Loading...
HomeMy WebLinkAboutGN010.0 - Truss Drawings16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. July 31,2021 Johnson, Andrew Pages or sheets covered by this seal: I47232389 thru I47232559 My license renewal date for the state of Indiana is July 31, 2022. WF99 S WF99 S IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =4x6 =3x8 =5x6 =3x4 =3x4 =3x6 =3x4 =3x4 =3x6 =3x4 =3x6 =3x4 =3x4 =5x6 =3x8 =4x6 =2x43637 19 31 18 17 35 16 15 1440 13 12 45 46 11 32 33 34 38 39 41 42 43 44 1 102 20 4 23 24 25 5 26 6 7 27 28 822 2921 30 93 1-4-4 -1-4-4 4-10-6 9-9-7 4-10-6 31-8-15 5-4-6 21-0-3 5-10-6 15-7-13 5-10-6 26-10-9 4-11-1 36-8-0 4-11-1 4-11-1 4-9-5 36-8-0 4-9-5 4-9-5 6-2-6 24-6-6 6-2-6 18-4-0 7-4-6 31-10-11 7-4-6 12-1-105-9-81-8-50-6-120-2-25-7-65-7-60-2-25-9-8Scale = 1:68.4 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [3:0-3-0,0-2-1], [9:0-3-0,0-2-1] 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 0.25 Vert(LL)-0.09 15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.19 15-17 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.06 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 340 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. REACTIONS (lb/size)11=1826/ Mechanical, 19=1957/0-3-8 Max Horiz 19=20 (LC 13) Max Uplift 11=-132 (LC 10), 19=-146 (LC 10) Max Grav 11=2189 (LC 8), 19=2338 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-2463/196, 3-4=-1826/172, 4-5=-3524/283, 5-7=-3978/316, 7-8=-3508/279, 8-9=-1780/161, 9-10=-2385/188, 2-19=-2273/163, 10-11=-2124/139 BOT CHORD 18-19=-23/98, 17-18=-177/3079, 15-17=-232/3871, 13-15=-230/3863, 12-13=-172/3055, 11-12=-7/102 WEBS 3-18=-65/1111, 4-18=-1916/136, 4-17=-48/961, 5-17=-733/64, 5-15=0/180, 7-15=-3/185, 7-13=-749/68, 8-13=-51/978, 8-12=-1949/144, 9-12=-72/1131, 2-18=-70/1782, 10-12=-72/1731 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)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 146 lb uplift at joint 19 and 132 lb uplift at joint 11. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply WF99 S I47232389A01Hip Girder 1 2WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:52 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 89 lb down and 51 lb up at 2-11-13, 85 lb down and 45 lb up at 4-11-1, 85 lb down and 45 lb up at 6-11-13, 85 lb down and 45 lb up at 8-11-13, 85 lb down and 45 lb up at 10-11-13, 85 lb down and 45 lb up at 12-11-13, 85 lb down and 45 lb up at 14-11-13, 85 lb down and 45 lb up at 16-11-13, 85 lb down and 45 lb up at 18-11-13, 85 lb down and 45 lb up at 20-11-13, 85 lb down and 45 lb up at 22-11-13, 85 lb down and 45 lb up at 24-11-13, 85 lb down and 45 lb up at 26-11-13, and 85 lb down and 45 lb up at 28-11-13, and 85 lb down and 45 lb up at 30-11-13 on top chord, and 85 lb down and 30 lb up at 2-11-13, 50 lb down and 21 lb up at 4-11-13, 50 lb down and 21 lb up at 6-11-13, 50 lb down and 21 lb up at 8-11-13, 50 lb down and 21 lb up at 10-11-13, 50 lb down and 21 lb up at 12-11-13, 50 lb down and 21 lb up at 14-11-13, 50 lb down and 21 lb up at 16-11-13, 50 lb down and 21 lb up at 18-11-13, 50 lb down and 21 lb up at 20-11-13, 50 lb down and 21 lb up at 22-11-13, 50 lb down and 21 lb up at 24-11-13, 50 lb down and 21 lb up at 26-11-13, 50 lb down and 21 lb up at 28-11-13, 50 lb down and 21 lb up at 30-11-13, and 50 lb down and 21 lb up at 32-11-13, and 50 lb down and 21 lb up at 34-11-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 9-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 3=-32 (F), 6=-32 (F), 18=-17 (F), 7=-32 (F), 8=-32 (F), 20=-22 (F), 21=-32 (F), 22=-32 (F), 23=-32 (F), 24=-32 (F), 25=-32 (F), 26=-32 (F), 27=-32 (F), 28=-32 (F), 29=-32 (F), 30=-32 (F), 31=-42 (F), 32=-17 (F), 33=-17 (F), 34=-17 (F), 35=-17 (F), 36=-17 (F), 37=-17 (F), 38=-17 (F), 39=-17 (F), 40=-17 (F), 41=-17 (F), 42=-17 (F), 43=-17 (F), 44=-17 (F), 45=-17 (F), 46=-17 (F) Job Truss Truss Type Qty Ply WF99 S I47232389A01Hip Girder 1 2WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:52 Page: 2 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =4x6 =4x12 =4x6 =MT18HS 8x14 =3x6 =3x6 =4x6 =4x9 =2x4 =3x8 =3x6 =MT18HS 8x14 =4x6 =4x12 =4x6 16 15 14 13 12 11 10 9 1 2 8 4 5 6 73 1-4-4 -1-4-4 7-3-8 14-7-6 7-3-8 29-4-2 7-5-4 22-0-10 7-3-14 36-8-0 7-3-14 7-3-14 7-2-2 36-8-0 7-2-2 7-2-2 7-5-4 29-5-14 7-5-4 22-0-10 7-5-4 14-7-67-9-81-8-50-6-120-2-27-7-67-7-60-2-27-9-8Scale = 1:68.6 Plate Offsets (X, Y):[2:0-5-8,0-2-0], [3:0-1-9,Edge], [7:0-1-9,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.08 12-13 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.19 12-13 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT)0.05 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 192 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-5,5-7:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 16-2,9-8:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-15 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=1446/ Mechanical, 16=1545/0-3-8 Max Horiz 16=22 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/101, 2-3=-1631/0, 3-4=-1783/0, 4-6=-1781/0, 6-7=-1784/0, 7-8=-1639/0, 2-16=-1474/0, 8-9=-1374/0 BOT CHORD 15-16=-7/185, 13-15=0/1160, 12-13=0/1776, 10-12=0/1166, 9-10=0/223 WEBS 3-15=-78/125, 3-13=0/874, 4-13=-470/24, 4-12=0/5, 6-12=-467/24, 7-12=0/867, 7-10=-70/128, 2-15=0/1005, 8-10=0/965 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232390A02Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:54 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =MT18HS 5x10 =4x6 =3x6 =3x8 =5x6 =3x6 =3x4 =3x4 =3x6 =3x4 =3x6 =5x6 =3x8 =4x6 =MT18HS 5x10=3x6 18 17 16 15 14 13 12 1 112 103 4 6 7 8 95 1-4-4 -1-4-4 5-8-14 21-2-7 5-8-14 15-5-9 5-8-14 26-11-6 4-8-9 31-7-15 4-8-9 9-8-10 5-0-1 36-8-0 5-0-1 5-0-1 8-9-2 27-1-2 8-9-2 18-4-0 9-6-14 36-8-0 9-6-14 9-6-149-9-81-8-50-2-29-7-69-7-60-2-29-9-8Scale = 1:69.4 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [9:0-3-0,0-2-1] 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 0.82 Vert(LL)-0.14 12-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.28 17-18 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.07 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 194 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 8-13, 3-18, 10-12 REACTIONS (lb/size)12=1453/ Mechanical, 18=1547/0-3-8 Max Horiz 18=20 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-355/26, 3-5=-1529/0, 5-6=-1137/0, 6-8=-1438/0, 8-9=-1140/0, 9-10=-1534/0, 10-11=-388/13, 2-18=-395/18,11-12=-346/3 BOT CHORD 17-18=0/1094, 15-17=0/1392, 13-15=0/1393, 12-13=0/1106 WEBS 3-17=-33/92, 5-17=0/615, 6-17=-529/0, 6-15=0/178, 8-15=0/177, 8-13=-524/0, 9-13=0/618, 10-13=-35/88, 3-18=-1404/0, 10-12=-1370/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232391A03Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:55 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =6x6 =4x6 =3x6 =3x6 =3x8 =5x6 =3x6 =2x4 =3x8 =3x6 =5x6 =3x8 =3x6 =3x6 =4x6 =6x6 =3x6 19 18 17 16 15 14 13 12 11 1 2 10 93 4 8 6 75 1-4-4 -1-4-4 6-2-9 18-4-0 6-2-9 24-6-9 5-11-0 30-5-8 5-11-0 12-1-7 6-2-8 36-8-0 6-2-8 6-2-8 5-9-4 30-5-8 5-9-4 11-11-11 6-2-8 36-8-0 6-2-8 6-2-8 6-4-5 18-4-0 6-4-5 24-8-511-9-81-8-50-2-211-7-611-7-60-2-211-9-8Scale = 1:71.7 Plate Offsets (X, Y):[5:0-3-0,0-2-1], [7:0-3-0,0-2-1], [11: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 0.66 Vert(LL)-0.06 15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.14 15-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.05 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 211 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 17-6,13-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 6-17, 6-13, 9-13 REACTIONS (lb/size)11=1453/ Mechanical, 19=1547/0-3-8 Max Horiz 19=20 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1614/0, 3-5=-1466/0, 5-6=-1076/0, 6-7=-1077/0, 7-9=-1468/0, 9-10=-1621/0, 2-19=-1480/0, 10-11=-1385/0 BOT CHORD 18-19=-1/139, 17-18=0/1148, 15-17=0/1188, 13-15=0/1188, 12-13=0/1155, 11-12=0/179 WEBS 3-18=-138/50, 3-17=-188/52, 5-17=0/529, 6-17=-303/0, 6-15=0/258, 6-13=-300/0, 7-13=0/531, 9-13=-195/51, 9-12=-132/53, 2-18=0/1040, 10-12=0/1005 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232392A04Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:55 