4 11-11-10 11-11-10 6-11-8 6-11-8 5-0-2 11-11-101-1-80-6-156-4-115-1-65-1-60-5-05-6-6Scale = 1:46.1 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 0.62 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.58 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 17 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 17-13:2x4 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 5-4-3 oc bracing. REACTIONS (lb/size) 17=962/6-11-8, 18=-340/6-11-8, 19=175/6-11-8, 20=36/6-11-8, 21=276/6-11-8, 22=-36/6-11-8 Max Horiz 22=459 (LC 6) Max Uplift 17=-1013 (LC 6), 18=-466 (LC 9), 19=-130 (LC 6), 21=-386 (LC 6), 22=-114 (LC 9) Max Grav 17=1220 (LC 9), 18=578 (LC 6), 19=195 (LC 9), 20=115 (LC 6), 21=339 (LC 9), 22=366 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-22=-197/41, 1-2=0/58, 2-3=-530/383, 3-4=-453/351, 4-5=-445/359, 5-6=-424/361, 6-7=-455/414, 7-8=-304/294, 8-10=-324/338, 10-11=-335/370, 11-12=-31/0, 11-13=-286/199 BOT CHORD 21-22=-317/63, 20-21=-317/63, 19-20=-317/63, 18-19=-317/63, 17-18=-325/72, 16-17=-824/494, 15-16=-531/235, 14-15=-510/296, 13-14=-453/342 WEBS 6-18=-100/57, 5-19=-80/39, 4-20=-68/4, 3-21=-162/179, 7-16=-404/379, 8-15=-70/34, 10-14=-64/18 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 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 114 lb uplift at joint 22, 1013 lb uplift at joint 17, 466 lb uplift at joint 18, 130 lb uplift at joint 19 and 386 lb uplift at joint 21. 11) Non Standard bearing condition. Review required. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123434B01Monopitch Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:47 Page: 1 ID:p5mcLCkC6dtLk?CFhKp6xty8gTb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5 12 12.25 12 =4x12 =5x6 =5x6 =5x6 =4x6 =3x4 =8x8 2 9 1 3 4 5 8 6 7 0-8-0 12-7-10 1-4-4 -1-4-4 5-1-14 11-11-10 6-9-12 6-9-12 6-11-8 6-11-8 5-0-2 11-11-101-1-80-6-156-4-115-1-65-1-60-5-05-6-6Scale = 1:45 Plate Offsets (X, Y): [6:0-3-4,0-7-0], [9:0-2-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.08 2-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(TL) -0.20 2-9 >417 180 TCDL 10.0 Rep Stress Incr YES WB 0.28 Horiz(TL) 0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 -- 3-9-12 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=194/0-3-0, 9=882/0-3-8 Max Horiz 2=424 (LC 6) Max Uplift 9=-653 (LC 6) Max Grav 2=225 (LC 12), 9=1051 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-4=-557/457, 4-6=-175/97, 6-7=-31/0, 6-8=-199/30 BOT CHORD 2-9=-322/112, 8-9=-536/356 WEBS 4-9=-563/358, 4-8=-473/440 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 19.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb uplift at joint 9. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123435B02Monopitch81WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:47 Page: 1 ID:pZilDaKt7AbAfncjhBC8Ziy8gU7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 Sheet Back1 Ply =5x6 =4x6 =3x6 =5x6 =4x6 =3x4 =MT18HS 10x12 =3x6 =6x8 =3x4 16 15 14 1312 11 10 9 8 7 1 2 45 3 4 46 43 44 6475 1-4-4 -1-4-4 6-0-15 12-5-5 8-11-11 21-5-0 6-4-7 6-4-7 2-2-3 14-5-12 5-11-3 12-3-9 6-4-7 6-4-7 6-7-12 21-1-8 0-3-8 21-5-012-0-121-8-51-8-140-2-210-1-1211-10-1011-10-100-2-212-0-12Scale = 1:73.9 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [4:0-3-0,0-3-0], [5:0-9-0,0-2-0], [12:0-3-0,0-1-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.05 7-8 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL) -0.13 7-8 >657 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL) 0.21 44 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 257 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6:2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-5:2x4 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, and 2-0-0 oc purlins (4-6-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-43, 3-10, 5-10, 5-7 REACTIONS (lb/size) 8=166/0-3-8, 9=-105/14-7-8, 10=686/14-7-8, 11=26/14-7-8, 13=46/14-7-8, 14=-52/14-7-8, 15=373/14-7-8, 16=364/14-7-8, 44=252/0-3-0 Max Horiz 16=120 (LC 6) Max Uplift 9=-215 (LC 5), 14=-108 (LC 5), 15=-86 (LC 6), 16=-131 (LC 6), 44=-241 (LC 6) Max Grav 8=341 (LC 5), 9=-9 (LC 6), 10=960 (LC 14), 11=52 (LC 5), 13=94 (LC 5), 14=-32 (LC 6), 15=661 (LC 19), 16=518 (LC 19), 44=505 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-384/151, 3-5=-403/297, 5-6=-127/135, 7-43=-133/187, 6-43=-133/187, 2-16=-460/164 BOT CHORD 15-16=-109/162, 14-15=-53/165, 13-14=-53/165, 11-13=-53/165, 10-11=-53/165, 9-10=-72/20, 8-9=-72/20, 7-8=-72/20 WEBS 3-15=-523/160, 3-10=-222/59, 5-10=-810/80, 5-7=-187/232, 2-15=-78/57, 6-44=-534/266 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 MT20 plates unless otherwise indicated. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 1-4-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) Bearing at joint(s) 44 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 44. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 16, 86 lb uplift at joint 15, 108 lb uplift at joint 14, 215 lb uplift at joint 9 and 241 lb uplift at joint 44. 15) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16) 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 WF88 T I50123436C01Half Hip Structural Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:47 Page: 1 ID:3La?dDr?kGg4GGM_OGKk16y8T49-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =5x6 =4x6 =3x6 =3x4 =3x4 =3x4 =8x8 =3x4 =6x10 =3x4 =3x4 12 11 10 9 8 7 1 2 3 4 13 14 65 1-4-4 -1-4-4 6-1-11 12-6-13 8-10-3 21-5-0 6-5-3 6-5-3 1-9-3 14-5-12 6-3-7 12-8-9 6-5-3 6-5-3 6-7-12 21-1-8 0-3-8 21-5-01-8-52-0-412-2-010-1-12Scale = 1:75.2 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-5-12,0-5-4], [6:Edge,0-4-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.05 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(TL) -0.12 7-8 >673 180 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horiz(TL) 0.12 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 143 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-6:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 5-8, 6-8 REACTIONS (lb/size) 8=1195/0-3-8, 12=555/0-3-8, 14=7/0-3-0 Max Horiz 12=128 (LC 4) Max Uplift 12=-249 (LC 4), 14=-480 (LC 4) Max Grav 8=1195 (LC 1), 12=715 (LC 8), 14=483 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-639/294, 3-5=-414/397, 5-6=-295/371, 7-13=0/109, 6-13=0/109, 2-12=-659/281 BOT CHORD 11-12=-120/138, 9-11=-171/383, 8-9=-94/107, 7-8=-111/127 WEBS 3-11=0/251, 3-9=-479/114, 5-9=-30/360, 5-8=-774/0, 6-8=-495/354, 2-11=-53/251, 6-14=-502/500 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 14. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 12 and 480 lb uplift at joint 14. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123437C02Piggyback Base 6 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:48 Page: 1 ID:jkQEPZpAvrmksZTM43lVG_y8T2v-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x8 =5x6 =4x6 =3x6 =3x4 =3x4 =3x4 =8x8 =3x8 =6x6 =3x4 11 10 9 8 7 1 2 3 4 12 13 5 6 1-4-4 -1-4-4 6-2-11 18-9-8 6-1-11 12-6-13 6-5-3 6-5-3 5-9-7 18-6-0 6-3-7 12-8-9 6-5-3 6-5-3 0-3-8 18-9-81-8-52-0-412-2-010-1-12Scale = 1:77.9 Plate Offsets (X, Y): [2:0-3-0,0-1-8], [5:0-6-4,0-2-0] 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 0.70 Vert(LL) -0.04 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(TL) -0.11 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horiz(TL) 0.27 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 118 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-7,7-5:2x4 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, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 5-7 REACTIONS (lb/size) 11=834/0-3-8, 13=712/0-3-0 Max Horiz 11=126 (LC 4) Max Uplift 11=-54 (LC 4), 13=-90 (LC 4) Max Grav 11=839 (LC 8), 13=750 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-788/56, 3-5=-533/133, 5-6=-119/118, 7-12=-6/588, 6-12=-6/588, 2-11=-779/86 BOT CHORD 10-11=-114/138, 8-10=0/495, 7-8=0/269 WEBS 3-10=0/196, 3-8=-454/149, 5-8=-69/475, 5-7=-617/71, 2-10=0/416, 6-13=-766/100 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 11 and 90 lb uplift at joint 13. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123438C03Piggyback Base 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:48 Page: 1 ID:FpOIm2?D7mnTn1hR0R2FwMy8T2f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =3x8 =4x6 =3x6 =3x6 =3x4 =3x4 =6x8 =3x8 =6x6 =3x4 10 9 8 7 6 1 2 3 11 12 4 5 6-2-11 18-9-8 6-5-3 6-5-3 6-1-11 12-6-13 5-9-7 18-6-0 6-3-7 12-8-9 6-5-3 6-5-3 0-3-8 18-9-81-8-52-0-41-8-512-2-010-1-12Scale = 1:74.8 Plate Offsets (X, Y): [4:0-6-0,0-1-12] 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 0.70 Vert(LL) -0.04 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(TL) -0.11 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horiz(TL) 0.27 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 116 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6,6-4:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 4-6 REACTIONS (lb/size) 10=741/ Mechanical, 12=716/0-3-0 Max Horiz 10=72 (LC 4) Max Uplift 10=-7 (LC 4), 12=-90 (LC 4) Max Grav 10=783 (LC 7), 12=753 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-789/51, 2-4=-537/134, 4-5=-119/118, 6-11=-5/591, 5-11=-5/591, 1-10=-724/38 BOT CHORD 9-10=-75/121, 7-9=0/504, 6-7=0/271 WEBS 2-9=0/195, 2-7=-465/151, 4-7=-70/483, 4-6=-619/70, 1-9=0/430, 5-12=-769/99 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 10 and 90 lb uplift at joint 12. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123439C04Piggyback Base 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:48 Page: 1 ID:KTSO1YtcNIUCFLRff_2?iPy8gW?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =3x8 =4x6 =3x6 =3x6 =3x4 =3x4 =4x9 =2x4 =4x9 =5x9 =4x6 =3x4 12 11 10 9 8 7 1 2 3 13 14 4 5 6 5-10-13 18-5-11 5-10-13 24-4-8 6-5-3 6-5-3 6-1-11 12-6-13 5-7-5 24-1-0 5-9-1 18-5-11 6-3-7 12-8-9 6-5-3 6-5-3 0-3-8 24-4-81-8-52-0-41-8-512-2-010-1-12Scale = 1:78 Plate Offsets (X, Y): [4:0-7-0,0-1-12], [6:0-2-8,0-3-0], [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 0.66 Vert(LL) -0.04 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL) -0.11 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horiz(TL) 0.28 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 156 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-7,8-4,8-6:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-8, 5-8 REACTIONS (lb/size) 12=964/ Mechanical, 14=939/0-3-0 Max Horiz 12=80 (LC 4) Max Uplift 12=-31 (LC 4), 14=-105 (LC 4) Max Grav 12=1011 (LC 7), 14=954 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1068/81, 2-4=-847/162, 4-5=-462/150, 5-6=-462/150, 7-13=0/97, 6-13=0/97, 1-12=-953/64 BOT CHORD 11-12=-84/129, 9-11=-20/725, 8-9=0/503, 7-8=-113/139 WEBS 2-11=-16/161, 2-9=-432/149, 4-9=-30/429, 4-8=-328/50, 5-8=-426/68, 6-8=-85/867, 1-11=0/644, 6-14=-971/114 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) 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) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 12 and 105 lb uplift at joint 14. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123440C05Piggyback Base 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:49 Page: 1 ID:KTSO1YtcNIUCFLRff_2?iPy8gW?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x8 =4x6 = 4x6 =3x6 =3x4 =3x6 =3x4 =8x8 =3x8 =6x6 =3x4 10 9 8 7 6 1 2 3 11 12 4 5 6-5-3 6-5-3 6-1-11 12-6-13 8-4-3 20-11-0 6-3-7 12-8-9 6-5-3 6-5-3 7-10-15 20-7-8 0-3-8 20-11-01-8-52-0-41-8-512-2-010-1-12Scale = 1:74.3 Plate Offsets (X, Y): [1:0-3-0,0-1-12], [4:0-4-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.11 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 Vert(TL) -0.30 6-7 >829 180 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horiz(TL) 0.40 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6,6-4:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 4-6 REACTIONS (lb/size) 10=826/ Mechanical, 12=801/0-3-0 Max Horiz 10=75 (LC 4) Max Uplift 10=-16 (LC 4), 12=-95 (LC 4) Max Grav 10=870 (LC 7), 12=828 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-893/63, 2-4=-660/144, 4-5=-123/117, 6-11=-1/605, 5-11=-1/605, 1-10=-809/49 BOT CHORD 9-10=-78/129, 7-9=0/585, 6-7=0/368 WEBS 2-9=0/163, 2-7=-434/151, 4-7=-43/483, 4-6=-653/74, 1-9=0/503, 5-12=-848/104 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 10 and 95 lb uplift at joint 12. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123441C06Piggyback Base 8 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:49 Page: 1 ID:og0mEuuE8cc3tV?rDiZEEcy8gW_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =3x4 =5x6 = 4x6 =3x6 =3x4 =3x4 =3x4 =MT18HS 7x10 =3x8 =6x6 =3x4 11 10 9 8 7 1 2 3 4 12 13 5 6 1-4-4 -1-4-4 6-1-11 12-6-13 8-4-3 20-11-0 6-5-3 6-5-3 6-3-7 12-8-9 6-5-3 6-5-3 7-10-15 20-7-8 0-3-8 20-11-01-8-52-0-412-2-010-1-12Scale = 1:74.3 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-6-12,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.11 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.44 Vert(TL) -0.30 7-8 >829 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horiz(TL) 0.40 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 124 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-7,7-5:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 5-7 REACTIONS (lb/size) 11=919/0-3-8, 13=798/0-3-0 Max Horiz 11=130 (LC 4) Max Uplift 11=-63 (LC 4), 13=-96 (LC 4) Max Grav 11=926 (LC 8), 13=826 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-891/69, 3-5=-656/143, 5-6=-123/117, 7-12=-2/603, 6-12=-2/603, 2-11=-865/96 BOT CHORD 10-11=-117/147, 8-10=0/576, 7-8=0/366 WEBS 3-10=0/165, 3-8=-423/149, 5-8=-41/475, 5-7=-651/75, 2-10=0/487, 6-13=-846/105 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 11 and 96 lb uplift at joint 13. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123442C07Piggyback Base 4 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:49 Page: 1 ID:K2Q5lEDxaUNGmOLftRrizSy8T15-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =3x4 =5x6 =4x6 =3x6 =3x4 = 3x4 =3x4 =5x9 =2x4 =4x9 =5x9 =4x6 =3x4 13 12 11 10 9 8 1 2 3 4 14 15 5 6 7 1-4-4 -1-4-4 6-2-1 18-8-15 6-2-1 24-11-0 6-1-11 12-6-13 6-5-3 6-5-3 5-10-9 24-7-8 6-0-5 18-8-15 6-3-7 12-8-9 6-5-3 6-5-3 0-3-8 24-11-01-8-52-0-412-2-010-1-12Scale = 1:74.1 Plate Offsets (X, Y): [2:0-3-0,0-1-8], [5:0-7-0,0-1-12], [7:0-2-8,0-3-0], [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 0.66 Vert(LL) -0.04 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL) -0.11 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horiz(TL) 0.29 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 160 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-8,9-5,9-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-1 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 3-10, 5-9, 6-9 REACTIONS (lb/size) 13=1078/0-3-8, 15=958/0-3-0 Max Horiz 13=135 (LC 4) Max Uplift 13=-80 (LC 4), 15=-107 (LC 4) Max Grav 13=1088 (LC 8), 15=971 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1092/90, 3-5=-872/164, 5-6=-485/152, 6-7=-484/153, 8-14=0/101, 7-14=0/101, 2-13=-1029/114 BOT CHORD 12-13=-124/147, 10-12=-22/737, 9-10=0/523, 8-9=-112/139 WEBS 3-12=-18/157, 3-10=-417/147, 5-10=-28/421, 5-9=-313/50, 6-9=-444/78, 7-9=-88/885, 2-12=0/649, 7-15=-989/116 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 13 and 107 lb uplift at joint 15. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123443C08Piggyback Base 5 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:49 Page: 1 ID:1z1tsfLDEZeszx5aSX02NZy8T0x-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =4x6 =4x9 =5x6 =4x6 =3x4 =3x4 = 3x4 =3x6 =5x6 =4x9 =4x6 =3x10 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 15 26 14 27 28 13 29 12 30 31 32 11 33 10 91 82 2516 4 20 21 22 5 6 19 23 18 24 17 73 1-4-4 -1-4-4 1-4-4 22-8-4 5-0-11 8-0-12 5-0-11 18-3-15 5-2-7 13-3-4 3-0-1 3-0-1 3-0-1 21-4-0 2-10-5 2-10-5 2-10-5 21-4-0 7-9-11 10-8-0 7-9-11 18-5-114-11-11-11-00-1-154-9-24-9-20-1-154-11-1Scale = 1:45.7 Plate Offsets (X, Y): [2:0-3-0,0-1-12], [3:0-3-9,0-2-8], [7:0-3-9,0-2-8], [8:0-3-0,0-1-12] 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 0.68 Vert(LL) -0.06 12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.46 Vert(TL) -0.13 11-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.44 Horiz(TL) 0.03 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 115 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-11 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 5-11 REACTIONS (lb/size) 10=1229/0-3-8, 15=1228/0-3-8 Max Uplift 10=-578 (LC 6), 15=-576 (LC 6) Max Grav 10=1697 (LC 25), 15=1695 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1452/439, 3-4=-998/323, 4-5=-2103/563, 5-7=-996/323, 7-8=-1453/440, 8-9=0/129, 2-15=-1671/516, 8-10=-1672/517 BOT CHORD 14-15=-54/64, 12-14=-357/1958, 11-12=-358/1959, 10-11=-54/63 WEBS 3-14=-184/534, 7-11=-183/533, 2-14=-192/1081, 8-11=-193/1083, 4-12=-39/277, 4-14=-1334/290, 5-12=-38/275, 5-11=-1334/290 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) 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 576 lb uplift at joint 15 and 578 lb uplift at joint 10. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) 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, 3-7=-60, 7-8=-60, 8-9=-60, 10-15=-20 Concentrated Loads (lb) Vert: 3=-32 (B), 6=-32 (B), 14=-17 (B), 11=-17 (B), 7=-32 (B), 12=-17 (B), 16=-50 (B), 18=-32 (B), 19=-32 (B), 20=-32 (B), 21=-32 (B), 22=-32 (B), 23=-32 (B), 25=-50 (B), 26=-27 (B), 27=-17 (B), 28=-17 (B), 29=-17 (B), 30=-17 (B), 31=-17 (B), 32=-17 (B), 33=-27 (B) Job Truss Truss Type Qty Ply WF88 T I50123444D01Hip Girder 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:50 Page: 1 ID:GJWIJcUXwTSkQQ_VnGTUPfy8gWV-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =4x6 =3x8 =10x10 =5x6 =4x9 =10x10 =2x4 =5x6 =10x10 =3x8 =4x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 14 11 10 15 9 16 17 8 18 19 20 7 21 22 6 51 312 13 2 4 6-2-7 10-8-0 6-2-7 16-10-7 4-5-9 4-5-9 4-5-9 21-4-0 4-3-13 4-3-13 4-3-13 21-4-0 6-4-3 10-8-0 6-4-3 17-0-36-4-91-11-00-1-156-2-106-2-100-1-156-4-9Scale = 1:49.7 Plate Offsets (X, Y): [1:0-3-7,Edge], [2:0-3-9,0-2-8], [4:0-3-9,0-2-8], [5:0-3-7,Edge], [6:Edge,0-3-8], [7:0-3-8,0-5-0], [10:0-3-8,0-5-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 8-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL) -0.15 8-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.54 Horiz(TL) 0.02 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 352 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.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=5217/0-3-8, 11=4714/0-3-8 Max Grav 6=5479 (LC 16), 11=4976 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4835/0, 2-3=-5441/0, 3-4=-5441/0, 4-5=-5010/0, 1-11=-4724/0, 5-6=-4884/0 BOT CHORD 10-11=0/144, 8-10=0/3390, 7-8=0/3508, 6-7=0/174 WEBS 2-10=0/1216, 2-8=0/2824, 3-8=-961/126, 4-8=0/2661, 4-7=0/1452, 1-10=0/3583, 5-7=0/3683 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: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) 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, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-2-4 from the left end to 20-2-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-11=-20 Concentrated Loads (lb) Vert: 10=-806 (F), 14=-806 (F), 15=-806 (F), 16=-806 (F), 17=-806 (F), 18=-806 (F), 19=-806 (F), 20=-944 (F), 21=-944 (F), 22=-721 (F) Job Truss Truss Type Qty Ply WF88 T I50123445D02Hip Girder 1 3WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:51 Page: 1 ID:og0mEuuE8cc3tV?rDiZEEcy8gW_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.54 12 4.612 =2x4 =3x6 =5x9 = 3x4 =3x4 = 6x6 =4x6 = 3x8 =5x9 =3x4 =3x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 12 11 10 18 9 8 7 1 6 52 1713 16143 15 4 1-6-0 6-9-0 1-9-14 8-6-14 1-9-14 5-3-0 3-5-2 3-5-2 3-5-2 12-0-0 1-6-6 5-1-4 1-6-6 8-5-2 1-9-8 6-10-12 3-6-14 12-0-0 3-6-14 3-6-144-11-11-9-60-1-154-2-114-2-110-6-74-9-10-1-154-11-1Scale = 1:52.6 Plate Offsets (X, Y): [2:0-4-8,0-2-0], [5:0-4-8,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.01 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL) -0.01 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.18 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=545/0-3-9, 12=545/0-3-9 Max Uplift 7=-192 (LC 6), 12=-192 (LC 6) Max Grav 7=683 (LC 11), 12=683 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-651/232, 2-3=-606/254, 3-4=-550/246, 4-5=-605/255, 5-6=-651/232, 1-12=-642/206, 6-7=-642/206 BOT CHORD 11-12=0/36, 10-11=-101/436, 9-10=-110/474, 8-9=-101/436, 7-8=0/36 WEBS 2-11=-114/35, 2-10=-23/149, 3-10=-50/57, 3-9=-21/18, 4-9=-53/60, 5-9=-26/143, 5-8=-111/37, 1-11=-121/460, 6-8=-121/460 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 192 lb uplift at joint 12 and 192 lb uplift at joint 7. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 3=-32 (B), 4=-32 (B), 11=-3 (B), 10=-17 (B), 9=-17 (B), 8=-3 (B), 15=-32 (B), 18=-17 (B) Job Truss Truss Type Qty Ply WF88 T I50123446E01Hip Girder 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:52 Page: 1 ID:NSzd6UKCWyC1ZeK?nrxQl8y8Sxn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 8.5412 4.6 12 =2x8 =3x4 =6x8 =4x6 =3x4 =4x16 =2x4 =3x4 =4x6 =6x8 =3x4 =2x8 14 13 12 111 2 10 3 9 1615 8 4 6 7 5 0-4-0 6-0-0 0-4-0 6-4-0 0-9-11 5-8-0 0-9-11 7-1-11 1-4-4 -1-4-4 1-4-4 13-4-4 1-8-11 8-10-7 1-8-11 4-10-5 3-1-9 3-1-9 3-1-9 12-0-0 6-0-0 6-0-0 6-0-0 12-0-06-7-11-11-00-1-155-0-95-0-91-2-126-3-50-1-126-5-10-1-156-7-1Scale = 1:61.4 Plate Offsets (X, Y): [3:0-4-0,0-2-6], [5:0-2-0,Edge], [7:0-2-0,Edge], [9:0-4-0,0-2-6] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.02 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL) -0.06 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL) 0.00 12 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 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=558/0-3-8, 14=558/0-3-8 Max Uplift 12=-93 (LC 6), 14=-93 (LC 6) Max Grav 12=559 (LC 12), 14=559 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-149/182, 3-4=-364/115, 4-5=-306/117, 5-6=-276/109, 6-7=-276/109, 7-8=-306/117, 8-9=-364/115, 9-10=-149/182, 10-11=0/106, 2-14=-249/205, 10-12=-249/205 BOT CHORD 13-14=0/201, 12-13=0/201 WEBS 3-14=-346/0, 9-12=-346/0, 4-13=-10/54, 8-13=-10/54, 6-13=-26/82, 3-13=-31/72, 9-13=-31/72 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 93 lb uplift at joint 14 and 93 lb uplift at joint 12. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123447E02Hip11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:52 Page: 1 ID:Js8GYXRcjXnKYsSeNatX1Gy8TGI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x9 =4x6 =3x8 =5x9 =2x4 8 7 6 1 5 42 3 1-4-4 13-4-4 1-4-4 -1-4-4 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-01-11-07-11-0Scale = 1:51.8 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 0.58 Vert(LL) -0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL) -0.06 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 6 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 6=558/0-3-8, 8=558/0-3-8 Max Uplift 6=-85 (LC 4), 8=-85 (LC 4) Max Grav 6=570 (LC 8), 8=570 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-446/99, 3-4=-446/99, 4-5=0/106, 2-8=-516/114, 4-6=-516/114 BOT CHORD 7-8=-3/119, 6-7=-3/119 WEBS 3-7=-11/205, 2-7=-2/166, 4-7=-2/166 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 8 and 85 lb uplift at joint 6. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123448E03Common11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:53 Page: 1 ID:L5dyRQ6bMeKjU0EGePtwqvy8gUP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =4x6 =4x6 =8x8 =4x9 =8x8 =4x6 =4x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 7 8 6 9 105 11 4 31 2 6-0-0 6-0-0 6-0-0 12-0-0 3-10-13 7-11-7 4-0-9 12-0-0 4-0-9 4-0-91-11-07-11-0Scale = 1:53.6 Plate Offsets (X, Y): [4:Edge,0-3-8], [5:0-4-0,0-6-0], [6:0-4-0,0-6-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.04 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL) -0.09 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: 170 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 7-1,4-3:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=6755/0-3-8, 7=5276/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4315/0, 2-3=-4274/0, 1-7=-4265/0, 3-4=-4230/0 BOT CHORD 6-7=-30/211, 5-6=0/2188, 4-5=-31/196 WEBS 1-6=0/2989, 3-5=0/2974, 2-6=0/2929, 2-5=0/2820 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 - 3 rows staggered at 0-8-0 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-1-12 oc max. starting at 1-8-8 from the left end to 11-10-4 to connect truss(es) to front face of bottom chord. 8) 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, 4-7=-20 Concentrated Loads (lb) Vert: 4=-1857 (F), 6=-1847 (F), 8=-1847 (F), 9=-1847 (F), 10=-1848 (F), 11=-1848 (F) Job Truss Truss Type Qty Ply WF88 T I50123449E04Common Girder 1 2WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:53 Page: 1 ID:z9pw2HV_DGz2FoPhcnBiJ5y8SxZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =4x6 =5x9 = 5x6 =4x6 =3x4 =3x4 =3x4 = 3x4 =5x6 =5x9 =4x6 =3x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HUS26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HUS26 26 27 28 29 15 14 23 24 13 25 12 11 30 10 22 91 2 8 4 18 19 5 6 17 20 16 213 7 1-3-0 13-6-14 1-4-4 -1-4-4 1-4-4 23-0-4 4-2-13 12-3-14 2-9-1 21-8-0 2-9-1 2-9-1 5-4-1 8-1-2 5-4-1 18-10-15 2-7-5 21-8-0 2-7-5 2-7-5 8-2-11 10-10-0 8-2-11 19-0-113-11-141-8-50-1-113-10-33-10-30-1-113-11-14Scale = 1:45.3 Plate Offsets (X, Y): [2:0-2-14,0-2-0], [3:0-3-0,0-2-1], [7:0-3-0,0-2-1], [8:0-2-14,0-2-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.08 12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL) -0.20 12-14 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.58 Horiz(TL) 0.05 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-3-5 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-11 REACTIONS (lb/size) 10=1725/0-3-8, 15=1725/0-3-8 Max Uplift 10=-441 (LC 4), 15=-441 (LC 4) Max Grav 10=1750 (LC 8), 15=1750 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1549/373, 3-4=-1178/306, 4-6=-2599/576, 6-7=-1178/306, 7-8=-1549/373, 8-9=0/96, 2-15=-1730/411, 8-10=-1729/411 BOT CHORD 14-15=-45/41, 12-14=-465/2427, 11-12=-465/2427, 10-11=-45/41 WEBS 3-14=-119/605, 7-11=-119/604, 2-14=-225/1323, 8-11=-225/1322, 4-12=0/402, 4-14=-1534/368, 6-12=0/403, 6-11=-1534/368 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 441 lb uplift at joint 15 and 441 lb uplift at joint 10. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 17-6-8 oc max. starting at 2-0-12 from the left end to 19-7-4 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-8=-60, 8-9=-60, 10-15=-20 Concentrated Loads (lb) Vert: 13=-34 (B), 4=-108 (B), 6=-108 (B), 16=-108 (B), 17=-108 (B), 18=-108 (B), 19=-108 (B), 20=-108 (B), 21=-108 (B), 22=-214 (B), 23=-34 (B), 24=-34 (B), 25=-34 (B), 26=-34 (B), 27=-34 (B), 28=-34 (B), 29=-34 (B), 30=-214 (B) Job Truss Truss Type Qty Ply WF88 T I50123450F01Hip Girder 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:53 Page: 1 ID:6UoYV91m1vYAjdikbvsfLYy8gay-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =3x6 =3x4 =5x6 =3x4 =3x8 =2x4 =5x6 =3x4 =3x6 =2x4 13 12 11 10 9 8 1 7 2 6 43 5 1-4-4 -1-4-4 1-4-4 23-0-4 3-11-8 21-8-0 3-11-8 3-11-8 6-10-8 10-10-0 6-10-8 17-8-8 3-9-12 21-8-0 3-9-12 3-9-12 7-0-4 10-10-0 7-0-4 17-10-44-11-141-8-50-1-114-10-34-10-30-1-114-11-14Scale = 1:45.4 Plate Offsets (X, Y): [3:0-3-0,0-2-1], [5:0-3-0,0-2-1] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.05 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(TL) -0.14 10-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.28 Horiz(TL) 0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-10 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 8=945/0-3-8, 13=945/0-3-8 Max Uplift 8=-113 (LC 4), 13=-113 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-840/107, 3-4=-1091/160, 4-5=-1091/160, 5-6=-840/107, 6-7=0/96, 2-13=-923/126, 6-8=-923/126 BOT CHORD 12-13=-36/32, 10-12=0/596, 9-10=0/596, 8-9=-36/32 WEBS 3-12=-118/54, 3-10=-55/573, 4-10=-490/152, 5-10=-55/573, 5-9=-118/54, 2-12=0/630, 6-9=0/630 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 13 and 113 lb uplift at joint 8. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123451F02Hip11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:53 Page: 1 ID:WK06i?HJK23L7iDam6DL9my8gae-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 Sheet Back 1 Ply =2x8 15 14 13 12 11 10 9 1 2 3 4 5 6 7 8 1-4-4 -1-4-4 7-11-6 7-11-6 0-1-8 7-11-6 7-9-14 7-9-145-2-91-2-144-11-10-3-80-3-8Scale = 1:33.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 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 0.04 Horiz(TL) 0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 9=38/7-11-6, 10=110/7-11-6, 11=108/7-11-6, 12=104/7-11-6, 13=120/7-11-6, 14=27/7-11-6, 15=196/7-11-6 Max Horiz 15=86 (LC 6) Max Uplift 9=-7 (LC 7), 10=-34 (LC 6), 11=-33 (LC 6), 12=-45 (LC 6), 13=-15 (LC 6), 14=-143 (LC 6) Max Grav 9=48 (LC 9), 10=135 (LC 9), 11=121 (LC 9), 12=112 (LC 12), 13=121 (LC 12), 14=67 (LC 7), 15=285 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-15=-258/14, 1-2=0/67, 2-3=-99/0, 3-4=-56/22, 4-5=-42/17, 5-6=-53/19, 6-7=-66/44, 7-8=-61/57, 8-9=-39/19 BOT CHORD 14-15=-66/70, 13-14=-66/70, 12-13=-66/70, 11-12=-66/70, 10-11=-66/70, 9-10=-66/70 WEBS 7-10=-107/13, 6-11=-95/59, 5-12=-84/54, 4-13=-93/49, 3-14=-41/88 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 9, 34 lb uplift at joint 10, 33 lb uplift at joint 11, 45 lb uplift at joint 12, 15 lb uplift at joint 13 and 143 lb uplift at joint 14. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123452G01Monopitch Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:54 Page: 1 ID:cVsCLR8rKTQ5Yuwo5D4c99y8geh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x4 =4x6 =4x6 =2x4 6 5 1 2 3 7 4 1-4-4 -1-4-4 3-10-14 7-11-6 4-0-8 4-0-8 0-1-8 7-11-6 7-9-14 7-9-145-2-91-2-144-11-10-3-80-3-8Scale = 1:37.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.18 5-6 >510 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(TL) -0.45 5-6 >204 180 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=297/0-1-8, 6=405/0-3-8 Max Horiz 6=86 (LC 6) Max Uplift 5=-82 (LC 6), 6=-114 (LC 6) Max Grav 5=340 (LC 9), 6=415 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/67, 2-3=-52/116, 3-4=-98/50, 2-6=-215/165, 4-5=-124/27 BOT CHORD 5-6=-64/189 WEBS 3-6=-242/0, 3-5=-236/169 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 6 and 82 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123453G02Monopitch111WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:54 Page: 1 ID:F??S95gOVUWdNvRIJXtT4wy8gfI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 1012 5 12 Sheet Front 1 Ply =3x4 =3x4 =3x4 =3x4 13 1415 16 17 18 19 12 11 20 1098 21 76 5 22 4 23 32 1 0-3-6 -0-3-6 1-8-4 14-10-0 13-1-12 13-1-12 2-0-12 13-1-12 1-11-2 1-11-2 9-1-14 11-1-010-5-150-3-115-8-70-4-130-3-130-3-130-6-90-10-58-11-129-10-20-3-110-1-2Scale = 1:68.7 Plate Offsets (X, Y): [1:0-1-9,0-1-8], [15:0-2-0,0-0-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 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 0.05 Horiz(TL) 0.00 13 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1=80/13-1-12, 13=226/13-1-12, 14=28/13-1-12, 15=5/13-1-12, 16=105/13-1-12, 17=109/13-1-12, 18=106/13-1-12, 19=105/13-1-12, 20=114/13-1-12, 21=70/13-1-12, 22=200/13-1-12 Max Horiz 1=-349 (LC 6) Max Uplift 1=-48 (LC 7), 13=-206 (LC 6), 14=-75 (LC 8), 15=-6 (LC 6), 16=-28 (LC 6), 17=-23 (LC 6), 18=-22 (LC 6), 19=-22 (LC 6), 20=-23 (LC 6), 21=-15 (LC 6), 22=-44 (LC 6) Max Grav 1=144 (LC 6), 13=328 (LC 8), 14=80 (LC 7), 15=15 (LC 7), 16=107 (LC 12), 17=110 (LC 12), 18=107 (LC 12), 19=106 (LC 12), 20=132 (LC 10), 21=93 (LC 10), 22=259 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-135/273, 2-3=-115/241, 3-4=-114/227, 4-5=-107/210, 5-6=-101/193, 6-7=-95/176, 7-8=-89/158, 8-10=-81/140, 10-11=-93/157, 11-12=0/58, 11-13=-322/229 BOT CHORD 1-22=-113/115, 21-22=-97/112, 20-21=-104/110, 19-20=-102/110, 18-19=-102/110, 17-18=-102/110, 16-17=-102/111, 15-16=-95/109, 14-15=-90/97, 13-14=-65/71 WEBS 10-14=-70/108, 8-16=-84/41, 7-17=-83/40, 6-18=-81/37, 5-19=-80/38, 4-20=-101/40, 3-21=-79/28, 2-22=-201/70 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the 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) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 1, 206 lb uplift at joint 13, 6 lb uplift at joint 15, 75 lb uplift at joint 14, 28 lb uplift at joint 16, 23 lb uplift at joint 17, 22 lb uplift at joint 18, 22 lb uplift at joint 19, 23 lb uplift at joint 20, 15 lb uplift at joint 21 and 44 lb uplift at joint 22. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 13, 15, 14, 16, 17, 18, 19, 20, 21, 22. 14) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123454H01Roof Special Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:54 Page: 1 ID:fyO8HOscgh3Nr3f4?IzN4_y8gQr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 10 12 5 12 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 8 9 10 11 7 6 5 12 4 314 13 2 1 0-3-6 -0-3-6 1-8-4 14-10-0 13-1-12 13-1-12 2-0-12 13-1-12 1-11-2 1-11-2 9-1-14 11-1-010-5-150-3-115-8-70-4-130-3-130-3-130-6-90-10-58-11-129-10-20-3-110-1-2Scale = 1:68.7 Plate Offsets (X, Y): [1:0-1-9,0-1-8], [9:0-2-0,0-0-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1=120/13-1-12, 8=254/13-1-12, 9=37/13-1-12, 10=250/13-1-12, 11=178/13-1-12, 12=312/13-1-12 Max Horiz 1=-349 (LC 6) Max Uplift 1=-19 (LC 7), 8=-191 (LC 6), 9=-42 (LC 6), 10=-28 (LC 6), 11=-44 (LC 6), 12=-65 (LC 6) Max Grav 1=156 (LC 10), 8=274 (LC 8), 9=90 (LC 7), 10=250 (LC 10), 11=181 (LC 12), 12=400 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-139/267, 2-3=-113/219, 3-4=-106/185, 4-6=-96/155, 6-7=0/58, 6-8=-257/193 BOT CHORD 1-12=-120/121, 11-12=-105/118, 10-11=-109/116, 9-10=-104/118, 8-9=-75/83 WEBS 2-12=-314/105, 4-10=-198/63, 3-11=-135/74 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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 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) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1, 191 lb uplift at joint 8, 42 lb uplift at joint 9, 65 lb uplift at joint 12, 28 lb uplift at joint 10 and 44 lb uplift at joint 11. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 8, 9, 12, 10, 11. 14) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123455H02Roof Special Supported Gable 3 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:55 Page: 1 ID:j6KE?KFg7X5qhz6Et0YuNky8gQL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 5.1412 =2x4 =3x4 =3x6 =3x4 6 5 4 1 2 7 3 2-7-9 -2-7-9 0-3-8 3-8-2 3-4-10 3-4-10 0-0-10 0-0-10 0-3-8 3-8-2 3-4-0 3-4-103-3-41-8-53-3-4Scale = 1:31.2 Plate Offsets (X, Y): [3:0-3-0,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(TL) -0.02 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=26/ Mechanical, 5=39/ Mechanical, 6=367/0-5-9 Max Horiz 6=172 (LC 6) Max Uplift 3=-87 (LC 8), 5=-44 (LC 6), 6=-130 (LC 6) Max Grav 3=58 (LC 12), 5=77 (LC 5), 6=461 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-429/149, 1-2=0/109, 2-3=-69/20 BOT CHORD 5-6=-149/29, 4-5=0/0 WEBS 3-5=0/0, 2-5=-32/163 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 6, 87 lb uplift at joint 3 and 44 lb uplift at joint 5. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123456J01Jack-Open Girder 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:55 Page: 1 ID:kpkOmJw?F8V?Ekp5rfDdley8gdh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 = 3x4 =5x6 =3x4 =2x4 Special Special 6 7 5 1 2 3 4 1-4-4 -1-4-4 1-3-2 5-6-0 4-2-14 4-2-14 5-6-03-4-51-2-143-2-60-1-153-2-63-2-60-1-153-4-5Scale = 1:34.9 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 0.40 Vert(LL) 0.05 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(TL) -0.12 5-6 >528 180 TCDL 10.0 Rep Stress Incr NO WB 0.08 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=202/ Mechanical, 6=313/0-3-8 Max Horiz 6=67 (LC 6) Max Uplift 5=-155 (LC 6), 6=-136 (LC 6) Max Grav 5=267 (LC 19), 6=493 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/69, 2-3=-101/123, 3-4=-41/45, 4-5=-58/20, 2-6=-396/190 BOT CHORD 5-6=-5/75 WEBS 3-5=-184/80, 3-6=-155/0 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 5 and 136 lb uplift at joint 6. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down at 4-2-14 on top chord, and 55 lb down and 117 lb up at 4-2-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-8 (B) Job Truss Truss Type Qty Ply WF88 T I50123457J02Half Hip Girder 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:55 Page: 1 ID:9I5WN1OWWdsisU8Y_HPEiNy8gbn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 612 =2x4 =3x4 =4x6 5 4 1 2 6 3 1-4-4 -1-4-4 5-6-0 5-6-0 5-6-03-11-141-2-143-11-14Scale = 1:26.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.06 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(TL) -0.14 4-5 >447 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 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 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=146/ Mechanical, 4=54/ Mechanical, 5=315/0-3-8 Max Horiz 5=190 (LC 6) Max Uplift 3=-105 (LC 6), 4=-1 (LC 6), 5=-66 (LC 6) Max Grav 3=168 (LC 9), 4=107 (LC 5), 5=320 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-267/98, 1-2=0/67, 2-3=-79/62 BOT CHORD 4-5=-174/48 WEBS 2-4=-49/177 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 5, 105 lb uplift at joint 3 and 1 lb uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123458J03Jack-Open 8 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:55 Page: 1 ID:_j_CCugy6hmR70PzqcKd7Dy8gbQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-0-0 2-0-0 0-1-8 2-0-0 1-10-8 1-10-83-4-51-8-53-4-5Scale = 1:30.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=19/ Mechanical, 4=19/ Mechanical, 5=200/0-3-8 Max Horiz 5=158 (LC 4) Max Uplift 3=-43 (LC 6), 4=-96 (LC 4) Max Grav 3=70 (LC 5), 4=46 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-230/14, 1-2=0/96, 2-3=-59/42 BOT CHORD 4-5=-135/34 WEBS 2-4=-43/172 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 4 and 43 lb uplift at joint 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123459J04Jack-Open 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:55 Page: 1 ID:Zz5f1M_lr_F9yfHFBwK1?vy8gdb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-15 1-4-15 2-1-6 -2-1-6 0-1-2 1-4-15 1-3-13 1-3-132-9-141-11-02-9-14Scale = 1:31.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-85/ Mechanical, 4=13/ Mechanical, 5=308/0-3-8 Max Horiz 5=59 (LC 5) Max Uplift 3=-191 (LC 6), 4=-87 (LC 4), 5=-100 (LC 4) Max Grav 3=93 (LC 4), 4=25 (LC 3), 5=455 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-443/107, 1-2=0/122, 2-3=-117/49 BOT CHORD 4-5=-71/0 WEBS 2-4=0/118 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 5, 87 lb uplift at joint 4 and 191 lb uplift at joint 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123460J05Jack-Open Girder 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:56 Page: 1 ID:zQYoib_patHZ?7Ldu9EtE?y8gX8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x8 =2x4 =4x6 Special NAILED Special NAILED 7 6 5 1 2 43 0-10-10 1-4-4 -1-4-4 1-5-10 1-5-10 2-4-14 3-10-8 1-3-14 1-3-14 2-6-10 3-10-82-11-01-8-51-3-30-2-22-11-0Scale = 1:41.