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x10 =MT18HS 5x10 =4x6 =3x6 =3x4 =MT18HS 5x10 =3x6 =3x8 =2x4 =3x6 =MT18HS 5x10 =3x4 =3x6 =4x6 =MT18HS 5x10=3x10 17 16 15 14 13 12 11 1 102 3 9 84 5 76 1-4-4 -1-4-4 5-7-15 23-11-15 5-7-15 18-4-0 6-3-9 36-8-0 6-4-7 30-4-7 6-4-7 12-8-1 6-3-9 6-3-9 9-0-4 27-4-4 9-0-4 18-4-0 9-3-12 9-3-12 9-3-12 36-8-012-3-01-8-50-3-80-3-811-11-812-3-0Scale = 1:74.7 Plate Offsets (X, Y):[5:0-5-12,0-1-0], [7:0-5-12,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.12 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.24 16-17 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.06 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 203 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 16-5,14-5,14-7,12-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 3-17, 9-11 REACTIONS (lb/size)11=1453/ Mechanical, 17=1547/0-3-8 Max Horiz 17=20 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-411/59, 3-5=-1553/0, 5-6=-1161/0, 6-7=-1161/0, 7-9=-1558/0, 9-10=-451/47, 2-17=-446/39, 10-11=-404/25 BOT CHORD 16-17=0/1138, 14-16=0/1010, 12-14=0/1011, 11-12=0/1146 WEBS 3-16=-152/107, 5-16=0/358, 5-14=0/271, 6-14=-303/11, 7-14=0/267, 7-12=0/361, 9-12=-159/106, 3-17=-1383/0, 9-11=-1339/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232393A05Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:56 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x10 =MT18HS 5x10 =4x6 =3x6 =3x4 =MT18HS 5x10 =3x6 =3x8 =2x4 =3x6 =MT18HS 5x10 =3x4 =3x6 =4x6 =MT18HS 5x10=3x10 16 15 14 13 12 11 10 1 9 82 3 7 4 65 5-7-15 23-11-15 5-7-15 18-4-0 6-3-9 6-3-9 6-4-7 12-8-1 6-4-7 30-4-7 6-3-9 36-8-0 9-0-4 27-4-4 9-0-4 18-4-0 9-3-12 36-8-0 9-3-12 9-3-121-8-512-3-0Scale = 1:74.7 Plate Offsets (X, Y):[4:0-5-12,0-1-0], [6:0-5-12,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.12 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.24 15-16 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.62 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 201 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 15-4,13-4,13-6,11-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 2-16, 8-10 REACTIONS (lb/size)10=1455/ Mechanical, 16=1455/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-451/47, 2-4=-1560/0, 4-5=-1163/0, 5-6=-1164/0, 6-8=-1560/0, 8-9=-451/47, 1-16=-404/25, 9-10=-404/25 BOT CHORD 15-16=0/1147, 13-15=0/1013, 11-13=0/1013, 10-11=0/1147 WEBS 2-15=-159/106, 4-15=0/361, 4-13=0/270, 5-13=-304/11, 6-13=0/270, 6-11=0/361,8-11=-159/106, 2-16=-1341/0, 8-10=-1341/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232394A06Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:56 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 =3x8 =4x16 =6x10 =5x9 =6x10 =2x4 =2x4 =MT18HS 5x14 =MT18HS 4x14 =4x6 =4x9 =MT18HS 5x10 =3x8 =3x4 =6x12 =2x4 =2x4 =4x9 =5x9 =3x6 =3x6 =3x6 =3x4 =4x6 =MT18HS 5x10=2x8 28 20 1918 17 16 151 32273126 25 24 23 22 21 142 4 30 5293 13 6 12 11 7 1089 1-4-4 46-0-4 1-4-4 -1-4-4 3-5-3 31-11-15 3-10-4 6-4-8 3-10-9 28-6-12 4-0-3 24-8-3 4-1-12 10-6-4 2-6-4 2-6-4 3-10-12 40-4-0 4-5-4 36-5-3 5-0-14 15-7-2 4-4-0 44-8-0 5-0-14 20-8-1 0-9-4 0-9-4 1-8-8 2-5-12 3-5-3 31-10-3 3-10-12 6-4-8 4-0-0 10-4-8 4-7-0 36-5-3 5-2-10 15-7-2 5-2-10 20-9-13 7-7-3 28-5-0 8-2-13 44-8-012-3-01-8-50-10-40-2-23-7-63-7-60-2-23-9-88-5-812-3-00-3-150-3-150-6-50-10-4Scale = 1:90.3 Plate Offsets (X, Y):[3:0-4-8,0-0-13], [7:0-8-0,0-1-12], [10:0-7-4,0-2-0], [28:0-4-0,0-0-3] 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 0.74 Vert(LL)-0.33 23-25 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 1.00 Vert(CT)-0.67 23-25 >792 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.89 Horz(CT)0.25 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 289 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 27-24,24-21:2x4 SPF-S 1650F 1.6E, 9-20:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 26-3,26-5:2x4 SPF No.2, 28-2:2x10 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-7 max.): 3-5, 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 27-28,19-20. 1 Row at midpt 9-21 WEBS 1 Row at midpt 5-23, 6-22, 8-21, 10-19, 12-19, 12-17, 13-16 REACTIONS (lb/size)16=1855/0-3-8, 28=1870/0-9-4 Max Horiz 28=7 (LC 11) Max Uplift 28=-58 (LC 10) Max Grav 16=1899 (LC 8), 28=2080 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/111, 2-3=-2089/78, 3-4=-4144/14, 4-5=-4141/14, 5-6=-3718/0, 6-7=-2565/0, 7-8=-1938/0, 8-9=-1772/0, 9-10=-1767/0, 10-12=-1952/0, 12-13=-2043/0, 13-14=-333/29, 14-15=0/96, 2-28=-2052/62, 14-16=-373/21 BOT CHORD 27-28=-85/30, 26-27=0/1606, 25-26=0/5939, 23-25=0/5935, 22-23=0/2759, 21-22=0/1745, 20-21=0/68, 9-21=-192/11, 19-20=-96/18, 17-19=0/1452, 16-17=0/1364 WEBS 3-27=-539/0, 3-26=0/2993, 4-26=-414/11, 5-26=-2136/0, 5-25=0/171, 5-23=-3535/0, 6-23=0/1660, 6-22=-1600/17, 7-22=0/1268, 8-22=0/149, 8-21=-349/18, 19-21=0/1353, 10-21=0/1018, 10-19=-94/48, 12-19=-262/44, 12-17=-3/137, 13-17=0/176, 2-27=-17/1733, 13-16=-1873/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 28. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 63 lb up at 2-6-4, 58 lb down and 21 lb up at 4-6-13, and 58 lb down and 21 lb up at 6-6-13, and 58 lb down and 21 lb up at 7-11-4 on top chord, and 70 lb down and 112 lb up at 2-5-5, 32 lb down and 58 lb up at 4-6-13, and 32 lb down and 58 lb up at 6-6-13, and 32 lb down and 58 lb up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-7=-60, 7-10=-60, 10-14=-60, 14-15=-60, 27-28=-20, 21-27=-20, 16-20=-20 Job Truss Truss Type Qty Ply WF99 S I47232395A07Piggyback Base Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:57 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 812 =3x8 =4x16 =6x12 =6x6 =3x6 =MT18HS 6x12 =7x12 =4x6 =6x10 =5x6 =3x8 =4x9 =5x9 =2x4 =2x4 =2x4 =2x4 =5x6 =5x6 =3x4 =3x6 =3x6 =3x4 =3x6 =5x6 =2x4 =2x4 =2x4 =4x6 =2x8 25 15 14118171916 132 24 23 22 21 20 12 4 53 11 6 10 7 8 9 1-4-4 46-0-4 1-4-4 -1-4-4 3-8-11 31-11-15 3-11-2 12-11-1 4-0-14 8-11-15 2-5-4 44-8-0 4-0-4 16-11-5 3-8-12 20-8-1 5-0-8 42-2-12 5-2-4 37-2-4 4-11-1 4-11-1 7-7-3 28-3-4 0-0-5 44-4-8 0-3-8 44-8-0 0-9-4 0-9-4 1-4-3 14-5-0 1-11-8 30-4-8 1-11-11 44-4-3 1-9-3 32-1-11 3-8-8 4-5-12 5-0-8 37-2-4 5-2-4 42-4-8 6-4-13 20-9-13 7-7-3 28-5-0 8-7-1 13-0-1312-3-01-8-50-2-25-7-65-7-60-2-25-9-86-5-812-3-00-3-150-3-151-0-11-4-00-6-41-10-4Scale = 1:98.6 Plate Offsets (X, Y):[3:0-3-7,Edge], [5:0-2-9,Edge], [7:0-3-8,0-3-4], [9:0-3-0,0-2-1], [13:0-3-0,0-1-8], [15:0-2-13,0-1-0], [19:0-2-0,0-0-4], [20:0-1-8,0-1-0], [25:0-4-0,0-0-3] 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 0.97 Vert(LL)-0.35 21-23 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.71 21-23 >743 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.91 Horz(CT)0.37 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 286 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-9:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 24-22:2x4 SPF-S 1650F 1.6E, 26-27,28-15:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except*21-8,21-6,23-6:2x4 SPF No.2, 25-2:2x10 SPNo.2, 27-19:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-0-14 max.): 3-5, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25. WEBS 1 Row at midpt 5-23, 8-19, 4-24, 6-21 REACTIONS (lb/size)15=1855/0-3-8, 25=1870/0-9-4 Max Horiz 25=6 (LC 4) Max Grav 15=1878 (LC 8), 25=1889 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/111, 2-3=-2842/0, 3-4=-1973/0, 4-5=-4704/0, 5-6=-5959/0, 6-7=-2710/0, 7-8=-2091/0, 8-9=-1723/0, 9-11=-2161/0, 11-12=-2431/0, 12-13=-2540/0, 13-14=0/96, 2-25=-1883/0, 13-15=-1835/0 BOT CHORD 24-25=-70/73, 23-24=0/3567, 21-23=0/2684, 20-21=0/1817, 18-19=0/1507, 17-18=0/1750, 16-17=0/1917, 15-16=-60/38, 19-20=0/1892 WEBS 3-24=0/1540, 5-23=-3935/0, 7-21=0/1295, 8-21=0/263, 9-18=0/385, 11-18=-428/19, 11-17=0/263, 12-17=-180/17, 12-16=-70/64, 13-16=0/1927, 8-20=0/593, 8-19=-1115/0, 9-19=0/680, 2-24=0/2058, 4-23=0/1412, 4-24=-2090/0, 6-21=-1531/0, 6-23=0/3641 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 15, 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232396A08Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:57 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 812 =3x10 =4x16 =5x9 =3x6 =3x4 =MT18HS 8x14 =3x8 =8x8 =4x6 =4x6 =8x8 =6x12 =4x6 =2x4 =2x4 =2x4 =2x4 =5x6 =5x6 =3x4 =3x6 =3x6 =3x4 =3x6 =5x6 =2x4 =2x4 =2x4 =4x6 =2x8 25 141 1317161815 122 23 22 21 20 1924 11 3 54 10 9 6 7 8 1-4-4 -1-4-4 1-4-4 46-0-4 2-4-14 7-3-14 3-8-11 31-11-15 2-5-4 44-8-0 5-0-8 42-2-12 5-4-3 20-8-1 5-2-4 37-2-4 4-11-0 4-11-0 7-7-3 28-3-4 8-0-0 15-3-14 0-0-5 44-4-8 0-3-8 44-8-0 0-9-4 0-9-4 1-2-14 16-5-0 1-11-8 30-4-8 1-11-11 44-4-3 1-9-3 32-1-11 2-4-14 7-2-2 4-1-5 20-6-5 4-0-0 4-9-4 5-0-8 37-2-4 5-2-4 42-4-8 8-0-0 15-2-2 7-10-11 28-5-012-3-01-8-50-2-27-7-67-7-60-2-27-9-84-5-812-3-00-3-150-3-151-0-11-4-00-8-02-0-0Scale = 1:98.6 Plate Offsets (X, Y):[4:0-11-7,Edge], [6:0-5-0,0-3-0], [8:0-3-0,0-2-1], [12:0-3-0,0-1-8], [14:0-2-13,0-1-0], [18:0-2-0,0-0-4], [19:0-1-10,Edge], [22:0-3-8,0-1-8], [25:0-5-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.21 20-22 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.98 Vert(CT)-0.50 19-20 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.31 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 292 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6,6-8:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 26-27,28-14:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 25-2:2x10 SPNo.2, 19-6:2x4 SPF No.2, 27-18:2x6 SPFNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25. WEBS 1 Row at midpt 5-20, 7-18, 6-19 REACTIONS (lb/size)14=1855/0-3-8, 25=1870/0-9-4 Max Horiz 25=6 (LC 4) Max Grav 14=1878 (LC 8), 25=1889 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/111, 2-3=-2854/0, 3-4=-2600/0, 4-5=-3425/0, 5-6=-2837/0, 6-7=-1960/0, 7-8=-1727/0, 8-10=-2161/0, 10-11=-2431/0, 11-12=-2540/0, 12-13=0/96, 2-25=-1865/0, 12-14=-1835/0 BOT CHORD 24-25=-41/122, 23-24=0/2072, 22-23=0/1975, 20-22=0/3361, 19-20=0/1993, 17-18=0/1507, 16-17=0/1750, 15-16=0/1917, 14-15=-60/38, 18-19=0/1955 WEBS 3-24=0/180, 3-23=-161/22, 4-23=0/368, 5-22=-808/0, 5-20=-1948/0, 6-20=0/1530, 8-17=0/377, 10-17=-428/19, 10-16=0/263, 11-16=-180/17, 11-15=-70/64, 12-15=0/1927, 2-24=0/1977, 7-19=0/912, 7-18=-1276/0, 8-18=0/702, 6-19=-250/0, 4-22=0/1649 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 14, 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232397A09Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:58 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 812 =3x8 =4x16 =5x9 =3x6 =3x6 =3x8 =MT18HS 7x10 =4x6 =2x4 =6x8 =6x8 =4x6 =6x12 =4x6 =2x4 =2x4 =2x4 =2x4 =5x6 =5x6 =3x4 =3x6 =3x6 =3x4 =3x6 =5x6 =2x4 =2x4 =3x8 =2x4 =3x6 25 141 26 17 1618 15 2 13 23 22 21 20 1924 12 3 4 11 1065 7 8 9 0-1-12 44-4-8 1-4-4 -1-4-4 0-3-8 44-8-0 2-0-0 44-2-12 3-8-11 31-11-15 2-11-6 20-8-1 4-9-10 9-8-10 5-0-8 42-2-12 5-2-4 37-2-4 4-11-0 4-11-0 7-7-3 28-3-4 8-0-0 17-8-10 0-0-5 44-4-8 0-3-8 44-8-0 0-9-4 0-9-4 1-11-8 30-4-8 1-11-11 44-4-3 1-9-3 32-1-11 3-1-14 17-6-14 3-2-14 20-9-13 4-0-0 4-9-4 4-9-10 9-6-14 4-10-2 14-5-0 5-0-8 37-2-4 5-2-4 42-4-8 7-7-3 28-5-012-3-01-8-51-2-120-2-21-2-121-2-120-8-71-11-37-8-39-7-60-2-29-9-82-5-812-3-00-3-150-3-151-0-11-4-00-8-02-0-0Scale = 1:100.6 Plate Offsets (X, Y):[5:0-7-7,Edge], [6:0-5-4,0-3-12], [7:0-5-8,0-3-4], [9:0-3-0,0-2-1], [14:0-0-3,Edge], [18:0-2-0,0-0-4], [19:0-1-10,Edge], [25:0-4-0,0-0-3] 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 0.55 Vert(LL)-0.19 20-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.86 Vert(CT)-0.44 19-20 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.88 Horz(CT)0.29 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 296 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-6,6-7,7-9:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 27-28,29-14:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 25-2:2x10 SPNo.2, 28-18:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-9 max.): 5-6, 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25. WEBS 1 Row at midpt 6-23, 6-20, 8-18, 7-19 REACTIONS (lb/size)14=1749/0-3-8, 25=1866/0-9-4 Max Horiz 25=27 (LC 10) Max Grav 14=1803 (LC 8), 25=1884 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/111, 2-3=-2850/0, 3-5=-2464/0, 5-6=-1877/0, 6-7=-2731/0, 7-8=-1943/0, 8-9=-1712/0, 9-11=-2140/0, 11-12=-2392/0, 12-13=-2396/0, 2-25=-1856/0, 13-14=-1889/0 BOT CHORD 24-25=-45/109, 23-24=0/2061, 21-23=0/2547, 20-21=0/2545, 19-20=0/1988, 17-18=0/1494, 16-17=0/1718, 15-16=0/1808, 14-15=0/212, 18-19=0/1939 WEBS 3-24=0/275, 3-23=-354/16, 5-23=0/1076, 6-23=-1058/0, 6-21=0/215, 6-20=-1564/0, 7-20=0/1559, 9-17=0/360, 11-17=-405/24, 11-16=0/240, 12-16=-107/31, 12-15=-159/35, 13-15=0/1667, 2-24=0/1992, 8-19=0/911, 8-18=-1266/0, 9-18=0/705, 7-19=-263/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 14, 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232398A10Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:53:59 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 4.0912 812=6x12 =3x8 =6x12 =2x4 =3x6 =3x6 =3x8 =5x6 =3x6 =4x6 =3x8 =8x8 =MT18HS 10x12 =3x6 =4x6 =5x6 =5x6 =2x4 =2x4 =2x4 =2x4 =5x6 =6x6 =3x6 =3x6 =6x10 =3x6 =5x6 =3x6 =3x4 =7x12 =2x4 =5x9 =5x6 =3x8 =2x4 =2x4 34 2326252724 1 33 32 31 30 29 22 39 21 201928 181716 2 15381314 3 4 12 6 75 8 9 10 11 2-6-15 0-6-10 20-8-1 0-10-4 52-1-4 0-1-12 51-3-0 3-4-5 47-10-9 3-5-3 31-11-15 3-8-12 24-4-12 4-0-0 16-1-7 4-0-0 20-1-7 4-2-0 28-6-12 3-2-11 51-1-4 3-8-6 39-4-12 3-6-6 8-5-6 3-8-2 12-1-7 3-8-6 35-8-6 5-1-8 44-6-4 4-11-0 4-11-0 0-7-12 51-3-0 0-9-4 0-9-4 0-1-12 29-1-2 1-9-3 32-1-11 0-3-8 44-8-0 0-6-6 28-11-6 1-3-6 30-4-8 2-0-0 44-4-8 2-10-0 42-4-8 2-10-7 50-7-4 3-0-13 47-8-13 4-0-4 28-5-0 4-5-1 24-4-12 4-0-0 4-9-4 7-2-7 11-11-11 7-4-13 39-6-8 8-0-0 19-11-1112-3-01-8-51-3-51-3-32-0-00-2-26-1-06-1-05-6-611-7-60-2-211-9-80-5-812-3-00-3-150-3-151-0-11-4-00-8-02-0-0Scale = 1:118.1 Plate Offsets (X, Y):[1:0-3-4,0-3-0], [5:0-3-0,0-2-1], [8:0-9-12,0-3-8], [11:0-3-0,0-2-1], [13:0-7-12,0-3-0], [15:0-7-4,0-2-0], [27:0-2-0,0-0-4], [34:0-4-0,0-0-3] 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 0.70 Vert(LL)-0.15 30 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.36 30-32 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.25 23 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 369 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,8-11:2x6 SPFNo.2, 7-8:2x8 SP No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-28,23-14,35-36:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 36-27:2x6 SPFNo.2 OTHERS 2x10 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 5-7, 8-11, 13-15, 16-20. BOT CHORD Rigid ceiling directly applied or 2-10-8 oc bracing. WEBS 1 Row at midpt 6-32, 7-30, 9-28, 12-26, 12-25, 13-22, 8-29, 10-27 REACTIONS (lb/size)19=-132/0-3-0, 23=2609/0-3-8, 34=1694/0-9-4 Max Horiz 34=-72 (LC 5) Max Uplift 19=-161 (LC 9) Max Grav 19=58 (LC 13), 23=2781 (LC 8), 34=1739 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2793/0, 2-4=-2814/0, 4-5=-2174/0, 5-6=-1659/0, 6-7=-1999/0, 7-8=-1728/0, 8-9=-1891/0, 9-10=-1732/0, 10-11=-1509/0, 11-12=-1845/0, 12-13=-1682/6, 13-14=0/805, 14-15=0/829, 15-16=-49/413, 16-17=-17/86, 17-18=0/64, 1-34=-1760/0, 16-20=-7/112 BOT CHORD 33-34=-42/196, 32-33=0/1768, 30-32=0/1840, 29-30=0/1880, 28-29=0/1790, 10-28=0/925, 26-27=0/1302, 25-26=0/1334, 24-25=0/1217, 23-24=-66/0, 22-23=-2694/0, 14-22=-305/29, 21-22=-234/68, 20-21=-241/65, 19-20=0/0, 27-28=0/1686 WEBS 2-33=-260/65, 4-33=0/643, 4-32=-392/42, 5-32=0/1137, 6-32=-681/0, 6-30=0/186, 7-30=-508/0, 9-28=-423/0, 11-26=-3/243, 12-26=-85/94, 12-25=-283/0, 13-25=0/413, 13-24=-415/0, 22-24=0/1065, 13-22=-2260/0, 15-22=-943/0, 15-21=0/213, 1-33=0/1920, 9-29=0/329, 8-29=-255/0, 8-30=0/478, 11-27=0/730, 10-27=-1193/0, 17-19=-89/116 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 23, 34 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 19. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 42 lb up at 44-9-4, and 54 lb down and 42 lb up at 45-10-0, and 138 lb down and 113 lb up at 47-10-9 on top chord, and 24 lb down and 6 lb up at 44-6-4, and 24 lb down and 6 lb up at 45-10-0, and 80 lb down and 23 lb up at 47-10-0 on bottom chord. The design/selection of such connection device(s) is theresponsibility 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) Job Truss Truss Type Qty Ply WF99 S I47232399A11Piggyback Base Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:00 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Vert: 1-5=-60, 5-7=-60, 7-8=-60, 8-11=-60,11-13=-60, 13-15=-60, 15-16=-60, 16-18=-60, 33-34=-20, 28-33=-20, 24-27=-20, 23-24=-20, 19-22=-20, 27-28=-20 Concentrated Loads (lb) Vert: 15=-3 (F), 23=-9 (F), 14=-1 (F), 21=-29 (F), 38=-1 (F), 39=-9 (F) Job Truss Truss Type Qty Ply WF99 S I47232399A11Piggyback Base Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:00 Page: 2 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 812=6x14 =3x8 =5x9 =3x6 =3x6 =3x8 =6x6 =3x6 =4x6 =3x6 =4x6 =4x6 =5x9 =5x6 =5x6 =6x6 =3x6 =5x6 =5x6 =5x9 =5x6 =4x6 =3x4 =6x10 =5x9 =4x6 =3x4 30 20 23 22 2124 1 28 27 26 19 18172529 161514 2 3 10 11 12 13 5 6 7 84 9 0-11-8 45-5-12 0-10-4 52-1-4 0-1-12 51-3-0 2-3-8 44-6-4 2-10-13 31-11-15 5-2-13 42-2-12 5-5-2 23-6-4 5-5-2 18-1-3 5-6-14 29-1-2 4-11-0 4-11-0 5-0-0 36-11-15 5-7-8 51-1-4 7-9-1 12-8-1 0-0-5 44-4-8 0-7-12 51-3-0 0-9-4 0-9-4 1-5-2 30-4-8 0-3-8 44-8-0 1-11-11 44-4-3 1-9-3 32-1-11 2-5-1 14-11-6 4-0-0 4-9-4 5-0-0 37-1-11 5-2-13 42-4-8 5-10-5 20-9-12 5-11-4 50-7-4 7-9-1 12-6-5 8-1-10 28-11-612-3-01-8-51-3-52-0-08-1-08-1-04-2-012-3-00-3-150-3-151-0-11-4-00-8-02-0-0Scale = 1:95 Plate Offsets (X, Y):[9:0-3-0,0-2-1], [13:0-3-0,0-1-12], [19:0-3-12,0-2-8], [24:0-2-0,0-0-4], [25:0-1-13,0-1-0], [30:0-4-0,0-0-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.16 25-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.38 25-26 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.86 Horz(CT)0.22 20 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 346 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-7,7-9:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 8-25,20-12,31-32,33-20:2x4 SPF Stud/No.3, 21-20:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 30-1:2x10 SP No.2, 32-24:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-4-1 max.): 4-9, 10-13, 14-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22,18-19 2-5-8 oc bracing: 19-20. WEBS 1 Row at midpt 2-28, 5-28, 6-25, 9-23, 10-22, 11-19, 8-24 REACTIONS (lb/size)17=-428/0-3-0, 20=2892/0-3-8, 30=1653/0-9-4 Max Horiz 30=-72 (LC 5) Max Uplift 17=-472 (LC 8) Max Grav 17=-67 (LC 10), 20=2992 (LC 8), 30=1697 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2782/0, 2-4=-2147/0, 4-5=-1593/0, 5-6=-1841/0, 6-8=-1585/0, 8-9=-1398/0, 9-10=-1694/0, 10-11=-1126/0, 11-12=0/834, 12-13=0/833, 13-14=-26/211, 14-15=0/215, 15-16=0/64, 1-30=-1702/0, 14-18=-451/73 BOT CHORD 29-30=-32/135, 28-29=0/2088, 26-28=0/1707, 25-26=0/1726, 8-25=0/1111, 23-24=0/1178, 22-23=0/1107, 21-22=-146/13, 20-21=-84/0, 19-20=-2954/0, 12-19=-66/0, 18-19=-716/0, 17-18=0/0, 24-25=0/1572 WEBS 2-29=0/380, 2-28=-642/25, 4-28=0/816, 5-28=-441/0, 5-26=0/190, 6-26=0/163, 6-25=-502/0, 9-23=-93/16, 10-23=0/135, 10-22=-1438/0, 11-22=0/1971, 11-21=0/152, 19-21=-93/31, 11-19=-2014/0, 13-19=-1026/0, 1-29=0/2002, 8-24=-1308/0, 9-24=0/807, 15-17=-46/261, 13-18=0/965 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 20, 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 17. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232400A12Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:01 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=6x12 =3x8 =6x12 =2x4 =3x6 =3x6 =3x8 =5x6 =4x6 =4x6 =3x6 =4x6 =4x6 =6x12 =3x4 =8x8 =6x6 =5x9 =5x9 =3x6 =6x12 =6x8 =4x6 =4x6 =3x6 =2x4 =2x4 31 2524 23 22 21 1 30 29 28 27 26 20 19 18 17 161514 2 11 32 12103413 6 7 8 95 0-10-4 52-1-4 0-1-12 51-3-0 2-7-12 43-1-0 4-2-15 40-5-4 3-9-10 8-8-10 3-11-6 12-8-1 4-2-6 36-2-6 4-11-0 4-11-0 6-4-2 25-4-5 6-4-2 19-0-3 6-7-10 31-11-15 8-0-4 51-1-4 0-4-4 45-0-4 0-7-12 51-3-0 0-9-4 0-9-4 1-0-0 31-8-7 4-1-3 40-5-4 4-2-12 44-8-0 4-0-0 4-9-4 4-5-13 22-2-4 4-7-10 36-4-2 5-2-2 17-8-7 5-7-0 50-7-4 7-9-1 12-6-5 8-6-3 30-8-712-3-01-8-51-3-52-0-01-4-08-9-08-9-01-4-010-1-02-2-012-3-00-3-150-3-151-8-12-0-0Scale = 1:95 Plate Offsets (X, Y):[1:0-3-4,0-3-0], [5:0-3-0,0-2-1], [9:Edge,0-3-8], [21:Edge,0-3-8], [31:0-4-0,0-0-3] 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 0.63 Vert(LL)-0.16 27-29 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.96 Vert(CT)-0.38 27-29 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.82 Horz(CT)0.18 21 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 337 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7,10-12,7-9:2x6SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-24,21-12:2x4 SPF Stud/No.3, 25-21,28-26:2x4 SP 2400F 2.0E WEBS 2x4 SPF Stud/No.3 OTHERS 2x10 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-5 max.): 5-9, 10-12, 14-18. BOT CHORD Rigid ceiling directly applied or 2-5-1 oc bracing. Except: 10-0-0 oc bracing: 24-26 WEBS 1 Row at midpt 6-29, 8-26, 10-23, 11-22, 11-20 REACTIONS (lb/size)17=-459/0-3-0, 21=3042/0-3-8, 31=1656/0-9-4 Max Horiz 31=-111 (LC 9) Max Uplift 17=-517 (LC 8) Max Grav 17=-60 (LC 10), 21=3116 (LC 8), 31=1693 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2740/0, 2-3=-2769/0, 3-5=-2083/0, 5-6=-1570/0, 6-8=-1837/0, 8-9=-1368/0, 9-10=-1773/0, 10-11=-958/14, 11-12=0/810, 12-13=-105/0, 12-14=0/1107, 14-15=0/252, 15-16=0/64, 1-31=-1727/0, 14-18=0/427 BOT CHORD 30-31=-19/220, 29-30=0/1725, 27-29=0/1760, 26-27=0/1695, 24-26=0/127, 9-26=0/740, 24-25=0/0, 23-24=-76/0, 22-23=0/257, 21-22=-41/0, 20-21=-3079/0, 12-20=-1023/0, 19-20=-805/0, 18-19=-50/1, 17-18=0/0 WEBS 2-30=-272/67, 3-30=0/682, 3-29=-436/34, 5-29=0/968, 6-29=-486/0, 6-27=-1/145, 8-27=0/285, 8-26=-736/0, 10-23=-1768/0, 1-30=0/1886, 11-22=-54/69, 14-19=-795/0, 11-20=-1990/0, 20-22=0/320, 11-23=0/1580, 10-26=0/567, 23-26=0/1064, 15-17=-41/318 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 31 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 517 lb uplift at joint 17. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232401A13Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:01 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=6x14 =3x8 =6x6 =3x6 =3x6 =3x8 =6x6 =3x6 =4x9 =2x4 =4x6 =2x4 =4x9 =6x8 =3x4 =6x8 =6x12 =3x8 =MT18HS 3x8=3x4 =7x12=2x4 =2x4 =6x8 =3x6 =3x6 =4x9 =3x4 =2x4 =2x4 31 24 23 22 1 29 2827 26 21 20 19 1830 25 171615 2 14 3 1011 129 1385674 0-10-4 52-1-4 0-1-12 51-3-0 0-1-12 40-10-12 0-4-12 40-9-0 4-1-14 40-4-4 4-2-6 36-2-6 4-3-4 51-1-4 4-11-0 4-11-0 5-11-4 46-10-0 6-4-2 25-6-1 6-5-14 31-11-15 6-5-14 19-1-15 7-9-1 12-8-1 0-7-12 51-3-0 0-9-4 0-9-4 4-1-14 40-6-0 4-2-2 36-4-2 4-3-15 44-9-15 4-0-0 4-9-4 5-9-5 50-7-4 6-4-2 25-6-1 6-7-10 19-1-15 6-7-15 32-2-0 7-9-1 12-6-512-3-01-8-51-3-52-0-03-3-58-9-08-9-03-3-512-0-50-2-1112-3-00-3-150-3-151-8-12-0-0Scale = 1:95 Plate Offsets (X, Y):[25:0-6-4,0-4-8], [31:0-4-0,0-0-3] 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 0.73 Vert(LL)-0.11 29-30 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.26 29-30 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.77 Horz(CT)0.14 22 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 335 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6,9-12,6-8:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 8-24,22-10:2x4 SPF Stud/No.3, 24-22:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 31-1:2x10 SPNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-6 max.): 4-8, 9-12, 15-19. BOT CHORD Rigid ceiling directly applied or 3-1-0 oc bracing. Except: 1 Row at midpt 8-25 WEBS 1 Row at midpt 2-29, 5-29, 5-26, 7-26, 9-23, 9-21, 12-21 REACTIONS (lb/size)18=85/0-3-0, 22=2544/0-3-8, 31=1489/0-9-4 Max Horiz 31=35 (LC 4) Max Uplift 18=-16 (LC 9) Max Grav 18=112 (LC 6), 22=2629 (LC 8), 31=1536 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2475/0, 2-4=-1874/0, 4-5=-1386/0, 5-7=-1368/0, 7-8=-1368/0, 8-9=-1107/34, 9-10=0/665, 10-11=0/666, 11-12=0/666, 12-13=-94/48, 12-15=0/376, 15-16=-31/88, 16-17=0/64, 1-31=-1522/0, 15-19=-48/173 BOT CHORD 30-31=-10/93, 29-30=0/1816, 27-29=0/1424, 26-27=0/1424, 25-26=0/751, 24-25=0/68, 8-25=-483/0, 23-24=-31/0, 22-23=-8/0, 21-22=-2590/0, 10-21=-251/20, 20-21=-253/21, 19-20=0/152, 18-19=0/0 WEBS 2-30=0/375, 2-29=-617/2, 4-29=0/637, 5-29=-264/0, 5-27=0/241, 5-26=-304/0, 7-26=-420/30, 8-26=0/948, 23-25=0/301, 9-25=0/894, 9-23=-189/0, 21-23=0/288, 9-21=-1742/0, 12-21=-858/0, 12-20=0/285, 15-20=-407/21, 1-30=0/1771, 16-18=-149/91, 11-13=-91/23 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 31 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 18. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232402A14APiggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:02 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=6x14 =3x8 =6x6 =3x6 =3x6 =3x8 =6x6 =3x6 =4x9 =2x4 =4x6 =2x4 =4x9 =6x8 =3x4 =6x8 =6x12 =3x8 =MT18HS 3x8=3x4 =7x12 =6x6 =3x6 =4x9 =3x4 =2x4 =2x4 28 21 20 19 1 26 2524 23 18 17 16 1527 22 141312 2 3 109 11 85674 0-10-4 52-1-4 0-1-12 51-3-0 4-1-14 40-4-4 4-3-15 44-8-3 4-2-6 36-2-6 4-11-0 4-11-0 6-4-2 25-6-1 6-5-14 31-11-15 6-5-14 19-1-15 6-5-1 51-1-4 7-9-1 12-8-1 0-7-12 51-3-0 0-9-4 0-9-4 4-1-14 40-6-0 4-2-2 36-4-2 4-3-15 44-9-15 4-0-0 4-9-4 5-9-5 50-7-4 6-4-2 25-6-1 6-7-10 19-1-15 6-7-15 32-2-0 7-9-1 12-6-512-3-01-8-51-3-52-0-08-9-08-9-03-6-012-3-00-3-150-3-151-8-12-0-0Scale = 1:95 Plate Offsets (X, Y):[22:0-6-4,0-4-8], [28:0-4-0,0-0-3] 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 0.73 Vert(LL)-0.11 26-27 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.26 26-27 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.77 Horz(CT)0.14 19 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 326 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6,9-11,6-8:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 8-21,19-10:2x4 SPF Stud/No.3, 21-19:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 28-1:2x10 SPNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-11 max.): 4-8, 9-11, 12-16. BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. Except: 1 Row at midpt 8-22 WEBS 1 Row at midpt 2-26, 5-26, 5-23, 7-23, 9-20, 9-18, 11-18 REACTIONS (lb/size)15=58/0-3-0, 19=2577/0-3-8, 28=1482/0-9-4 Max Horiz 28=-72 (LC 5) Max Uplift 15=-21 (LC 9) Max Grav 15=102 (LC 6), 19=2667 (LC 8), 28=1521 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2481/0, 2-4=-1860/0, 4-5=-1375/0, 5-7=-1336/0, 7-8=-1336/0, 8-9=-1050/1, 9-10=0/706, 10-11=0/707, 11-12=0/411, 12-13=-32/86, 13-14=0/64, 1-28=-1526/0, 12-16=-26/187 BOT CHORD 27-28=-33/131, 26-27=0/1859, 24-26=0/1410, 23-24=0/1410, 22-23=0/727, 21-22=0/68, 8-22=-512/0, 20-21=-32/0, 19-20=-9/0, 18-19=-2628/0, 10-18=-259/0, 17-18=-264/17, 16-17=0/136, 15-16=0/0 WEBS 2-27=0/375, 2-26=-633/24, 4-26=0/634, 5-26=-252/0, 5-24=0/241, 5-23=-323/0, 7-23=-420/30, 8-23=0/967, 20-22=0/266, 9-22=0/907, 9-20=-157/0, 18-20=0/255, 9-18=-1771/0, 11-18=-890/0, 11-17=0/283, 12-17=-408/19, 1-27=0/1776, 13-15=-151/87 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 15. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232403A14BPiggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:03 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=6x14 =3x8 =5x6 =3x6 =3x8 =5x6 =4x9 =2x4 =3x6 =3x8 =2x4 =4x6 =4x6 =3x6 =6x8 =3x4 =6x12 =6x12 =3x8 =6x12 =MT18HS 3x8 =5x6 =3x6 =6x6 =3x4 =3x4 =2x4 =2x4 29 21 20 19 27 26 25 24 23 17 161528 22 18 141312 1 109 11 2 845673 5-9-5 0-10-4 52-1-4 0-1-12 51-3-0 2-5-1 7-4-1 4-1-14 40-4-4 4-3-15 44-8-3 4-2-6 36-2-6 6-1-2 25-9-2 6-1-2 19-8-0 4-11-0 4-11-0 6-2-14 13-6-14 6-2-14 31-11-15 6-5-1 51-1-4 0-7-12 51-3-0 0-9-4 0-9-4 2-5-1 7-2-5 4-0-7 44-6-7 4-1-14 40-6-0 4-2-2 36-4-2 4-0-0 4-9-4 6-0-13 50-7-4 6-1-2 25-9-2 6-1-2 19-8-0 6-4-10 13-6-14 6-4-14 32-2-012-3-06-1-101-3-51-3-32-0-08-9-08-9-03-6-012-3-00-3-150-3-151-8-12-0-0Scale = 1:95 Plate Offsets (X, Y):[3:0-3-0,0-2-1], [11:Edge,0-3-8], [29:0-4-0,0-0-3] 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 0.45 Vert(LL)-0.08 24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.16 24-26 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.11 19 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 366 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-6,9-11,6-8:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 8-21,19-10:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 29-1:2x10 SPNo.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-14 max.): 3-8, 9-11, 12-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,17-18 3-5-15 oc bracing: 18-19. 1 Row at midpt 8-22 WEBS 1 Row at midpt 4-27, 5-24, 7-23, 9-20, 9-18 REACTIONS (lb/size)15=380/0-3-0, 19=2169/0-3-8, 29=1568/0-9-4 Max Horiz 29=135 (LC 4) Max Uplift 15=-13 (LC 10) Max Grav 15=393 (LC 8), 19=2208 (LC 8), 29=1617 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1209/0, 2-3=-1334/0, 3-4=-1013/4, 4-5=-1704/0, 5-7=-1704/0, 7-8=-1573/0, 8-9=-1458/9, 9-10=-9/174, 10-11=-170/89, 11-12=-266/85, 12-13=-105/4, 13-14=0/64, 1-29=-1592/0, 12-16=-235/94 BOT CHORD 28-29=-75/74, 27-28=0/821, 26-27=0/1436, 24-26=0/1436, 23-24=0/1471, 22-23=0/1003, 21-22=0/71, 8-22=-214/0, 20-21=-22/1, 19-20=0/13, 18-19=-2166/0, 10-18=-656/0, 17-18=-175/0, 16-17=0/118, 15-16=0/0 WEBS 2-28=-651/0, 2-27=0/402, 3-27=0/562, 4-27=-966/0, 4-26=0/260, 4-24=0/318, 5-24=-367/24, 7-24=0/250, 7-23=-607/0, 20-22=0/703, 9-22=0/736, 9-20=-549/2, 18-20=0/679, 9-18=-1421/0, 10-17=0/501, 11-17=-269/0, 1-28=0/1047, 8-23=0/869, 13-15=-225/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 15. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232404A15Piggyback Base 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:04 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 =3x6 =4x6 =5x6 =3x6 =5x9 =3x6 =3x6 =5x6 =6x8 =3x8 =3x6 =3x8 =3x6 =3x6 =4x9 =6x6 =3x6 =4x6 =3x4 =6x12 =5x9 =3x8 27 15 14 132526 1 23 22 21 20 19 18 17 16 24 2 12 3 4 11 5 106789 2-0-11 41-8-7 2-5-8 2-5-8 2-3-13 39-7-12 6-1-2 25-0-0 6-1-2 31-1-2 6-2-14 18-10-14 6-2-14 37-3-15 5-0-1 12-8-1 5-2-8 7-8-0 4-1-9 45-10-0 0-7-4 0-7-4 1-8-8 2-3-12 0-0-5 37-6-0 2-6-0 27-6-0 2-3-8 10-1-4 2-8-9 12-9-13 2-0-0 39-6-0 2-10-12 25-0-0 3-2-6 22-1-4 3-7-2 31-1-2 5-6-0 7-9-12 6-1-2 18-10-14 6-4-10 37-5-11 6-4-0 45-10-01-8-55-1-152-0-012-3-00-10-40-10-41-1-122-0-0Scale = 1:86.9 Plate Offsets (X, Y):[5:0-6-0,0-1-12], [10:0-4-4,0-2-0], [12:Edge,0-1-8], [25:0-7-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.13 20-22 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.28 20-22 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.73 Horz(CT)0.20 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 311 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-14:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-3 max.): 5-10, 11-12. Except: 3-11-0 oc bracing: 11-12 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 11-16 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 6-22, 7-22, 7-18, 9-18, 10-17, 12-13 JOINTS 1 Brace at Jt(s): 12, 16 REACTIONS (lb/size)13=1858/0-5-8, 27=1828/0-7-4 Max Horiz 27=-62 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2085/0, 2-3=-2305/0, 3-5=-2463/0, 5-6=-2061/0, 6-7=-2061/0, 7-9=-1872/0, 9-10=-1873/0, 10-11=-1739/0, 11-12=-1736/0, 1-27=-1806/0, 12-13=-1805/0 BOT CHORD 26-27=-53/102, 25-26=0/1617, 24-25=0/1866, 23-24=0/1695, 22-23=0/1697, 20-22=0/2105, 18-20=0/2105, 17-18=0/1294, 16-17=0/1238, 14-16=0/216, 11-16=-495/0, 14-15=0/0, 13-14=0/37 WEBS 2-26=-385/9, 2-25=0/88, 3-25=-738/0, 3-24=0/353, 5-23=0/223, 5-22=0/674, 6-22=-368/25, 7-22=-97/0, 7-20=0/238, 7-18=-467/0, 9-18=-378/28, 10-18=0/1067, 10-17=-79/79, 11-17=0/209, 1-26=0/1645, 12-16=0/1342, 13-16=-47/66, 5-24=0/506 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232405A16Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:04 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f PROVIDE DIAGONAL BRACING OR ALTERNATE MEANS TO PREVENT RACKING OF FILLER (BY OTHERS) July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=3x6 =5x9 =6x12 =2x4 =3x6 =3x6 =MT18HS 5x10 =3x6 =3x6 =3x8 =2x4 =3x6 =2x4 =3x8 =3x6 =2x4 =4x9 =3x6 =4x6 =3x4 =8x16 =5x9 =5x9 =5x6 =3x4 25 16 15 14 1 24 23 22 21 20 19 18 17 2 3 134 5 1267891011 4-3-5 41-11-1 3-10-10 8-7-10 4-0-6 12-8-1 4-9-0 4-9-0 6-2-8 31-3-8 6-2-8 25-1-0 6-2-8 18-10-9 6-4-4 37-7-12 3-10-15 45-10-0 0-7-4 0-7-4 4-0-11 45-10-0 4-3-5 41-9-5 4-0-0 4-7-4 6-0-12 18-10-9 6-2-8 31-3-8 6-2-8 25-1-0 6-2-8 37-6-0 8-2-9 12-9-131-8-58-11-142-0-012-3-02-0-0Scale = 1:82.4 Plate Offsets (X, Y):[1:0-3-4,0-1-8], [5:0-8-0,0-1-12], [12:0-7-4,0-2-0], [13:0-2-12,0-1-8], [14: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 0.65 Vert(LL)-0.17 19-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.38 23-24 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.98 Horz(CT)0.26 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 298 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-16:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 14-13:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-5 