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(TL) 0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.07 Horiz(TL) -0.10 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 4=35/ Mechanical, 5=26/ Mechanical, 7=193/0-3-8 Max Horiz 7=138 (LC 6) Max Uplift 4=-108 (LC 6), 5=-133 (LC 6), 7=-147 (LC 6) Max Grav 4=169 (LC 18), 5=66 (LC 18), 7=334 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-316/128, 1-2=0/112, 2-3=-89/45, 3-4=-4/5 BOT CHORD 6-7=-5/9, 5-6=0/0 WEBS 3-6=-81/154 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-4-4 to 3-9-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 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 147 lb uplift at joint 7, 108 lb uplift at joint 4 and 133 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 332 lb up at 1-5-10 on top chord, and 171 lb up at 1-5-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=98 (B), 4=31 (B) Job Truss Truss Type Qty Ply WF88 T I50123461J06Jack-Open Girder 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:56 Page: 1 ID:Y7O4eN9bHA2ZgHQJi5U9pyy8gWw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-10-8 3-10-8 0-2-10 3-10-8 3-7-14 3-7-144-11-11-8-54-11-1Scale = 1:33 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.01 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 0.08 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=92/ Mechanical, 4=37/ Mechanical, 5=256/0-3-8 Max Horiz 5=208 (LC 4) Max Uplift 3=-60 (LC 4), 4=-51 (LC 4) Max Grav 3=146 (LC 8), 4=75 (LC 3), 5=256 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-218/0, 1-2=0/96, 2-3=-82/82 BOT CHORD 4-5=-185/74 WEBS 2-4=-79/199 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 51 lb uplift at joint 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123462J07Jack-Open 10 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:56 Page: 1 ID:v4Bzi4Dk5igsn2IHVe4KV0y8gWr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 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 No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-55/ Mechanical, 4=9/ Mechanical, 5=204/0-3-8 Max Horiz 5=59 (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 to bearing plate capable of withstanding 9 lb uplift at joint 5, 143 lb uplift at joint 4 and 125 lb uplift at joint 3. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123463J08Jack-Open 4 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:56 Page: 1 ID:4fIHtDxJWen7WV2sfJAx49y8gXC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10.0312 =2x4 =3x6 =3x4 6 5 4 1 2 3 1-4-7 -1-4-7 2-11-7 2-11-7 0-0-9 0-0-9 0-5-6 2-11-7 2-5-8 2-6-14-2-01-8-64-2-0Scale = 1:30.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) 0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL) -0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=57/ Mechanical, 4=27/ Mechanical, 6=226/0-3-11 Max Horiz 6=184 (LC 4) Max Uplift 3=-32 (LC 4), 4=-71 (LC 4) Max Grav 3=105 (LC 8), 4=56 (LC 5), 6=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-221/3, 1-2=0/97, 2-3=-69/59 BOT CHORD 5-6=-161/54, 4-5=0/0 WEBS 2-5=-62/187 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 71 lb uplift at joint 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123464J09Jack-Open 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:57 Page: 1 ID:iDeF1ep19z5jvhVMOWv_2ey8gSC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 9.7912 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-10 -1-4-10 3-11-3 3-11-3 0-2-11 3-11-3 3-8-8 3-8-84-10-131-8-54-10-13Scale = 1:32.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL) -0.04 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: 18 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=93/ Mechanical, 4=38/ Mechanical, 5=260/0-3-10 Max Horiz 5=207 (LC 4) Max Uplift 3=-60 (LC 4), 4=-49 (LC 4) Max Grav 3=147 (LC 8), 4=76 (LC 3), 5=260 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-222/4, 1-2=0/97, 2-3=-82/81 BOT CHORD 4-5=-185/73 WEBS 2-4=-79/198 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.2 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 49 lb uplift at joint 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123465J10Jack-Open 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:57 Page: 1 ID:b_tmt?sYDBb9OIp7dM_wCUy8gS8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front 1 Ply =4x6 24 23 22 21 20 19 18 17 16 15 14 131 122 113 104 95 86 7 1-4-4 15-4-4 1-4-4 -1-4-4 7-0-0 7-0-0 7-0-0 14-0-0 14-0-01-11-08-11-0Scale = 1:52.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL) 0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS (lb/size) 14=168/14-0-0, 15=82/14-0-0, 16=111/14-0-0, 17=105/14-0-0, 18=112/14-0-0, 19=119/14-0-0, 20=112/14-0-0, 21=105/14-0-0, 22=111/14-0-0, 23=82/14-0-0, 24=168/14-0-0 Max Uplift 14=-133 (LC 4), 15=-42 (LC 4), 16=-44 (LC 4), 17=-66 (LC 4), 19=-161 (LC 5), 21=-66 (LC 4), 22=-44 (LC 4), 23=-42 (LC 4), 24=-133 (LC 4) Max Grav 14=206 (LC 6), 15=165 (LC 5), 16=136 (LC 8), 17=151 (LC 8), 18=123 (LC 8), 19=390 (LC 4), 20=123 (LC 8), 21=151 (LC 8), 22=136 (LC 8), 23=165 (LC 5), 24=206 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-197/162, 1-2=0/106, 2-3=-39/128, 3-4=-78/163, 4-5=-118/222, 5-6=-172/289, 6-7=-195/310, 7-8=-195/310, 8-9=-172/289, 9-10=-118/222, 10-11=-78/163, 11-12=-39/128, 12-13=0/106, 12-14=-197/162 BOT CHORD 23-24=-25/64, 22-23=-25/64, 21-22=-25/64, 20-21=-25/64, 19-20=-25/64, 18-19=-25/64, 17-18=-25/64, 16-17=-25/64, 15-16=-25/64, 14-15=-25/64 WEBS 7-19=-374/188, 6-20=-97/12, 5-21=-123/80, 4-22=-113/67, 3-23=-124/41, 8-18=-97/12, 9-17=-123/80, 10-16=-113/67, 11-15=-124/41 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 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 133 lb uplift at joint 24, 133 lb uplift at joint 14, 161 lb uplift at joint 19, 66 lb uplift at joint 21, 44 lb uplift at joint 22, 42 lb uplift at joint 23, 66 lb uplift at joint 17, 44 lb uplift at joint 16 and 42 lb uplift at joint 15. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123466K01Common Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:57 Page: 1 ID:ftHR082yhoU0hcS000lRJfy8gRv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =8x8 =4x6 =3x8 =8x8 =2x8 8 7 6 51 42 3 1-4-4 15-4-4 1-4-4 -1-4-4 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 7-0-0 7-0-0 14-0-01-11-08-11-0Scale = 1:56.3 Plate Offsets (X, Y): [2:0-3-8,Edge], [4:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.05 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(TL) -0.12 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 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 10-0-0 oc bracing. REACTIONS (lb/size) 6=638/0-3-8, 8=638/0-3-8 Max Uplift 6=-86 (LC 4), 8=-86 (LC 4) Max Grav 6=657 (LC 8), 8=657 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-534/105, 3-4=-534/105, 4-5=0/106, 2-8=-594/120, 4-6=-594/120 BOT CHORD 7-8=-26/179, 6-7=-26/179 WEBS 3-7=0/254, 2-7=-28/199, 4-7=-28/199 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 8 and 86 lb uplift at joint 6. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123467K02Common21WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:57 Page: 1 ID:mNaLlaC6do7AlcyWGEUULOy8gRi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =MT18HS 4x8=3x8 = 10x10 =4x6 = 4x6 =10x10 =3x8 =MT18HS 4x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 8 9 10 7 11 6 12 5 13 14 4 31 2 7-0-0 7-0-0 7-0-0 14-0-0 4-6-13 9-3-7 4-8-9 4-8-9 4-8-9 14-0-01-11-08-11-0Scale = 1:58.3 Plate Offsets (X, Y): [1:0-3-7,Edge], [3:0-3-7,Edge], [4:Edge,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.04 5-7 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(TL) -0.10 5-7 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.55 Horiz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 177 lb FT = 20% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 4-3:2x4 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 (lb/size) 4=4449/0-3-8, 8=4378/0-3-8 Max Grav 4=4481 (LC 7), 8=4411 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3837/0, 2-3=-3846/0, 1-8=-3680/0, 3-4=-3681/0 BOT CHORD 7-8=-39/261, 5-7=0/1934, 4-5=-39/284 WEBS 2-7=0/2473, 2-5=0/2496, 3-5=0/2486, 1-7=0/2502 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 0-7-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 12-0-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-8=-20 Concentrated Loads (lb) Vert: 9=-1288 (B), 10=-1288 (B), 11=-1288 (B), 12=-1288 (B), 13=-1288 (B), 14=-1288 (B) Job Truss Truss Type Qty Ply WF88 T I50123468K03Common Girder 1 2WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:58 Page: 1 ID:zVS3uLXJCNh_xsO047DeG0y8SwE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =3x4 =3x4 =4x6 =3x4 1 17 1615 14 13 12 11 10 9 2 8 3 7 4 6 5 0-2-3 15-1-15 7-4-13 14-11-13 7-7-0 7-7-0 15-1-1511-10-60-0-411-6-12Scale = 1:69 Plate Offsets (X, Y): [5: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 0.10 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL) 0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 16-9:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 4-14, 6-12 REACTIONS (lb/size) 1=67/15-1-15, 9=67/15-1-15, 10=148/15-1-15, 11=163/15-1-15, 12=164/15-1-15, 13=90/15-1-15, 14=163/15-1-15, 15=163/15-1-15, 17=148/15-1-15 Max Uplift 1=-213 (LC 5), 9=-213 (LC 5), 10=-149 (LC 4), 11=-171 (LC 4), 12=-156 (LC 4), 13=-96 (LC 5), 14=-156 (LC 4), 15=-171 (LC 4), 17=-149 (LC 4) Max Grav 1=316 (LC 4), 9=316 (LC 4), 10=247 (LC 7), 11=275 (LC 7), 12=267 (LC 7), 13=223 (LC 4), 14=267 (LC 7), 15=276 (LC 7), 17=247 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-379/299, 2-3=-227/174, 3-4=-87/25, 4-5=-166/151, 5-6=-166/151, 6-7=-87/25, 7-8=-227/174, 8-9=-379/298 BOT CHORD 1-17=-173/226, 15-17=-173/226, 14-15=-173/226, 13-14=-173/226, 12-13=-173/226, 11-12=-173/226, 10-11=-173/226, 9-10=-173/226 WEBS 5-13=-199/136, 4-14=-227/180, 3-15=-236/197, 2-17=-204/165, 6-12=-227/180, 7-11=-236/197, 8-10=-204/165 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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 213 lb uplift at joint 1, 213 lb uplift at joint 9, 96 lb uplift at joint 13, 156 lb uplift at joint 14, 171 lb uplift at joint 15, 149 lb uplift at joint 17, 156 lb uplift at joint 12, 171 lb uplift at joint 11 and 149 lb uplift at joint 10. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123469LAY01Lay-In Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:58 Page: 1 ID:D1Cmv9P5Y1y9RAeMrl0c?Uy8giD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 22.3612 =3x4 =4x6 =5x6 =4x6 =3x4 1 18 17 16 15 14 13 12 11 2 3 4 5 6 7 8 9 10 0-1-13 16-0-12 1-0-15 15-11-0 1-2-12 1-2-12 13-7-4 14-10-0 16-0-122-3-120-0-42-0-2Scale = 1:31.7 Plate Offsets (X, Y): [2:0-2-15,Edge], [10:0-2-15,Edge], [17:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 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 0.03 Horiz(TL) 0.00 11 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* 2-10:2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=85/16-0-12, 11=75/16-0-12, 12=149/16-0-12, 13=161/16-0-12, 14=160/16-0-12, 15=161/16-0-12, 16=157/16-0-12, 17=164/16-0-12, 18=137/16-0-12 Max Uplift 1=-18 (LC 4), 11=-14 (LC 4), 12=-7 (LC 4), 13=-16 (LC 4), 14=-16 (LC 4), 15=-16 (LC 4), 16=-17 (LC 4), 17=-17 (LC 4), 18=-1 (LC 4) Max Grav 1=95 (LC 7), 11=85 (LC 7), 12=149 (LC 1), 13=161 (LC 1), 14=160 (LC 1), 15=161 (LC 1), 16=157 (LC 1), 17=164 (LC 1), 18=137 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-79/28, 2-3=-45/41, 3-4=-45/41, 4-5=-40/39, 5-6=-40/39, 6-7=-40/39, 7-8=-40/39, 8-9=-40/39, 9-10=-40/39, 10-11=-68/25 BOT CHORD 1-18=-7/22, 16-18=-10/22, 15-16=-10/22, 14-15=-10/22, 13-14=-10/22, 12-13=-10/22, 11-12=-10/22 WEBS 6-15=-120/40, 5-16=-119/40, 4-17=-125/42, 3-18=-92/23, 7-14=-120/40, 8-13=-122/41, 9-12=-104/27 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) 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 18 lb uplift at joint 1, 14 lb uplift at joint 11, 16 lb uplift at joint 15, 17 lb uplift at joint 16, 17 lb uplift at joint 17, 1 lb uplift at joint 18, 16 lb uplift at joint 14, 16 lb uplift at joint 13 and 7 lb uplift at joint 12. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123470LAY02Lay-In Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:58 Page: 1 ID:wypY?aXMB6DkeiPHRsCyPby8gi3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 9 8 7 6 1 2 3 4 5 8-10-11 8-10-1110-6-00-0-410-6-0Scale = 1:51.5 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 0.93 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 0.26 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 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 (lb/size) 1=84/8-10-11, 6=58/8-10-11, 7=174/8-10-11, 8=141/8-10-11, 9=218/8-10-11 Max Horiz 1=54 (LC 4) Max Uplift 1=-47 (LC 5), 6=-79 (LC 5), 7=-122 (LC 4), 8=-108 (LC 4), 9=-158 (LC 4) Max Grav 1=173 (LC 4), 6=126 (LC 4), 7=254 (LC 7), 8=210 (LC 7), 9=320 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-249/178, 2-3=-82/48, 3-4=-86/53, 4-5=-186/182, 5-6=-117/94 BOT CHORD 1-9=-133/145, 8-9=-133/145, 7-8=-133/145, 6-7=-133/145 WEBS 4-7=-209/149, 3-8=-176/128, 2-9=-266/191 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 47 lb uplift at joint 1, 79 lb uplift at joint 6, 122 lb uplift at joint 7, 108 lb uplift at joint 8 and 158 lb uplift at joint 9. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123471LAY03Lay-In Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:59 Page: 1 ID:PQuLnklfyeUBoTnlUdWA8Oy8ghn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 8 7 6 5 4 312 0-2-3 5-4-9 2-10-14 2-10-14 2-3-8 5-2-6 5-4-93-10-100-3-80-3-83-7-23-10-10Scale = 1:38 Plate Offsets (X, Y): [3:0-1-1,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5=31/5-4-9, 6=136/5-4-9, 7=171/5-4-9, 8=61/5-4-9 Max Horiz 8=-26 (LC 4) Max Uplift 5=-16 (LC 5), 6=-128 (LC 4), 7=-18 (LC 4), 8=-23 (LC 4) Max Grav 5=73 (LC 4), 6=206 (LC 7), 7=171 (LC 1), 8=63 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-54/42, 1-2=-52/56, 2-3=-52/56, 3-4=-77/49, 4-5=-96/66 BOT CHORD 7-8=-50/80, 6-7=-50/80, 5-6=-50/80 WEBS 2-7=-129/32, 4-6=-167/145 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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 23 lb uplift at joint 8, 16 lb uplift at joint 5, 18 lb uplift at joint 7 and 128 lb uplift at joint 6. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123472LAY04Lay-In Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:59 Page: 1 ID:p_aUPlnXFZslfwWJAm4tm1y8ghk-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 6 5 4 312 0-2-3 4-8-14 2-10-14 2-10-14 1-7-13 4-6-12 4-8-142-10-100-3-80-3-82-7-22-10-10Scale = 1:31.7 Plate Offsets (X, Y): [3:0-1-1,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=84/4-8-14, 5=209/4-8-14, 6=54/4-8-14 Max Horiz 6=-19 (LC 4) Max Uplift 4=-3 (LC 4), 5=-71 (LC 4), 6=-14 (LC 4) Max Grav 4=94 (LC 7), 5=218 (LC 7), 6=59 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-45/26, 1-2=-42/44, 2-3=-42/44, 3-4=-62/11 BOT CHORD 5-6=-32/55, 4-5=-32/55 WEBS 2-5=-153/90 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 6, 3 lb uplift at joint 4 and 71 lb uplift at joint 5. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF88 T I50123473LAY05Lay-In Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:59 Page: 1 ID:lNiEqRpnmA6TuEgiHB6MrSy8ghi-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front 1 Ply =4x6 22 21 20 19 18 17 16 15 14 13 12 1 11 102 93 84 75 6 6-2-0 6-2-0 6-2-0 12-4-0 12-4-01-11-08-1-0Scale = 1:48.6 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 0.08 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 0.33 Horiz(TL) 0.00 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 85 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 (lb/size) 12=25/12-4-0, 13=82/12-4-0, 14=111/12-4-0, 15=106/12-4-0, 16=110/12-4-0, 17=95/12-4-0, 18=110/12-4-0, 19=106/12-4-0, 20=111/12-4-0, 21=82/12-4-0, 22=25/12-4-0 Max Uplift 12=-1 (LC 5), 13=-83 (LC 4), 14=-44 (LC 4), 15=-62 (LC 4), 16=-13 (LC 4), 17=-164 (LC 5), 18=-13 (LC 4), 19=-62 (LC 4), 20=-44 (LC 4), 21=-83 (LC 4), 22=-1 (LC 5) Max Grav 12=25 (LC 1), 13=140 (LC 7), 14=144 (LC 7), 15=150 (LC 7), 16=124 (LC 7), 17=287 (LC 4), 18=124 (LC 7), 19=150 (LC 7), 20=144 (LC 7), 21=140 (LC 7), 22=25 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-22=-24/8, 1-2=-22/18, 2-3=-71/76, 3-4=-118/133, 4-5=-171/197, 5-6=-196/231, 6-7=-196/231, 7-8=-171/197, 8-9=-118/133, 9-10=-71/76, 10-11=-22/18, 11-12=-24/8 BOT CHORD 21-22=-32/38, 20-21=-32/38, 19-20=-32/38, 18-19=-32/38, 17-18=-32/38, 16-17=-32/38, 15-16=-32/38, 14-15=-32/38, 13-14=-32/38, 12-13=-32/38 WEBS 6-17=-271/191, 5-18=-97/29, 4-19=-123/77, 3-20=-118/64, 2-21=-100/66, 7-16=-97/29, 8-15=-123/77, 9-14=-118/64, 10-13=-100/66 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 22, 1 lb uplift at joint 12, 164 lb uplift at joint 17, 13 lb uplift at joint 18, 62 lb uplift at joint 19, 44 lb uplift at joint 20, 83 lb uplift at joint 21, 13 lb uplift at joint 16, 62 lb uplift at joint 15, 44 lb uplift at joint 14 and 83 lb uplift at joint 13. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123474M01Common Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:17:59 Page: 1 ID:nmKnGCRbA2cx5CPzlCxKvWy8gXr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x9 =4x6 =3x8 =5x9 =2x4 6 5 4 31 2 6-2-0 6-2-0 6-2-0 12-4-0 6-2-0 6-2-0 6-2-0 12-4-01-11-08-1-0Scale = 1:52.1 Plate Offsets (X, Y): [1:0-3-4,0-1-8], [3:0-3-4,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.03 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL) -0.07 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 60 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=482/0-3-8, 6=482/0-3-8 Max Uplift 4=-36 (LC 4), 6=-36 (LC 4) Max Grav 4=532 (LC 7), 6=532 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-463/88, 2-3=-463/88, 1-6=-478/65, 3-4=-478/65 BOT CHORD 5-6=-15/86, 4-5=-15/86 WEBS 2-5=0/209, 1-5=0/143, 3-5=0/143 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for 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 36 lb uplift at joint 6 and 36 lb uplift at joint 4. 5) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123475M02Common41WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:00 Page: 1 ID:u?4GQqO46p6Wdb6CWMsOlgy8gXv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x8 =5x6 =3x8 =6x8 =2x8 6 5 4 3 8 1 7 2 5-5-8 5-5-8 6-10-8 12-4-0 5-7-4 5-7-4 6-8-12 12-4-08-9-88-7-81-11-00-1-158-7-88-7-80-1-158-9-8Scale = 1:54.8 Plate Offsets (X, Y): [2:0-3-9,0-2-8], [3:0-3-8,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 0.90 Vert(LL) -0.04 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL) -0.11 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL) 0.00 4 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 *Except* 2-3:2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 2-5 REACTIONS (lb/size) 4=482/0-3-8, 6=482/0-3-8 Max Horiz 6=-13 (LC 6) Max Uplift 4=-38 (LC 6), 6=-66 (LC 6) Max Grav 4=748 (LC 14), 6=684 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-639/107, 1-2=-333/145, 2-3=-648/93, 3-4=-686/75 BOT CHORD 5-6=-97/129, 4-5=-25/181 WEBS 1-5=-49/464, 2-5=-271/75, 3-5=-38/177 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) 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 66 lb uplift at joint 6 and 38 lb uplift at joint 4. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF88 T I50123476M03Half Hip 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:00 Page: 1 ID:Q42JnIb7Lk7EX2KHSj88P2y8gXf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 = 4x9 =5x6 =3x8 =4x6 =3x6 =2x8 7 6 5 4 3 9 1 8 2 3-9-8 3-9-8 4-1-4 7-10-13 4-5-3 12-4-0 3-11-4 3-11-4 8-4-12 12-4-010-5-810-3-81-11-00-1-1510-3-810-3-80-1-1510-5-8Scale = 1:62.6 Plate Offsets (X, Y): [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 0.63 Vert(LL) -0.12 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(TL) -0.31 5-6 >471 180 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horiz(TL) 0.01 5 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 WEBS 2x4 SPF Stud/No.3 *Except* 7-1:2x4 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.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7, 2-6 REACTIONS (lb/size) 5=482/0-3-8, 7=482/0-3-8 Max Horiz 7=-16 (LC 6) Max Uplift 5=-31 (LC 6), 7=-62 (LC 6) Max Grav 5=803 (LC 14), 7=591 (LC 13) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=-590/104, 1-2=-287/153, 2-3=-524/160, 3-4=-305/116, 4-5=-335/99 BOT CHORD 6-7=-119/155, 5-6=0/383 WEBS 1-6=-30/553, 2-6=-158/89, 3-5=-521/0, 3-6=-387/173 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) 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 62 lb uplift at joint 7 and 31 lb uplift at joint 5. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) 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 WF88 T I50123477M04Half Hip 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:00 Page: 1 ID:cCDT53j0l6WgMkgObXrjLMy8gXU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =3x6 =4x6 =3x4 =3x4 =4x6 =3x4 =3x4 =5x6 =2x4 11 10 9 8 7 1 2 3 6 4 5 1-4-4 -1-4-4 5-7-12 11-6-15 5-11-4 5-11-4 5-2-9 16-9-8 1-5-6 16-9-8 7-6-5 15-4-2 7-9-13 7-9-131-8-57-0-011-4-2Scale = 1:70.8 Plate Offsets (X, Y): [6:0-2-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.08 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(TL) -0.20 10-11 >985 180 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horiz(TL) 0.01 7 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 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. WEBS 1 Row at midpt 5-8, 3-11 REACTIONS (lb/size) 7=656/0-3-8, 11=754/0-3-8 Max Horiz 11=65 (LC 4) Max Uplift 7=-42 (LC 4), 11=-83 (LC 4) Max Grav 7=721 (LC 8), 11=782 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-298/189, 3-5=-707/210, 5-6=-331/196, 2-11=-371/198, 6-7=-773/66 BOT CHORD 10-11=0/414, 8-10=0/212, 7-8=-78/91 WEBS 5-8=-357/0, 6-8=0/461, 5-10=-99/524, 3-10=-346/203, 3-11=-486/0 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 11 and 42 lb uplift at joint 7. 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 WF88 T I50123478N01Common31WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:00 Page: 1 ID:ru8aIacV3ltaHaO?dJ4wa3y8gPt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =4x6 =3x4 =3x6 =3x4 =3x6 =3x6 8 7 6 1 2 3 4 5 1-4-4 -1-4-4 5-7-4 11-2-8 5-7-4 5-7-4 5-7-4 5-7-4 5-7-4 11-2-811-0-61-8-511-0-6Scale = 1:64.7 Plate Offsets (X, Y): [2:0-3-0,0-1-12] 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 0.66 Vert(LL) 0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 Vert(TL) -0.06 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.61 Horiz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (lb/size) 6=430/0-3-8, 8=533/0-3-8 Max Horiz 8=76 (LC 4) Max Uplift 6=-46 (LC 4), 8=-74 (LC 4) Max Grav 6=473 (LC 8), 8=545 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-447/77, 3-5=-186/121, 5-6=-132/0, 2-8=-501/108 BOT CHORD 7-8=-55/51, 6-7=0/233 WEBS 3-7=0/218, 3-6=-452/149, 2-7=0/191 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 6 and 74 lb uplift at joint 8. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123479N02Monopitch21WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:01 Page: 1 ID:cQdc_KjWBCtRFp0X5?Dovly8gPl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =3x6 =4x6 =3x4 =3x4 =4x6 =3x4 =4x6 =5x6 =3x4 =3x4 10 9 8 7 1 11 12 2 3 4 6 5 0-7-0 14-8-0 1-4-4 -1-4-4 5-7-12 11-6-15 5-11-4 5-11-4 2-6-1 14-1-0 0-3-8 14-8-0 6-6-11 14-4-8 7-9-13 7-9-131-8-57-10-011-4-20-11-4Scale = 1:69 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.08 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(TL) -0.22 9-10 >797 180 TCDL 10.0 Rep Stress Incr YES WB 0.36 Horiz(TL) 0.03 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-11, 6-12 REACTIONS (lb/size) 10=670/0-3-8, 12=546/0-3-0 Max Horiz 10=288 (LC 4) Max Uplift 10=-7 (LC 4), 12=-115 (LC 4) Max Grav 10=670 (LC 1), 12=651 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-293/187, 3-5=-531/116, 5-6=-69/47, 2-10=-366/199, 7-11=0/105, 6-11=-77/555 BOT CHORD 9-10=-115/424, 7-9=-8/134 WEBS 5-9=-123/546, 3-9=-385/227, 3-10=-374/0, 5-11=-511/108, 6-12=-651/115 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 10 and 115 lb uplift at joint 12. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123480N03Common21WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:01 Page: 1 ID:oYomI4rPbaGt3VLeEowNs4y8gPa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 Sheet Front1 Ply = 3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1 192 33 32 31 30 29 2827 26 25 24 23 22 21 20 18 3 17 4 16 5 15 6 14 7 13 128 9 11 10 0-7-2 21-2-1 0-7-2 -0-7-2 10-3-7 10-3-7 10-3-7 20-6-15 20-6-159-1-10-4-138-11-11Scale = 1:58.2 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [18:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 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 0.11 Horiz(TL) 0.00 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-26 REACTIONS (lb/size) 2=112/20-6-15, 18=112/20-6-15, 20=181/20-6-15, 21=80/20-6-15, 22=112/20-6-15, 23=106/20-6-15, 24=108/20-6-15, 25=108/20-6-15, 26=81/20-6-15, 27=108/20-6-15, 29=108/20-6-15, 30=106/20-6-15, 31=112/20-6-15, 32=80/20-6-15, 33=181/20-6-15 Max Uplift 2=-4 (LC 5), 18=-4 (LC 5), 20=-56 (LC 4), 21=-26 (LC 4), 22=-33 (LC 4), 23=-32 (LC 4), 24=-41 (LC 4), 25=-11 (LC 4), 26=-58 (LC 5), 27=-11 (LC 4), 29=-41 (LC 4), 30=-32 (LC 4), 31=-33 (LC 4), 32=-26 (LC 4), 33=-56 (LC 4) Max Grav 2=112 (LC 1), 18=112 (LC 1), 20=231 (LC 8), 21=99 (LC 8), 22=140 (LC 8), 23=132 (LC 8), 24=139 (LC 8), 25=121 (LC 8), 26=155 (LC 4), 27=121 (LC 8), 29=139 (LC 8), 30=132 (LC 8), 31=140 (LC 8), 32=99 (LC 8), 33=231 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-126/111, 3-4=-58/42, 4-5=-42/19, 5-6=-51/30, 6-7=-76/71, 7-9=-107/116, 9-10=-128/144, 10-11=-128/144, 11-13=-107/116, 13-14=-76/71, 14-15=-51/30, 15-16=-42/19, 16-17=-58/42, 17-18=-126/111, 18-19=0/21 BOT CHORD 2-33=-88/127, 32-33=-88/127, 31-32=-88/127, 30-31=-88/127, 29-30=-88/127, 27-29=-88/127, 26-27=-88/127, 25-26=-88/127, 24-25=-88/127, 23-24=-88/127, 22-23=-88/127, 21-22=-88/127, 20-21=-88/127, 18-20=-88/127 WEBS 10-26=-139/85, 9-27=-94/27, 7-29=-112/57, 6-30=-106/48, 5-31=-110/50, 4-32=-86/40, 3-33=-172/77, 11-25=-94/27, 13-24=-112/57, 14-23=-106/48, 15-22=-110/50, 16-21=-86/40, 17-20=-172/77 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 2, 58 lb uplift at joint 26, 11 lb uplift at joint 27, 41 lb uplift at joint 29, 32 lb uplift at joint 30, 33 lb uplift at joint 31, 26 lb uplift at joint 32, 56 lb uplift at joint 33, 11 lb uplift at joint 25, 41 lb uplift at joint 24, 32 lb uplift at joint 23, 33 lb uplift at joint 22, 26 lb uplift at joint 21, 56 lb uplift at joint 20 and 4 lb uplift at joint 18. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123481PB01Piggyback11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:01 Page: 1 ID:eQTAEd3yqdmVwTnk05_HBty8ghN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 = 3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1 112 17 16 15 14 13 12 10 3 9 4 8 75 6 0-7-2 21-2-1 0-7-2 -0-7-2 10-3-7 10-3-7 10-3-7 20-6-15 20-6-159-1-10-4-138-11-11Scale = 1:58.2 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [10:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horiz(TL) 0.00 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 81 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=114/20-6-15, 10=114/20-6-15, 12=274/20-6-15, 13=344/20-6-15, 14=228/20-6-15, 16=344/20-6-15, 17=274/20-6-15 Max Uplift 2=-5 (LC 5), 10=-5 (LC 5), 12=-85 (LC 4), 13=-108 (LC 4), 16=-108 (LC 4), 17=-85 (LC 4) Max Grav 2=114 (LC 1), 10=114 (LC 1), 12=347 (LC 8), 13=430 (LC 8), 14=228 (LC 1), 16=430 (LC 8), 17=347 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-121/95, 3-4=-122/31, 4-6=-196/140, 6-8=-196/140, 8-9=-122/31, 9-10=-121/95, 10-11=0/21 BOT CHORD 2-17=-67/117, 16-17=-67/117, 14-16=-67/117, 13-14=-67/117, 12-13=-67/117, 10-12=-67/117 WEBS 6-14=-149/6, 4-16=-348/157, 3-17=-274/126, 8-13=-348/157, 9-12=-274/126 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 4-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 2, 108 lb uplift at joint 16, 85 lb uplift at joint 17, 108 lb uplift at joint 13, 85 lb uplift at joint 12 and 5 lb uplift at joint 10. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123482PB02Piggyback111WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:01 Page: 1 ID:mwl5z3D6mdOezSGEHKjKDdy8ghA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 9 8 7 4 5 63 0-7-2 -0-7-2 1-5-13 1-5-13 6-8-11 8-2-7 8-2-71-9-00-4-131-5-80-2-21-5-81-5-80-2-21-7-10Scale = 1:28.6 Plate Offsets (X, Y): [2:0-2-1,0-1-0], [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 0.26 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 0.10 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 23 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=136/8-2-7, 7=-40/8-2-7, 8=249/8-2-7, 9=321/8-2-7 Max Horiz 2=14 (LC 6) Max Uplift 2=-29 (LC 6), 7=-120 (LC 14), 8=-53 (LC 6), 9=-65 (LC 6) Max Grav 2=222 (LC 15), 7=32 (LC 15), 8=484 (LC 14), 9=519 (LC 14) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-138/25, 3-4=-62/29, 4-5=-60/27, 5-6=-60/27, 6-7=-29/126 BOT CHORD 2-9=0/49, 8-9=0/49, 7-8=0/49 WEBS 4-9=-431/111, 5-8=-438/109 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) 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 120 lb uplift at joint 7, 29 lb uplift at joint 2, 65 lb uplift at joint 9 and 53 lb uplift at joint 8. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123483PB03Piggyback11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:02 Page: 1 ID:TrMt3ULOPhfEA?19sQvgdky8gh0-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 2 9 8 7 10 3 5 6114 0-7-2 -0-7-2 3-10-9 3-10-9 4-3-14 8-2-7 8-2-73-9-00-4-133-5-80-2-23-5-83-5-80-2-23-7-10Scale = 1:35.3 Plate Offsets (X, Y): [2:0-2-1,0-1-0], [4:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S 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, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=128/8-2-7, 7=-83/8-2-7, 8=293/8-2-7, 9=329/8-2-7 Max Horiz 2=18 (LC 6) Max Uplift 2=-14 (LC 6), 7=-157 (LC 14), 8=-50 (LC 6), 9=-61 (LC 6) Max Grav 2=236 (LC 15), 7=8 (LC 6), 8=532 (LC 14), 9=437 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-119/134, 3-4=-120/68, 4-5=-43/48, 5-6=-42/47, 6-7=-4/141 BOT CHORD 2-9=-44/46, 8-9=-44/46, 7-8=-44/46 WEBS 3-9=-329/102, 5-8=-463/80 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) 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 157 lb uplift at joint 7, 14 lb uplift at joint 2, 61 lb uplift at joint 9 and 50 lb uplift at joint 8. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123484PB04Piggyback11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:02 Page: 1 ID:mBHWXtQnmrXEW43VmOXJPCy8ggv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 = 2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 2 9 8 7 3 5 64 0-7-2 -0-7-2 1-11-1 8-2-7 6-3-6 6-3-6 8-2-75-9-00-4-135-5-80-2-25-5-85-5-80-2-25-7-10Scale = 1:47.1 Plate Offsets (X, Y): [2:0-2-1,0-1-0], [4:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 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 0.17 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=126/8-2-7, 7=-86/8-2-7, 8=296/8-2-7, 9=332/8-2-7 Max Horiz 2=23 (LC 6) Max Uplift 7=-139 (LC 15), 9=-105 (LC 6) Max Grav 2=222 (LC 15), 7=-14 (LC 6), 8=353 (LC 15), 9=581 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-109/144, 3-4=-162/71, 4-5=-72/77, 5-6=-70/76, 6-7=-26/130 BOT CHORD 2-9=-70/76, 8-9=-70/76, 7-8=-70/76 WEBS 3-9=-481/148, 5-8=-294/0 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 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) 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 139 lb uplift at joint 7 and 105 lb uplift at joint 9. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) 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 WF88 T I50123485PB05Piggyback11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:02 Page: 1 ID:bLenowVYLhIOE?Xf7fejfTy8ggp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 6 5 3 4 0-7-2 -0-7-2 8-2-7 8-2-7 8-2-77-4-40-4-137-2-140-0-4Scale = 1:45.8 Plate Offsets (X, Y): [2:0-2-1,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 5 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 Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=154/8-2-7, 5=112/8-2-7, 6=402/8-2-7 Max Horiz 2=27 (LC 4) Max Uplift 6=-150 (LC 4) Max Grav 2=154 (LC 1), 5=112 (LC 1), 6=515 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-102/127, 3-4=-139/90, 4-5=-84/0 BOT CHORD 2-6=-92/100, 5-6=-92/100 WEBS 3-6=-414/210 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) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 6. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 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 WF88 T I50123486PB06Piggyback31WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:03 Page: 1 ID:XkmYDcWotIY5TIh2E4gBkuy8ggn-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x8 =3x4 12 9 8 7 3 4 5 6 0-7-2 -0-7-2 11-8-7 11-8-7 11-8-710-3-40-4-1310-1-14Scale = 1:60 Plate Offsets (X, Y): [2:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS (lb/size) 2=130/11-8-7, 7=139/11-8-7, 8=364/11-8-7, 9=314/11-8-7 Max Horiz 2=31 (LC 4) Max Uplift 8=-127 (LC 4), 9=-108 (LC 4) Max Grav 2=130 (LC 1), 7=139 (LC 1), 8=462 (LC 8), 9=400 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-169/143, 3-5=-75/79, 5-6=-154/113, 6-7=-103/0 BOT CHORD 2-9=-123/137, 8-9=-123/137, 7-8=-123/137 WEBS 3-9=-319/162, 5-8=-343/138 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 9 and 127 lb uplift at joint 8. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 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 WF88 T I50123487PB07Piggyback51WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:03 Page: 1 ID:IGFZuLdp?lYzRXIailp33ay8ggf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 6 5 3 4 0-7-2 -0-7-2 7-8-7 7-8-7 7-8-76-11-40-4-136-9-14Scale = 1:44.1 Plate Offsets (X, Y): [2:0-2-1,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 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 0.10 Horiz(TL) 0.00 5 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 (lb/size) 2=134/7-8-7, 5=118/7-8-7, 6=376/7-8-7 Max Horiz 2=26 (LC 4) Max Uplift 6=-143 (LC 4) Max Grav 2=134 (LC 1), 5=118 (LC 1), 6=483 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-101/119, 3-4=-131/80, 4-5=-88/0 BOT CHORD 2-6=-87/95, 5-6=-87/95 WEBS 3-6=-389/199 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 6. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 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 WF88 T I50123488PB08Piggyback121WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:03 Page: 1 ID:A1U4kjgK2_3Ow8bLxbu?DQy8ggb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 = 3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =4x6 =2x4 =2x8 =3x4 12 11 10 9 8 3 4 5 7 6 0-7-2 -0-7-2 0-7-7 11-2-0 10-6-8 10-6-8 11-2-09-3-100-4-138-8-09-2-4Scale = 1:63.4 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [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 0.70 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 0.22 Horiz(TL) 0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 58 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS (lb/size) 2=94/11-2-0, 8=-72/11-2-0, 9=251/11-2-0, 10=349/11-2-0, 11=282/11-2-0 Max Horiz 2=29 (LC 4) Max Uplift 2=-17 (LC 5), 8=-100 (LC 8), 10=-110 (LC 4), 11=-103 (LC 4) Max Grav 2=94 (LC 1), 8=18 (LC 4), 9=254 (LC 8), 10=433 (LC 8), 11=365 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-159/132, 3-4=-72/82, 4-6=-150/119, 6-7=-196/227, 7-8=-176/208 BOT CHORD 2-11=-111/122, 10-11=-111/122, 9-10=-111/122, 8-9=-111/122 WEBS 6-9=-230/139, 4-10=-353/163, 3-11=-287/143 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 8, 17 lb uplift at joint 2, 110 lb uplift at joint 10 and 103 lb uplift at joint 11. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF88 T I50123489PB09Piggyback21WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:03 Page: 1 ID:mkKNgVr6lHqPbIg2mX8HnNy8ggN-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 6 5 3 4 0-7-2 -0-7-2 5-6-15 5-6-15 5-6-155-2-00-4-135-0-10Scale = 1:36.8 Plate Offsets (X, Y): [2:0-2-1,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 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 0.07 Horiz(TL) 0.00 5 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 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 (lb/size) 2=18/5-6-15, 5=125/5-6-15, 6=314/5-6-15 Max Horiz 2=23 (LC 4) Max Uplift 2=-55 (LC 5), 6=-127 (LC 4) Max Grav 2=55 (LC 4), 5=125 (LC 1), 6=408 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-107/109, 3-4=-104/45, 4-5=-94/11 BOT CHORD 2-6=-65/71, 5-6=-65/71 WEBS 3-6=-329/175 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 2 and 127 lb uplift at joint 6. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 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 WF88 T I50123490PB10Piggyback31WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:04 Page: 1 ID:?SNmZayle2y8AhsmowoOfHy8ggE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 Sheet Back 1 Ply =3x4 =3x4 =4x6 =3x4 1 132 23 2221 20 19 18 17 16 15 14 12 3 11 4 10 5 9 6 8 7 0-7-2 15-9-12 0-7-2 -0-7-2 7-7-5 7-7-5 7-7-5 15-2-10 15-2-106-10-40-4-136-8-14Scale = 1:46.4 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [12:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 80 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=111/15-2-10, 12=111/15-2-10, 14=180/15-2-10, 15=80/15-2-10, 16=113/15-2-10, 17=107/15-2-10, 18=80/15-2-10, 19=107/15-2-10, 20=113/15-2-10, 21=80/15-2-10, 23=180/15-2-10 Max Uplift 14=-57 (LC 4), 15=-26 (LC 4), 16=-40 (LC 4), 17=-21 (LC 4), 18=-25 (LC 5), 19=-21 (LC 4), 20=-40 (LC 4), 21=-26 (LC 4), 23=-57 (LC 4) Max Grav 2=111 (LC 1), 12=111 (LC 1), 14=231 (LC 8), 15=99 (LC 8), 16=145 (LC 8), 17=127 (LC 8), 18=117 (LC 4), 19=127 (LC 8), 20=145 (LC 8), 21=99 (LC 8), 23=231 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-85/77, 3-4=-52/8, 4-5=-49/29, 5-6=-79/75, 6-7=-101/109, 7-8=-101/109, 8-9=-79/75, 9-10=-49/29, 10-11=-52/8, 11-12=-85/77, 12-13=0/21 BOT CHORD 2-23=-62/97, 21-23=-62/97, 20-21=-62/97, 19-20=-62/97, 18-19=-62/97, 17-18=-62/97, 16-17=-62/97, 15-16=-62/97, 14-15=-62/97, 12-14=-62/97 WEBS 7-18=-101/52, 6-19=-101/36, 5-20=-114/57, 4-21=-86/41, 3-23=-172/77, 8-17=-101/36, 9-16=-114/57, 10-15=-86/41, 11-14=-172/77 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 18, 21 lb uplift at joint 19, 40 lb uplift at joint 20, 26 lb uplift at joint 21, 57 lb uplift at joint 23, 21 lb uplift at joint 17, 40 lb uplift at joint 16, 26 lb uplift at joint 15 and 57 lb uplift at joint 14. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) 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 WF88 T I50123491PB11Piggyback11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:04 Page: 1 ID:EBQASf2OWp5sl32VpJSVWAy8gg5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 = 3x4 =3x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =3x4 1 72 1110 9 8 6 3 5 4 0-7-2 15-9-12 0-7-2 -0-7-2 7-7-5 7-7-5 7-7-5 15-2-10 15-2-106-10-40-4-136-8-14Scale = 1:49.3 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [6:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.00 6 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=166/15-2-10, 6=166/15-2-10, 8=353/15-2-10, 9=223/15-2-10, 10=353/15-2-10 Max Uplift 8=-116 (LC 4), 10=-116 (LC 4) Max Grav 2=166 (LC 1), 6=166 (LC 1), 8=447 (LC 8), 9=223 (LC 1), 10=447 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-109/53, 3-4=-173/104, 4-5=-173/104, 5-6=-109/53, 6-7=0/21 BOT CHORD 2-10=-39/85, 9-10=-39/85, 8-9=-39/85, 6-8=-39/85 WEBS 4-9=-149/0, 3-10=-350/159, 5-8=-350/159 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 10 and 116 lb uplift at joint 8. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) 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 WF88 T I50123492PB12Piggyback131WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:04 Page: 1 ID:?kvC7O9PdH5jjIf1H?cNrsy8gfz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 Sheet Front 1 Ply =3x4 =3x4 =4x6 =3x4 1 132 23 2221 20 19 18 17 16 15 14 12 3 11 4 10 5 9 6 8 7 0-7-2 15-9-12 0-7-2 -0-7-2 7-7-5 7-7-5 7-7-5 15-2-10 15-2-106-10-40-4-136-8-14Scale = 1:46.4 Plate Offsets (X, Y): [2:0-2-1,0-1-8], [12:0-2-1,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL) 0.00 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 80 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=111/15-2-10, 12=111/15-2-10, 14=180/15-2-10, 15=80/15-2-10, 16=113/15-2-10, 17=107/15-2-10, 18=80/15-2-10, 19=107/15-2-10, 20=113/15-2-10, 21=80/15-2-10, 23=180/15-2-10 Max Uplift 14=-57 (LC 4), 15=-26 (LC 4), 16=-40 (LC 4), 17=-21 (LC 4), 18=-25 (LC 5), 19=-21 (LC 4), 20=-40 (LC 4), 21=-26 (LC 4), 23=-57 (LC 4) Max Grav 2=111 (LC 1), 12=111 (LC 1), 14=231 (LC 8), 15=99 (LC 8), 16=145 (LC 8), 17=127 (LC 8), 18=117 (LC 4), 19=127 (LC 8), 20=145 (LC 8), 21=99 (LC 8), 23=231 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-85/77, 3-4=-52/8, 4-5=-49/29, 5-6=-79/75, 6-7=-101/109, 7-8=-101/109, 8-9=-79/75, 9-10=-49/29, 10-11=-52/8, 11-12=-85/77, 12-13=0/21 BOT CHORD 2-23=-62/97, 21-23=-62/97, 20-21=-62/97, 19-20=-62/97, 18-19=-62/97, 17-18=-62/97, 16-17=-62/97, 15-16=-62/97, 14-15=-62/97, 12-14=-62/97 WEBS 7-18=-101/52, 6-19=-101/36, 5-20=-114/57, 4-21=-86/41, 3-23=-172/77, 8-17=-101/36, 9-16=-114/57, 10-15=-86/41, 11-14=-172/77 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 18, 21 lb uplift at joint 19, 40 lb uplift at joint 20, 26 lb uplift at joint 21, 57 lb uplift at joint 23, 21 lb uplift at joint 17, 40 lb uplift at joint 16, 26 lb uplift at joint 15 and 57 lb uplift at joint 14. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) 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 WF88 T I50123493PB13Piggyback11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:05 Page: 1 ID:jfW_DpGhHLMIvqQyt5njFzy8gfp-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 Sheet Front1 Ply =3x8 =4x6 =3x6 =5x6 =3x4 =6x8 =3x4 =3x8 =3x6 =3x8 =8x8 =3x4 =5x6 =3x4 24 23 22 21 20 191817 16 15 14 13 12 11 10 9 1 2 83 7456 6-4-11 6-4-11 6-1-3 12-5-15 8-3-0 29-0-0 8-3-0 20-8-15 4-0-0 33-0-0 4-1-12 33-0-0 6-2-15 12-7-11 6-4-11 6-4-11 8-1-4 28-10-4 8-1-4 20-8-151-8-58-9-412-1-4Scale = 1:78.8 Plate Offsets (X, Y): [3:0-3-0,0-3-0], [4:0-4-8,0-1-8], [7:0-6-0,0-1-12], [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 0.82 Vert(LL) -0.09 10-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.39 Vert(TL) -0.25 10-12 >686 180 TCDL 10.0 Rep Stress Incr YES WB 0.61 Horiz(TL) 0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 382 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-4,12-7:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-18, 4-18, 5-12, 7-10, 8-9 REACTIONS (lb/size) 9=816/0-3-8, 13=75/18-7-8, 14=-29/18-7-8, 15=41/18-7-8, 16=25/18-7-8, 17=1/18-7-8, 18=892/18-7-8, 20=34/18-7-8, 21=43/18-7-8, 22=-51/18-7-8, 23=436/18-7-8, 24=334/18-7-8 Max Horiz 24=30 (LC 4) Max Uplift 9=-64 (LC 4), 13=-42 (LC 4), 14=-29 (LC 1), 17=-2 (LC 3), 18=-143 (LC 4), 22=-108 (LC 3), 23=-21 (LC 4), 24=-5 (LC 4) Max Grav 9=816 (LC 1), 13=75 (LC 1), 14=59 (LC 3), 15=51 (LC 3), 16=58 (LC 3), 17=1 (LC 1), 18=906 (LC 7), 20=68 (LC 3), 21=87 (LC 3), 22=-33 (LC 4), 23=489 (LC 7), 24=341 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-266/50, 2-4=-261/147, 4-5=-464/191, 5-7=-465/191, 7-8=-454/187, 1-24=-284/38, 8-9=-814/97 BOT CHORD 23-24=-34/95, 22-23=0/124, 21-22=0/124, 20-21=0/124, 18-20=0/124, 17-18=-108/141, 16-17=-108/141, 15-16=-108/141, 14-15=-108/141, 13-14=-108/141, 12-13=-108/141, 10-12=0/236, 9-10=-92/103 WEBS 2-23=-340/90, 2-18=-168/128, 4-18=-788/76, 4-12=-55/569, 5-12=-569/177, 7-12=-31/256, 7-10=-362/8, 8-10=0/564, 1-23=-71/89 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 24, 21 lb uplift at joint 23, 143 lb uplift at joint 18, 64 lb uplift at joint 9, 108 lb uplift at joint 22, 2 lb uplift at joint 17, 29 lb uplift at joint 14 and 42 lb uplift at joint 13. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123494R01Piggyback Base Structural Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:05 Page: 1 ID:1YC1gqzio8hsii9ERH2wNwy8T7t-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x10 =4x6 =3x6 =3x6 =3x4 =6x8 =3x4 =4x9 =2x4 =3x4 =3x8 =8x8 =3x10 =4x6 =3x4 16 15 1413 12 11 10 9 1 2 83 7456 6-4-11 6-4-11 6-1-3 12-5-15 8-3-0 29-0-0 8-3-0 20-8-15 4-0-0 33-0-0 4-1-12 33-0-0 6-2-15 12-7-11 6-4-11 6-4-11 8-1-4 28-10-4 8-1-4 20-8-151-8-58-9-412-1-4Scale = 1:77.9 Plate Offsets (X, Y): [4:0-4-8,0-1-8], [7:0-6-0,0-1-12], [8:0-2-12,0-1-8], [10:0-3-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(TL) -0.25 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horiz(TL) 0.04 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-4,12-7,9-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-15 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 5-12, 7-10, 8-9 REACTIONS (lb/size) 9=1308/0-3-8, 16=1308/0-3-8 Max Horiz 16=30 (LC 4) Max Uplift 9=-104 (LC 4), 16=-85 (LC 4) Max Grav 9=1324 (LC 7), 16=1368 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1499/146, 2-4=-1340/234, 4-5=-989/232, 5-7=-989/232, 7-8=-675/204, 1-16=-1307/118, 8-9=-1316/137 BOT CHORD 15-16=-35/108, 13-15=-22/1031, 12-13=0/873, 10-12=0/396, 9-10=-91/103 WEBS 2-15=-100/87, 2-13=-354/139, 4-13=-18/410, 4-12=-30/33, 5-12=-565/177, 7-12=-79/865, 7-10=-724/36, 8-10=0/948, 1-15=0/966 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 16 and 104 lb uplift at joint 9. 6) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123495R02Piggyback Base 7 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:06 Page: 1 ID:SF69Fg2Pe5QbN9Y05JFUO5y8TEE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =3x4 =5x6 =4x6 =3x6 =3x4 =3x4 =6x8 =3x4 =2x4 =4x9 =3x4 =3x8 =8x8 =3x10 =4x6 =3x4 17 16 1514 13 12 11 10 1 2 3 4 9 5 867 1-4-4 -1-4-4 6-1-3 12-5-15 8-3-0 20-8-15 8-3-0 29-0-0 6-4-11 6-4-11 4-0-0 33-0-0 4-1-12 33-0-0 6-2-15 12-7-11 6-4-11 6-4-11 8-1-4 28-10-4 8-1-4 20-8-151-8-58-9-412-1-4Scale = 1:77.9 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-4-8,0-1-8], [8:0-6-0,0-1-12], [9:0-2-12,0-1-8], [11:0-3-8,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.09 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(TL) -0.25 13-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.56 Horiz(TL) 0.04 10 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 10-9,13-8,13-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-13, 8-11, 9-10 REACTIONS (lb/size) 10=1306/0-3-8, 17=1400/0-3-8 Max Horiz 17=84 (LC 4) Max Uplift 10=-104 (LC 4), 17=-132 (LC 4) Max Grav 10=1322 (LC 8), 17=1423 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1496/152, 3-5=-1334/233, 5-6=-987/232, 6-8=-988/232, 8-9=-674/204, 2-17=-1361/165, 9-10=-1314/138 BOT CHORD 16-17=-74/126, 14-16=-21/1020, 13-14=0/869, 11-13=0/395, 10-11=-91/103 WEBS 3-16=-96/89, 3-14=-343/138, 5-14=-17/407, 6-13=-565/176, 8-11=-723/36, 9-11=0/946, 2-16=0/948, 8-13=-79/862, 5-13=-29/35 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 10 and 132 lb uplift at joint 17. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123496R03Piggyback Base 2 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:06 Page: 1 ID:ZADw9xa30V?liN_rNnyePTy8T75-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 10 12 =3x4 =5x6 =4x6 =3x6 =3x4 =3x4 =6x8 =3x4 =3x4 =2x4 =4x9 =3x8 =4x9 =4x6 15 14 1312 11 10 9 1 2 3 4 5 6 7 8 1-4-4 -1-4-4 6-1-3 12-5-15 8-3-1 20-8-15 6-4-11 6-4-11 8-3-1 29-0-0 6-2-15 12-7-11 6-4-11 6-4-11 8-1-5 20-8-15 8-3-1 29-0-01-8-512-1-412-1-4Scale = 1:77.9 Plate Offsets (X, Y): [2:0-2-12,0-1-8], [5:0-4-8,0-1-8], [9: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 0.86 Vert(LL) -0.11 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.56 Vert(TL) -0.29 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.45 Horiz(TL) 0.02 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 170 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-9:2x4 SPF-S 1650F 1.6E, 10-5,10-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-15 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-12, 5-10, 6-10 REACTIONS (lb/size) 9=1146/0-3-8, 15=1241/0-3-8 Max Horiz 15=93 (LC 4) Max Uplift 9=-103 (LC 4), 15=-114 (LC 4) Max Grav 9=1146 (LC 1), 15=1262 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1302/132, 3-5=-1114/209, 5-6=-709/202, 6-8=-709/202, 8-9=-1076/162, 2-15=-1202/148 BOT CHORD 14-15=-83/124, 12-14=-14/871, 10-12=0/701, 9-10=-126/146 WEBS 3-14=-60/117, 3-12=-372/141, 5-12=-13/417, 5-10=-191/14, 6-10=-578/156, 8-10=-97/1065, 2-14=0/798 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 9 and 114 lb uplift at joint 15. 7) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123497R04Piggyback Base 4 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:06 Page: 1 ID:hgWruNkDyVdvmNTLe0hiRCy8T6u-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 Sheet Back1 Ply =4x6 =3x8 =5x6 = 3x4 = 3x4 =5x6 = 3x4 =4x6 =4x6 50 49 48 47 46 45 44 43 42 4140 39 38 37 36 35 34 33 32 31 30 29 28 27 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 20 21 2223 24 25 26 1-4-4 -1-4-4 12-5-15 12-5-15 16-6-1 29-0-0 29-0-01-8-512-1-412-1-4Scale = 1:72.4 Plate Offsets (X, Y): [8:0-3-0,0-3-0], [12:0-2-0,0-1-13], [26:Edge,0-3-8], [27:Edge,0-3-8], [36:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 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 0.13 Horiz(TL) 0.00 27 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 311 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 26-27:2x4 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, and 2-0-0 oc purlins (6-0-0 max.): 12-26. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 26-27, 25-28, 24-29, 23-30, 21-31, 20-32, 19-33, 18-34, 17-35, 16-36, 15-37, 14-38, 13-39, 11-41, 10-42, 9-43 REACTIONS (lb/size) 27=41/29-0-0, 28=105/29-0-0, 29=109/29-0-0, 30=107/29-0-0, 31=107/29-0-0, 32=107/29-0-0, 33=107/29-0-0, 34=107/29-0-0, 35=105/29-0-0, 36=106/29-0-0, 37=108/29-0-0, 38=106/29-0-0, 39=107/29-0-0, 41=106/29-0-0, 42=107/29-0-0, 43=105/29-0-0, 44=107/29-0-0, 45=108/29-0-0, 46=107/29-0-0, 47=105/29-0-0, 48=116/29-0-0, 49=2/29-0-0, 50=202/29-0-0 Max Horiz 50=93 (LC 4) Max Uplift 27=-9 (LC 5), 28=-90 (LC 4), 30=-30 (LC 4), 31=-6 (LC 4), 32=-10 (LC 4), 33=-9 (LC 4), 34=-10 (LC 4), 35=-7 (LC 4), 36=-14 (LC 4), 37=-9 (LC 4), 38=-11 (LC 4), 42=-41 (LC 4), 43=-36 (LC 4), 44=-28 (LC 4), 45=-37 (LC 4), 46=-29 (LC 4), 47=-44 (LC 4), 49=-422 (LC 4), 50=-300 (LC 5) Max Grav 27=42 (LC 9), 28=159 (LC 8), 29=109 (LC 9), 30=117 (LC 8), 31=107 (LC 9), 32=107 (LC 1), 33=107 (LC 9), 34=107 (LC 9), 35=105 (LC 1), 36=107 (LC 9), 37=109 (LC 9), 38=108 (LC 9), 39=107 (LC 1), 41=106 (LC 1), 42=140 (LC 8), 43=134 (LC 8), 44=132 (LC 8), 45=137 (LC 8), 46=132 (LC 8), 47=137 (LC 8), 48=119 (LC 8), 49=350 (LC 5), 50=422 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-50=-283/190, 1-2=0/96, 2-3=-271/220, 3-4=-146/113, 4-5=-110/82, 5-6=-69/51, 6-7=-28/25, 7-9=-72/65, 9-10=-108/108, 10-11=-147/154, 11-12=-149/157, 12-13=-132/147, 13-14=-132/147, 14-15=-132/147, 15-16=-132/147, 16-17=-132/147, 17-18=-132/147, 18-19=-132/147, 19-20=-132/147, 20-21=-132/147, 21-23=-132/147, 23-24=-132/147, 24-25=-132/147, 25-26=-132/147, 26-27=-151/162 BOT CHORD 49-50=-132/146, 48-49=-132/146, 47-48=-132/146, 46-47=-132/146, 45-46=-132/146, 44-45=-132/146, 43-44=-132/146, 42-43=-132/146, 41-42=-132/146, 39-41=-132/146, 38-39=-132/146, 37-38=-132/146, 35-37=-132/146, 34-35=-132/146, 33-34=-132/146, 32-33=-132/146, 31-32=-132/146, 30-31=-132/146, 29-30=-132/146, 28-29=-132/146, 27-28=-132/146 WEBS 25-28=-121/93, 24-29=-83/13, 23-30=-80/32, 21-31=-80/26, 20-32=-80/25, 19-33=-80/25, 18-34=-80/26, 17-35=-80/22, 16-36=-80/30, 15-37=-81/25, 14-38=-82/26, 13-39=-80/26, 11-41=-80/0, 10-42=-113/57, 9-43=-107/52, 8-44=-105/44, 7-45=-110/52, 6-46=-106/48, 5-47=-107/49, 4-48=-107/40, 3-49=-194/184 NOTES Job Truss Truss Type Qty Ply WF88 T I50123498R05Piggyback Base Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:07 Page: 1 ID:AyAwNzZViiK7Y_FcA?Qtkmy8T5p-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 50, 9 lb uplift at joint 27, 90 lb uplift at joint 28, 30 lb uplift at joint 30, 6 lb uplift at joint 31, 10 lb uplift at joint 32, 9 lb uplift at joint 33, 10 lb uplift at joint 34, 7 lb uplift at joint 35, 14 lb uplift at joint 36, 9 lb uplift at joint 37, 11 lb uplift at joint 38, 41 lb uplift at joint 42, 36 lb uplift at joint 43, 28 lb uplift at joint 44, 37 lb uplift at joint 45, 29 lb uplift at joint 46, 44 lb uplift at joint 47 and 422 lb uplift at joint 49. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123498R05Piggyback Base Supported Gable 1 1WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:07 Page: 2 ID:AyAwNzZViiK7Y_FcA?Qtkmy8T5p-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 4-6-11 4-6-11 4-6-11 9-1-6 9-1-64-6-114-3-3Scale = 1:33.3 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 0.42 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=187/9-1-6, 3=187/9-1-6, 4=299/9-1-6 Max Uplift 1=-33 (LC 4), 3=-33 (LC 4) Max Grav 1=211 (LC 7), 3=211 (LC 7), 4=325 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-156/54, 2-3=-156/54 BOT CHORD 1-4=-5/48, 3-4=-5/48 WEBS 2-4=-187/35 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 33 lb uplift at joint 1 and 33 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123499V01Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:07 Page: 1 ID:uwzZ9aaQ7wY9S8v8X4eR?Ky8gYz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 2-10-11 2-10-11 2-10-11 5-9-6 5-9-62-10-112-7-3Scale = 1:26.