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 11-17 WEBS 1 Row at midpt 6-21, 7-21, 7-18, 9-18, 13-14 WEBS 2 Rows at 1/3 pts 12-15 REACTIONS (lb/size)14=1822/0-5-8, 25=1822/0-7-4 Max Horiz 25=-136 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3095/0, 2-3=-3070/0, 3-5=-2262/0, 5-6=-2049/0, 6-7=-2049/0, 7-9=-1846/0, 9-11=-1846/0, 11-12=-1281/0, 12-13=-856/50, 1-25=-1822/0, 13-14=-1781/0 BOT CHORD 24-25=-34/207, 23-24=0/1916, 21-23=0/1692, 19-21=0/2089, 18-19=0/2089, 17-18=0/1263, 16-17=0/72, 11-17=-1206/0, 15-16=-7/15, 14-15=-88/108 WEBS 2-24=-258/71, 3-24=0/757, 3-23=-440/27, 5-23=0/544, 5-21=0/660, 6-21=-374/26, 7-21=-95/0, 7-19=0/249, 7-18=-494/0, 9-18=-384/27, 11-18=0/1055, 15-17=0/589, 12-17=0/1778, 12-15=-1412/0, 1-24=0/2212,13-15=0/1329 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)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)Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232406A17Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:05 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=3x4 =5x6 =6x12 =2x4 =3x6 =3x6 =MT18HS 5x10 =3x6 =3x6 =3x8 =2x4 =3x6 =2x4 =3x8 =3x6 =2x4 =4x9 =3x6 =4x9 =3x4 =6x8 =3x4 =4x9 =3x8 =5x6 =4x6 26 17 16 1 25 24 23 22 21 20 19 18 2 3 15 14 134 5 1267891011 1-7-0 26-8-1 2-11-11 37-7-12 3-4-9 34-8-1 4-3-5 41-11-1 4-7-7 31-3-8 3-10-10 8-7-10 3-10-15 45-10-0 4-0-6 12-8-1 4-9-0 4-9-0 6-2-8 25-1-0 6-2-8 18-10-9 0-7-4 0-7-4 4-0-0 4-7-4 6-0-12 18-10-9 6-2-8 25-1-0 6-2-8 31-3-8 6-2-8 37-6-0 8-2-9 12-9-13 0-3-8 37-9-8 3-10-0 41-7-8 4-2-8 45-10-012-3-01-8-50-4-142-0-08-7-08-7-08-7-03-8-012-3-02-0-02-0-06-7-08-7-0Scale = 1:84.9 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [5:0-8-4,0-2-0], [12:0-4-4,0-2-0], [13:Edge,0-0-5], [18:0-6-4,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.14 24-25 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.34 24-25 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.20 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 283 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 11-17,16-14:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-4 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,13-14 3-7-7 oc bracing: 14-16. WEBS 1 Row at midpt 6-22, 7-19, 9-19 JOINTS 1 Brace at Jt(s): 15 REACTIONS (lb/size)16=2020/0-3-8, 26=1635/0-7-4 Max Horiz 26=-144 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2760/0, 2-3=-2771/0, 3-5=-1958/0, 5-6=-1709/0, 6-7=-1709/0, 7-9=-1260/0, 9-11=-1260/0, 11-12=0/199, 12-13=-34/282, 1-26=-1639/0 BOT CHORD 25-26=-160/222, 24-25=0/1692, 22-24=0/1456, 20-22=0/1621, 19-20=0/1621, 18-19=0/547, 17-18=0/78, 15-18=-762/0, 11-15=-786/0, 16-17=-9/1, 14-16=-1982/0, 14-15=-12/7, 13-14=-147/40 WEBS 2-25=-260/70, 3-25=-33/792, 3-24=-458/58, 5-24=0/544, 5-22=0/442, 6-22=-375/26, 7-22=-10/137, 7-20=0/250, 7-19=-715/0, 9-19=-380/28, 11-19=0/1299, 16-18=0/14, 1-25=0/1959, 11-14=-959/0, 14-18=0/1030,12-14=-384/34 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232407A18PIGGYBACK BASE 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:05 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=3x4 =4x6 =6x12 =2x4 =3x6 =3x6 =MT18HS 5x10 =3x6 =3x6 =3x8 =2x4 =3x6 =2x4 =3x8 =3x6 =2x4 =4x9 =3x6 =4x9 =3x4 =6x8 =3x4 =4x9 =3x8 =5x6 =4x6 27 18 17 1 2 26 25 24 23 22 21 20 19 3 4 5 16 15 14 6 13789101112 1-4-4 -1-4-4 1-7-0 26-8-1 2-11-11 37-7-12 3-4-9 34-8-1 4-3-5 41-11-1 4-7-7 31-3-8 3-10-10 8-7-10 3-10-15 45-10-0 4-0-6 12-8-1 6-2-8 25-1-0 6-2-8 18-10-9 4-9-0 4-9-0 0-7-4 0-7-4 4-0-0 4-7-4 6-0-12 18-10-9 6-2-8 25-1-0 6-2-8 31-3-8 6-2-8 37-6-0 8-2-9 12-9-13 0-3-8 37-9-8 3-10-0 41-7-8 4-2-8 45-10-012-3-01-8-50-4-142-0-08-7-08-7-08-7-03-8-012-3-02-0-02-0-06-7-08-7-0Scale = 1:87 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [6:0-8-4,0-2-0], [13:0-4-4,0-2-0], [14:Edge,0-0-5], [19:0-6-4,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.14 25-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.34 25-26 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.20 17 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 285 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-18,17-15:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. WEBS 1 Row at midpt 7-23, 8-20, 10-20 JOINTS 1 Brace at Jt(s): 16 REACTIONS (lb/size)17=2018/0-3-8, 27=1727/0-7-4 Max Horiz 27=164 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-2739/0, 3-5=-2750/0, 5-6=-1953/0, 6-7=-1706/0, 7-8=-1706/0, 8-10=-1258/0, 10-12=-1258/0, 12-13=0/199, 13-14=-34/282, 2-27=-1712/0 BOT CHORD 26-27=-173/209, 25-26=0/1685, 23-25=0/1451, 21-23=0/1619, 20-21=0/1619, 19-20=0/546, 18-19=0/78, 16-19=-761/0, 12-16=-785/0, 17-18=-9/1, 15-17=-1980/0, 15-16=-12/7, 14-15=-147/40 WEBS 3-26=-256/69, 5-26=-37/774, 5-25=-452/60, 6-25=0/539, 6-23=0/444, 7-23=-375/26, 8-23=-11/135, 8-21=0/250, 8-20=-713/0, 10-20=-380/28, 12-20=0/1297, 17-19=0/14, 2-26=0/1974, 12-15=-958/0, 15-19=0/1028, 13-15=-384/34 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232408A19PIGGYBACK BASE 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:06 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=3x4 =4x6 =6x12 =2x4 =3x6 =3x6 =MT18HS 5x10 =3x6 =3x6 =3x8 =2x4 =3x6 =2x4 =3x8 =3x6 =2x4 =4x9 =2x4 =2x4 =3x6 =2x4 =2x4 =5x6 =4x9 =6x8 =3x4 =4x9 =3x8 =5x6 =4x6 27 18 17 1 2 26 25 24 23 22 21 20 19 3 4 5 16 15 14 6 13789101112 1-4-4 -1-4-4 1-7-0 26-8-1 2-11-11 37-7-12 3-4-9 34-8-1 4-3-5 41-11-1 4-7-7 31-3-8 3-10-10 8-7-10 3-10-15 45-10-0 4-0-6 12-8-1 6-2-8 25-1-0 6-2-8 18-10-9 4-9-0 4-9-0 0-7-4 0-7-4 1-7-0 25-1-0 1-9-8 37-6-0 0-1-12 31-10-4 2-3-5 18-10-9 0-5-0 31-8-8 3-9-7 16-7-4 3-10-4 35-8-8 4-0-0 4-7-4 4-7-7 23-6-0 6-2-8 31-3-8 0-3-8 37-9-8 8-2-9 12-9-13 3-10-0 41-7-8 4-2-8 45-10-012-3-01-8-50-4-142-0-08-7-08-7-08-7-03-8-012-3-02-0-02-0-06-7-08-7-0Scale = 1:95.1 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [6:0-8-4,0-2-0], [13:0-4-4,0-2-0], [14:Edge,0-0-5], [18:0-3-0,0-3-0], [19:0-6-4,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.14 25-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.34 25-26 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.87 Horz(CT)0.20 17 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 296 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-18,17-15,28-18:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. Except: 10-0-0 oc bracing: 18-19 WEBS 1 Row at midpt 7-23, 8-20, 10-20 JOINTS 1 Brace at Jt(s): 16, 19 REACTIONS (lb/size)17=2018/0-3-8, 27=1727/0-7-4 Max Horiz 27=164 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-2739/0, 3-5=-2750/0, 5-6=-1953/0, 6-7=-1706/0, 7-8=-1706/0, 8-10=-1258/0, 10-12=-1258/0, 12-13=0/199, 13-14=-34/282, 2-27=-1712/0 BOT CHORD 26-27=-173/209, 25-26=0/1685, 23-25=0/1451, 21-23=0/1619, 20-21=0/1619, 19-20=0/546, 18-19=0/78, 16-19=-761/0, 12-16=-785/0, 17-18=-9/1, 15-17=-1980/0, 15-16=-12/7, 14-15=-147/40 WEBS 3-26=-256/69, 5-26=-37/774, 5-25=-452/60, 6-25=0/539, 6-23=0/444, 7-23=-375/26, 8-23=-11/135, 8-21=0/250, 8-20=-713/0, 10-20=-380/28, 12-20=0/1297, 17-19=0/14, 2-26=0/1974, 12-15=-958/0, 15-19=0/1028, 13-15=-384/34 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232409A19APIGGYBACK BASE 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:07 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=3x4 =4x9 =5x9 =3x6 =3x6 =3x8 =MT18HS 7x10 =4x6 =3x4 =6x10 =6x6 =4x9 =MT18HS 7x10 =3x6 =2x4 =4x9 =3x6 =4x6 =4x9 =3x6 =MT18HS 3x8=3x4 =7x12 =6x6 =4x6 26 22 21 20 19 18 17 16 1 2 2425 23 3 4 15 14 6 75 8 9 10 11 1213 0-5-5 41-11-1 1-4-4 -1-4-4 1-2-6 18-0-1 1-11-10 13-5-4 3-4-6 16-9-10 3-10-15 45-10-0 4-9-0 4-9-0 7-8-12 41-5-12 7-10-8 33-9-0 7-10-8 25-10-9 6-8-10 11-5-10 0-7-4 0-7-4 1-11-10 13-3-8 4-2-8 45-10-0 4-0-0 4-7-4 4-6-13 17-10-5 6-8-10 11-3-14 7-10-8 33-9-0 7-10-8 41-7-8 8-0-4 25-10-912-3-01-8-50-4-142-0-08-7-00-2-211-0-1411-0-140-2-211-3-01-0-012-3-02-0-02-0-06-7-08-7-0Scale = 1:87.5 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [5:0-7-7,Edge], [8:0-7-0,0-3-0], [13:Edge,0-3-8], [14:Edge,0-0-5], [23:0-7-8,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.15 19-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.35 19-21 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.18 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 317 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 