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=121/5-9-6, 3=121/5-9-6, 4=164/5-9-6 Max Uplift 1=-32 (LC 4), 3=-32 (LC 4) Max Grav 1=142 (LC 7), 3=142 (LC 7), 4=171 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-85/32, 2-3=-85/32 BOT CHORD 1-4=-7/26, 3-4=-7/26 WEBS 2-4=-107/21 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 1 and 32 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123500V02Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:07 Page: 1 ID:m89DsKCcBimPsXcNnn5Pn?y8gZR-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 31 2 1-2-11 1-2-11 1-2-11 2-5-6 2-5-61-2-110-11-3Scale = 1:24.1 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=70/2-5-6, 3=70/2-5-6 Max Uplift 1=-8 (LC 4), 3=-8 (LC 4) Max Grav 1=78 (LC 7), 3=78 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/16, 2-3=-55/16 BOT CHORD 1-3=0/26 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) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 8 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123501V03Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:08 Page: 1 ID:iXHzH?EsjK075rmluC8tsQy8gZP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =3x4 =3x4 =3x4 1 15 14 13 12 11 10 9 16 17 2 8 4 5 63 7 4-10-12 4-10-12 4-10-12 19-9-8 10-0-0 14-10-12 19-9-84-10-120-1-154-5-54-8-130-1-154-10-12Scale = 1:36.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 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 0.23 Horiz(TL) 0.01 9 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, 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 (lb/size) 1=79/19-9-8, 9=79/19-9-8, 10=242/19-9-8, 11=278/19-9-8, 12=330/19-9-8, 14=278/19-9-8, 15=242/19-9-8 Max Uplift 10=-85 (LC 6), 12=-35 (LC 6), 15=-85 (LC 6) Max Grav 1=189 (LC 17), 9=189 (LC 17), 10=449 (LC 25), 11=475 (LC 16), 12=599 (LC 16), 14=475 (LC 16), 15=449 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-227/43, 2-3=-359/56, 3-4=-178/70, 4-5=-177/70, 5-6=-177/70, 6-7=-178/70, 7-8=-359/56, 8-9=-227/43 BOT CHORD 1-15=-19/155, 14-15=-19/155, 12-14=-19/155, 11-12=-19/155, 10-11=-19/155, 9-10=-19/155 WEBS 5-12=-521/83, 4-14=-392/45, 2-15=-384/125, 6-11=-392/45, 8-10=-384/125 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable 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 35 lb uplift at joint 12, 85 lb uplift at joint 15 and 85 lb uplift at joint 10. 11) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123502V04Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:08 Page: 1 ID:EcF1eTQvyE1s0I_qqZQdWoy8gZ9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1 1110 9 8 7 12 15 62 4 13 143 5 6-8-0 11-6-12 4-10-12 4-10-12 4-10-12 16-5-8 16-5-84-10-120-1-154-5-54-8-130-1-154-10-12Scale = 1:42 Plate Offsets (X, Y): [10:0-1-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.64 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 0.22 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 1=137/16-5-8, 7=137/16-5-8, 8=342/16-5-8, 9=302/16-5-8, 11=342/16-5-8 Max Uplift 8=-108 (LC 6), 9=-11 (LC 6), 11=-108 (LC 6) Max Grav 1=206 (LC 16), 7=206 (LC 16), 8=629 (LC 25), 9=563 (LC 16), 11=629 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-208/331, 2-3=-218/28, 3-4=-131/94, 4-5=-131/94, 5-6=-218/28, 6-7=-208/331 BOT CHORD 1-11=-162/130, 9-11=-162/130, 8-9=-162/130, 7-8=-162/130 WEBS 4-9=-489/62, 2-11=-516/151, 6-8=-516/151 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) 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 11 lb uplift at joint 9, 108 lb uplift at joint 11 and 108 lb uplift at joint 8. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123503V05Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:08 Page: 1 ID:y4vftWyVblacI3LHPoDxI4y8gYT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 = 3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1 10 9 8 7 2 6 4 11 123 5 3-4-0 8-2-12 4-10-12 4-10-12 4-10-12 13-1-8 13-1-84-10-120-1-154-5-54-8-130-1-154-10-12Scale = 1:36.5 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 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 0.11 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=158/13-1-8, 7=158/13-1-8, 8=233/13-1-8, 9=212/13-1-8, 10=233/13-1-8 Max Uplift 8=-82 (LC 6), 10=-82 (LC 6) Max Grav 1=251 (LC 17), 7=251 (LC 17), 8=430 (LC 25), 9=342 (LC 16), 10=430 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-271/7, 2-3=-309/68, 3-4=-159/72, 4-5=-159/72, 5-6=-309/68, 6-7=-271/7 BOT CHORD 1-10=-14/138, 9-10=-14/138, 8-9=-14/138, 7-8=-14/138 WEBS 4-9=-257/30, 2-10=-351/120, 6-8=-351/120 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-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 82 lb uplift at joint 10 and 82 lb uplift at joint 8. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123504V06Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:08 Page: 1 ID:y4vftWyVblacI3LHPoDxI4y8gYT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 4-10-12 4-10-12 4-10-12 9-9-8 9-9-84-10-124-7-4Scale = 1:34.7 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(TL) n/a - n/a 999 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-S BCDL 10.0 Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=202/9-9-8, 3=202/9-9-8, 4=324/9-9-8 Max Uplift 1=-35 (LC 4), 3=-35 (LC 4) Max Grav 1=228 (LC 7), 3=228 (LC 7), 4=350 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-168/58, 2-3=-168/58 BOT CHORD 1-4=-5/52, 3-4=-5/52 WEBS 2-4=-201/37 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) 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 35 lb uplift at joint 1 and 35 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123505V07Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:09 Page: 1 ID:y4vftWyVblacI3LHPoDxI4y8gYT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 3-2-12 3-2-12 3-2-12 6-5-8 6-5-83-2-122-11-4Scale = 1:27.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 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 0.03 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=138/6-5-8, 3=138/6-5-8, 4=185/6-5-8 Max Uplift 1=-35 (LC 4), 3=-35 (LC 4) Max Grav 1=160 (LC 7), 3=160 (LC 7), 4=193 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-96/36, 2-3=-96/36 BOT CHORD 1-4=-8/30, 3-4=-8/30 WEBS 2-4=-122/23 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 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 35 lb uplift at joint 1 and 35 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123506V08Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:09 Page: 1 ID:?QGTt1ka3wAJW8PeoJNU04y8gYm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 1-6-12 1-6-12 1-6-12 3-1-8 3-1-81-6-121-3-4Scale = 1:21.1 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 0.05 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horiz(TL) 0.00 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=58/3-1-8, 3=58/3-1-8, 4=78/3-1-8 Max Uplift 1=-15 (LC 4), 3=-15 (LC 4) Max Grav 1=68 (LC 7), 3=68 (LC 7), 4=82 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-40/15, 2-3=-40/15 BOT CHORD 1-4=-4/12, 3-4=-4/12 WEBS 2-4=-51/10 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 truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 15 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123507V09Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:09 Page: 1 ID:I1jYwE0eQICvPqEFCMo6?8y8gYO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =3x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =3x4 1 8 7 6 5 42 3 6-0-0 6-0-0 6-0-0 12-0-0 12-0-06-0-05-8-8Scale = 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 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 5 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 Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=127/12-0-0, 5=127/12-0-0, 6=307/12-0-0, 7=37/12-0-0, 8=307/12-0-0 Max Uplift 6=-135 (LC 4), 7=-72 (LC 5), 8=-135 (LC 4) Max Grav 1=127 (LC 1), 5=127 (LC 1), 6=407 (LC 7), 7=126 (LC 4), 8=407 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-79/99, 2-3=-121/93, 3-4=-121/93, 4-5=-79/99 BOT CHORD 1-8=-71/92, 7-8=-71/92, 6-7=-71/92, 5-6=-71/92 WEBS 2-8=-311/167, 4-6=-311/167, 3-7=-107/71 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 8, 135 lb uplift at joint 6 and 72 lb uplift at joint 7. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123508V10Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:09 Page: 1 ID:FQqILw2uxvSde8OeJmra4Zy8gYM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =4x6 =2x4 1 4 3 2 4-4-0 8-8-0 4-4-0 4-4-0 8-8-04-4-04-0-8Scale = 1:32.4 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 0.59 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 0.06 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=190/8-8-0, 3=190/8-8-0, 4=256/8-8-0 Max Uplift 1=-45 (LC 4), 3=-45 (LC 4) Max Grav 1=220 (LC 7), 3=220 (LC 7), 4=267 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-132/48, 2-3=-132/48 BOT CHORD 1-4=-11/41, 3-4=-11/41 WEBS 2-4=-167/29 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1 and 45 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123509V11Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:10 Page: 1 ID:YmlypJ7HI3Ld_DQ_DlTDs1y8gYF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 2-8-0 2-8-0 2-8-0 5-4-0 5-4-02-8-02-4-8Scale = 1:25.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 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 0.02 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 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=111/5-4-0, 3=111/5-4-0, 4=149/5-4-0 Max Uplift 1=-29 (LC 4), 3=-29 (LC 4) Max Grav 1=129 (LC 7), 3=129 (LC 7), 4=156 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/29, 2-3=-77/29 BOT CHORD 1-4=-7/24, 3-4=-7/24 WEBS 2-4=-98/19 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 29 lb uplift at joint 1 and 29 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123510V12Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:10 Page: 1 ID:U9tiD?9XqgbLDWaML9VixSy8gYD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x4 =2x4 31 2 1-0-0 1-0-0 1-0-0 2-0-0 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 (lb/size) 1=52/2-0-0, 3=52/2-0-0 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. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF88 T I50123511V13Valley11WF88 T Job Reference (optional) Timberland Home Center, Brazil, IN - 47834, Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Tue Feb 08 09:18:10 Page: 1 ID:ukZrs0BQ7bzw4_Ix0I2PZ5y8gYA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f February 8,2022 03/02/22 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 platewidth measured perpendicularto slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamicor other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W4- 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 therequired 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 thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths03/02/22 GableoverbrickField frame baywindow roof Field frameeyebrow LAY01 LAY02 LAY03 HUS26E04 E03 E02 E01 A01A02A02A02A03A03A03A02A02A02A02A02B01B02B02B02B02B02B02B02B02C01C02C02C02C02C02C02C08C08C08C08C08C07C07C07C07C06C06C06C06C06C06C06C06C05C05C04C03C03HUS26D02 D01 J06J05J08 J08J07J07J07J07J07J07J07J07 F02F01J02 J03 J03 J03 J03 J03 J03 J03 J03 J02 J0 1J04 G01 G02 G02 G02 G02 G02 G02 G02 G02 G02 G02 G02J07J10J10J 09 J09J06J 0 5 J08 J08 J07H01H02H02H02V01 V02 V03 V04 V05 V06 V07 V08 V09 J01J04PB01PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB02PB03PB04PB05PB06PB06PB06PB07PB07PB07PB07PB07PB08PB08PB08PB08PB08PB08PB08PB08PB08PB08PB08PB08PB09PB09PB10PB10PB10HUS26 HUS26NAILED.NAILED.NAILED.NAIL EDNAIL EDNAILEDNAILED22-00-00 3-00-00 8-00-00 3-00-00 14-00-00 8-00-00 6-04-00 20-00-00 2-00-0021-00-0021-08-0014-04-006-00-007-08-0015-04-00 21-04-00 28-00-00 12-00-00 4-04-001-00-006-08-0057-00-00LAY04 LAY05 R05R04R04R04R04R03R03R02K01 K02 K02 HUS26 K03 R02R02R02R02R02R02R01M01 M02 M02 M02 M02 M03 M04 M04 N01N01N01N02N02N03N03V10 V11 V12 V13PB11PB12PB12PB12PB12PB12PB12PB12PB12PB12PB12 PB12PB12PB12PB13SHOPDRAWINGAPPROVALTHISLAYOUT ISTHESOLESOURCEFOR FABRICATIONOF TRUSSESANDVOIDSALL PREVIOUSARCHITECTURAL OR OTHER TRUSSLAYOUTS.REVIEWANDAPPROVAL OF THISLAYOUT MUST BERECEIVEDBEFOREANY TRUSSESWILL BEBUILT. VERIFY ALL CONDITIONSTO INSUREAGAINSTCHANGESTHAT WILL RESULT INEXTRA CHARGESTO YOU.REVIEWEDBY:__________________________ APPROVEDBY:______________________________ DATE:___________THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.Thesetrusses aredesigned as individual building components to beincorporatedinto thebuilding design at thespecification of thebuilding designer. Seeindividual design sheets foreach truss design identified on theplacement drawing. Thebuilding designeris responsiblefortemporaryand permanent bracing of theroof and floorsystem and fortheoverall structure. Thedesign of thetruss support structureincluding headers,beams,walls,and columns is theresponsibilityof thebuilding designer. Forgeneral guidanceregarding bracing,consult "Bracing of Wood Trusses" availablefrom theTruss PlateInstitute,583 D'Onifrio Drive;Madison,WI 53179.2702North Tibbs AvenueIndianapolis,Indiana 46222FloorArea:0Roof Area:6392.25Hip Lines:165.38Horizontal OH:296.3RakeOH:257.98ValleyLines:116.81RidgeLines:112.7 ftSales Rep:WF88 SSubdivision:Order#:Job Name:12/16/2021Designer:Tony LintonDate:Model:Client:WATERFRONT OF WEST CLAYLot #:88Matt BowmanHUMMINGBIRD ASHOOPMAN HOMESWF88 S03/02/22