7-8,8-10,10-13:2x6SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-22,16-12:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 19-8,19-11:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-3 max.): 5-7, 8-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,14-153-3-14 oc bracing: 15-16. WEBS 1 Row at midpt 6-24, 7-21, 8-19, 9-19, 11-17, 11-15 REACTIONS (lb/size)16=2018/0-3-8, 26=1727/0-7-4 Max Horiz 26=164 (LC 10) Max Grav 16=2048 (LC 8), 26=1736 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-2907/0, 3-5=-2214/0, 5-6=-1647/0, 6-7=-1816/0, 7-8=-1755/0, 8-9=-1435/0, 9-11=-1435/0, 11-12=0/154, 12-13=0/138, 13-14=-31/288, 2-26=-1761/0 BOT CHORD 25-26=-165/223, 24-25=0/2229, 23-24=0/1781, 22-23=0/46, 6-23=0/532, 21-22=0/62, 19-21=0/1493, 17-19=0/891, 16-17=0/14, 15-16=-1978/0, 12-15=-508/7, 14-15=-149/37 WEBS 3-25=0/428, 3-24=-662/64, 5-24=0/981, 6-24=-681/0, 21-23=0/1767, 7-23=0/465, 7-21=-1399/0, 8-21=0/693, 8-19=-179/13, 9-19=-444/37, 11-19=0/910, 11-17=-818/3, 15-17=0/1320, 11-15=-1134/0, 13-15=-35/33, 2-25=0/2102 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 26 considers parallel to grain valueusing ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232410A20Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:07 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 812=6x12 =4x6 =4x6 =MT18HS 10x12 =4x6 =6x8 =8x8 =2x8 =MT18HS 9x14 =12x12 =8x8 =12x12 =2x8 =5x9 =6x6 =6x8 =MT18HS 10x20 =6x14 =2x8 =12x12 =10x10 =10x10 =6x8 =10x10 =MT18HS 4x8 1 2 22 21 20 19 18 17 26 24 2325 3 4 27 5 6 7 8 289 10 11 12 13 14 15 29 16 1-4-4 -1-4-4 1-4-8 12-1-12 2-3-10 4-9-0 3-3-8 15-5-4 2-3-14 10-9-4 2-5-6 2-5-6 4-8-2 20-1-5 3-8-6 8-5-6 4-9-14 24-11-3 5-1-13 35-4-9 5-3-9 30-2-12 6-2-15 41-7-8 0-7-4 0-7-4 3-0-0 15-3-8 3-10-2 12-3-8 3-10-2 8-5-6 4-0-0 4-7-4 4-9-14 24-11-3 4-9-14 20-1-5 5-1-13 35-4-9 5-3-9 30-2-12 6-2-15 41-7-810-10-111-8-510-8-010-8-02-0-0Scale = 1:78.3 Plate Offsets (X, Y): [2:Edge,0-6-4], [7:0-10-12,0-4-8], [8:0-3-8,0-5-12], [10:0-3-8,0-2-8], [14:0-3-8,0-5-0], [18:0-3-8,0-5-0], [20:0-10-4,0-5-0], [22:0-6-0,0-7-4], [23:0-6-12,0-8-4], [24:0-4-0,0-6-0], [25:0-6-0,0-7-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.21 20 >999 240 MT20 244/190 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.45 20 >999 180 MT18HS 197/144 TCDL 30.0 Rep Stress Incr NO WB 1.00 Horz(CT)0.12 17 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 30.0 Weight: 1844 lb FT = 0% LUMBER TOP CHORD 2x8 SP No.2 BOT CHORD 1-1/2X11-7/8 LP-LSL 1.75E WEBS 2x4 SPF Stud/No.3 *Except* 16-17:2x6 SPF No.2, 22-8,22-10,21-12:2x4 SPF No.2, 22-9,10-21,13-19,19-14,14-18,18-16:2x4 SPF-S 1650F 1.6E, 12-20:2x10 SP No.2, 19-12:2x4 SP 2400F 2.0E SLIDER Left 2x4 SPF Stud/No.3 -- 3-4-14 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc purlins, except end verticals, and2-0-0 oc purlins (6-0-0 max.): 7-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 16-17 REACTIONS (lb/size)2=10294/0-7-4, 17=13438/0-3-8 Max Horiz 2=97 (LC 5) Max Uplift 2=-615 (LC 4), 17=-828 (LC 4) Max Grav 2=10913 (LC 8), 17=14393 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42, 2-3=-16132/857, 3-4=-19016/1027, 4-6=-18142/1059, 6-7=-17493/1098, 7-8=-14272/937, 8-9=-14988/1006, 9-10=-14988/1006, 10-12=-18387/1258, 12-13=-15272/1064, 13-14=-15272/1064, 14-16=-8588/624, 16-17=-14211/899 BOT CHORD 2-25=-453/9145, 24-25=-708/14424, 23-24=-637/13044, 22-23=-809/15794, 21-22=-1024/18229, 20-21=-1246/21023, 19-20=-1246/21023, 18-19=-390/8431, 17-18=-74/139 WEBS 3-25=-286/5863, 4-25=0/724, 4-24=-949/55, 6-24=-51/741, 7-23=-350/5642, 8-23=0/1066, 8-22=-219/2203, 9-22=-963/75, 10-22=-7940/588, 10-21=-473/6451, 12-21=-6366/506, 12-20=-1230/16691, 12-19=-12492/881, 13-19=-816/72, 14-19=-950/14443, 14-18=-13074/833, 16-18=-967/16079, 7-24=-93/2218 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0oc.Bottom chords connected as follows: 2x12 - 3 rowsstaggered at 0-9-0 oc.Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10- 4 rows staggered at 0-4-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-4 to 1-7-12, Interior (1) 1-7-12 to 6-6-5, Exterior(2R) 6-6-5 to 15-0-3, Interior (1) 15-0-3 to 38-4-12, Exterior(2E) 38-4-12 to 41-4-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)This truss has been designed for 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 828 lb uplift at joint 17 and 615 lb uplift at joint 2. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Load case(s) 6, 7 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Job Truss Truss Type Qty Ply WF99 S I47232411A21ROOF SPECIAL GIRDER 1 3WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:08 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 13)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18654 lb down and 1481 lb up at 24-11-3 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-7=-100, 7-16=-100, 2-25=-60, 23-25=-60, 22-23=-60, 17-22=-60 Concentrated Loads (lb) Vert: 20=-17000 (F) 6)Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-140, 7-25=-60, 7-16=-60, 23-25=-60, 22-23=-60, 17-22=-60 Concentrated Loads (lb) Vert: 20=-8500 (F) 7)Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-7=-60, 7-16=-60, 2-25=-60, 23-25=-60, 22-23=-60, 17-22=-60 Concentrated Loads (lb) Vert: 20=-8500 (F) Job Truss Truss Type Qty Ply WF99 S I47232411A21ROOF SPECIAL GIRDER 1 3WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:08 Page: 2 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=2x8 =4x6 =6x12 =2x4 =4x9 =6x12 =2x4 =2x4 =4x12 =3x6 =MT18HS 4x8 =3x8 =6x10 =3x4 =4x6 =4x6 =4x6 15 12 11 10 9 1 2 16 1714 13 3 54 6 7 8 1-4-4 -1-4-4 2-3-3 13-8-7 3-0-13 11-5-4 3-7-7 8-4-7 4-3-10 18-0-1 4-9-0 4-9-0 6-11-2 24-11-3 0-7-4 0-7-4 0-5-8 24-11-3 2-6-11 13-10-3 4-3-10 18-1-13 4-0-0 4-7-4 6-3-14 24-5-11 6-8-4 11-3-812-3-01-8-510-3-01-5-42-0-00-2-22-0-08-5-148-5-140-2-28-8-03-7-012-3-0Scale = 1:75.7 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [4:0-4-8,0-0-13], [6:0-6-0,0-1-14], [7:0-6-0,0-1-12], [8:0-1-8,0-3-0], [15:0-8-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.07 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.16 13-14 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.10 17 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 188 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-12:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 10-8:2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-3 max.): 4-6, 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-11, 6-10, 8-17 REACTIONS (lb/size)15=1078/0-7-4, 17=947/ Mechanical Max Horiz 15=189 (LC 11) Max Grav 15=1078 (LC 1), 17=1011 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1624/0, 3-4=-1639/0, 4-5=-1020/0, 5-6=-1009/0, 6-7=-612/0, 7-8=-450/0, 9-16=0/119, 8-16=0/119, 2-15=-1082/0 BOT CHORD 14-15=-199/248, 13-14=0/927, 12-13=0/31, 5-13=-206/0, 11-12=-39/0, 10-11=0/766, 9-10=0/58 WEBS 3-14=-255/69, 4-13=0/276, 11-13=0/1014, 6-13=0/724, 6-11=-576/0, 6-10=-735/0, 7-10=0/150, 8-10=0/845, 2-14=0/1084, 4-14=-72/663, 8-17=-1012/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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)Refer to girder(s) for truss to truss connections. 8)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. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232412A22Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:09 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612=2x8 =5x6 =6x12 =6x6 =5x6 =3x4 =4x16 =6x12 =3x4 =4x6 =6x8 =4x6 =4x6 =4x6 12 9 8 7 1 2 13 1411 10 43 5 6 1-4-4 -1-4-4 5-4-0 11-3-10 6-8-6 18-0-1 5-11-10 5-11-10 6-11-2 24-11-3 0-7-4 0-7-4 0-5-8 24-11-3 4-7-0 5-2-4 6-1-6 11-3-10 6-3-14 24-5-11 6-10-2 18-1-1312-3-01-8-510-3-01-5-42-3-80-2-26-5-146-5-140-2-26-8-05-7-012-3-02-0-02-0-00-3-82-3-8Scale = 1:75.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-7,Edge], [5:0-6-0,0-2-3], [6:0-3-0,0-4-0], [12:0-8-0,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 0.62 Vert(LL)-0.12 4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.25 10-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.82 Horz(CT)0.14 14 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 180 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5,5-6:2x6 SPFNo.2 BOT CHORD 2x4 SPF No.2 *Except* 4-9:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 7-5:2x4 SPFNo.2 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-3 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-8, 5-7, 6-14 REACTIONS (lb/size)12=1078/0-7-4, 14=947/ Mechanical Max Horiz 12=187 (LC 11) Max Grav 12=1078 (LC 1), 14=1010 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1722/0, 3-4=-1155/0, 4-5=-2118/0, 5-6=-54/0, 7-13=0/853, 6-13=0/853, 2-12=-1097/0 BOT CHORD 11-12=-210/279, 10-11=0/1647, 9-10=0/126, 4-10=-1353/23, 8-9=0/57, 7-8=0/445 WEBS 3-11=0/696, 8-10=0/411, 5-10=0/1968, 5-8=-4/186, 5-7=-900/0, 2-11=0/1130, 4-11=-594/0, 6-14=-1011/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232413A23Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:09 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 =2x4 =4x6 =5x6 =5x6 =3x6 =4x9 =6x12 =2x4 =4x6 =MT18HS 5x10 =4x6 =4x6 =6x8 =4x6 =4x6 =4x6 14 10 9 8 1 13 12 11 2 15 16 43 5 76 1-4-4 -1-4-4 2-6-6 11-5-4 5-4-0 8-10-14 3-6-14 3-6-14 6-6-13 18-0-1 6-11-2 24-11-3 0-7-4 0-7-4 0-5-8 24-11-3 2-6-6 11-3-8 2-7-0 3-2-4 5-6-14 8-9-2 6-3-14 24-5-11 6-10-5 18-1-1312-3-01-8-510-3-01-3-80-2-24-5-144-5-140-2-24-8-07-7-012-3-01-3-81-3-80-8-82-0-0Scale = 1:76.5 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-3-0,0-2-1], [4:0-4-8,0-1-14], [6:0-7-0,0-2-0], [7:0-3-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.10 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.20 11-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.71 Horz(CT)0.09 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 177 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-10:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 11-6,8-6:2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. WEBS 1 Row at midpt 6-8, 7-16 REACTIONS (lb/size)14=1078/0-7-4, 16=947/0-3-8 Max Horiz 14=187 (LC 11) Max Grav 14=1078 (LC 1), 16=1010 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1396/0, 3-4=-1897/0, 4-5=-1585/0, 5-6=-1700/0, 6-7=-54/0, 8-15=0/845, 7-15=0/845, 2-14=-1072/0 BOT CHORD 13-14=-195/186, 12-13=-53/1113, 11-12=0/1975, 10-11=0/130, 5-11=-298/87, 9-10=0/157, 8-9=0/439 WEBS 3-13=-32/151, 3-12=0/1022, 4-12=-398/0, 4-11=-1149/0, 9-11=-1/326, 6-11=0/1518, 6-9=0/243, 6-8=-889/0, 2-13=0/1021, 7-16=-1011/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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) 14, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232414A24Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:10 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 612 =2x4 =4x6 =5x9 =5x6 =3x6 =4x9 =6x12 =2x4 =2x4 =3x6 =4x9 =MT18HS 6x12 =3x4 =6x10 =3x4 =4x6 =4x6 =4x6 16 12 11 10 9 1 15 14 13 2 17 18 3 19 20 4 5 6 7 8 1-4-4 -1-4-4 3-2-8 14-7-12 2-3-4 2-3-4 3-4-4 18-0-1 3-10-0 11-5-4 5-4-0 7-7-4 6-11-2 24-11-3 0-7-4 0-7-4 1-6-0 2-1-4 0-5-8 24-11-3 3-1-13 24-5-11 3-4-4 14-7-12 3-10-0 11-3-8 5-4-4 7-5-8 6-8-2 21-3-1412-3-01-8-510-3-01-5-40-9-00-2-23-4-143-4-140-2-23-7-08-8-012-3-00-9-00-9-01-3-02-0-0Scale = 1:80.5 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-3-0,0-2-1], [4:0-4-8,0-1-14], [7:0-10-0,0-1-12], [8:0-1-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.11 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.22 13-14 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.63 Horz(CT)0.09 18 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 186 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-12:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 10-8,11-7,10-7:2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-6 max.): 3-4, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 6-11, 7-10, 8-18 REACTIONS (lb/size)16=1035/0-7-4, 18=943/ Mechanical Max Horiz 16=189 (LC 11) Max Grav 16=1105 (LC 8), 18=1021 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1170/32, 3-4=-2197/0, 4-5=-1486/0, 5-6=-1490/0, 6-7=-942/0, 7-8=-260/0, 9-17=0/40, 8-17=0/40, 2-16=-1149/19 BOT CHORD 15-16=-202/168, 14-15=-136/1024, 13-14=0/2303, 12-13=0/26, 5-13=-215/77, 11-12=-12/125, 10-11=0/423, 9-10=-1/58 WEBS 3-15=-218/0, 3-14=0/1427, 4-14=-509/0, 4-13=-1381/0, 11-13=0/578, 6-13=0/1212, 6-11=-958/39, 8-10=0/817, 2-15=0/1008, 7-11=0/979, 7-10=-729/27, 8-18=-1023/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 142 lb up at 2-3-4, and 58 lb down and 17 lb up at 4-3-13, and 58 lb down and 17 lb up at 5-3-4 on top chord, and 81 lb down and 63 lb up at 2-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-7=-60, 7-8=-60,15-16=-20, 13-15=-20, 9-12=-20 Concentrated Loads (lb) Vert: 3=47 (B), 15=0 (B) Job Truss Truss Type Qty Ply WF99 S I47232415A25Piggyback Base Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:10 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =6x6 =4x6 =3x6 =3x4 =3x4 =3x4 =5x6 =3x8 =6x8 =4x6 =4x6 =4x6 10 9 8 7 6 1 11 12 2 3 54 6-5-12 6-5-12 6-2-4 12-8-1 6-11-2 19-7-3 0-5-8 19-7-3 6-0-8 12-6-5 6-5-12 6-5-12 6-7-6 19-1-111-8-510-3-012-3-02-0-0Scale = 1:75.3 Plate Offsets (X, Y):[4:0-3-0,0-2-1], [5:0-3-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.05 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.10 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.48 Horz(CT)0.03 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 138 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-4:2x4 SPF No.2 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 4-6, 5-12 REACTIONS (lb/size)10=772/0-3-8, 12=736/0-3-8 Max Horiz 10=-164 (LC 10) Max Grav 10=772 (LC 1), 12=755 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-801/0, 2-4=-523/0, 4-5=-45/0, 6-11=0/586, 5-11=0/586, 1-10=-705/0 BOT CHORD 9-10=-154/256, 7-9=-10/532, 6-7=0/306 WEBS 2-9=0/183, 2-7=-356/48, 4-7=0/439, 4-6=-592/20, 1-9=0/360, 5-12=-756/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232416A26Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:11 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 812=2x4 =4x6 =5x6 =3x6 =3x4 =3x6 =3x4 =4x6 =8x16 =2x4 =3x4 =6x10 =4x6 =4x6 =4x6 =4x6 14 10 9 1 12 1113 2 15 16 3 4 5 6 7 8 0-10-3 13-6-4 1-4-4 -1-4-4 2-5-4 2-5-4 5-0-8 7-5-12 5-2-4 12-8-1 6-0-15 19-7-3 0-3-8 0-3-8 0-5-8 19-7-3 2-0-0 2-3-8 5-2-4 7-5-12 5-9-3 19-1-11 5-10-12 13-4-81-8-510-3-01-5-41-4-012-3-01-4-01-4-00-8-02-0-0Scale = 1:84.3 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [6:0-4-4,0-2-0], [8:0-1-8,0-3-0], [11:0-8-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.03 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.08 11-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.36 Horz(CT)0.06 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 155 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-11 WEBS 1 Row at midpt 4-11, 8-16 REACTIONS (lb/size)14=865/0-3-8, 16=733/ Mechanical Max Horiz 14=186 (LC 11) Max Grav 14=865 (LC 1), 16=753 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1047/0, 3-4=-853/0, 4-6=-501/0, 6-7=-323/3, 7-8=-323/3, 9-15=0/101, 8-15=0/101, 2-14=-831/0 BOT CHORD 13-14=-198/178, 12-13=-103/837, 11-12=-5/593, 10-11=0/113, 7-11=-238/0, 9-10=-8/8 WEBS 3-13=-64/111, 3-12=-264/106, 4-12=0/302, 4-11=-442/41, 6-11=0/145, 9-11=-18/63, 8-11=-6/604, 2-13=0/804, 8-16=-754/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232417A27Piggyback Base 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:11 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 812=2x4 =4x6 =5x6 =3x6 =3x4 =3x6 =3x4 =6x6 =8x16 =2x4 =3x4 =6x10 =4x6 =4x6 =4x6 =4x6 14 10 9 1 12 1113 2 15 16 3 4 5 7 86 1-0-10 13-6-4 1-4-4 -1-4-4 2-5-4 2-5-4 4-11-4 7-4-8 5-1-2 12-5-10 6-0-15 19-7-3 0-3-8 0-3-8 0-5-8 19-7-3 2-0-0 2-3-8 5-1-0 7-4-8 5-9-3 19-1-11 6-0-0 13-4-812-1-01-8-59-10-141-4-00-2-211-10-1411-10-140-2-212-1-01-4-01-4-00-8-02-0-0Scale = 1:82.8 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [6:0-3-7,Edge], [8:0-1-8,0-3-0], [11:0-8-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.04 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.08 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.06 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 153 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-10:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-11 WEBS 1 Row at midpt 4-11, 8-16 REACTIONS (lb/size)14=865/0-3-8, 16=733/0-3-8 Max Horiz 14=181 (LC 11) Max Grav 14=865 (LC 1), 16=751 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1045/0, 3-4=-856/0, 4-6=-504/0, 6-7=-332/0, 7-8=-332/1, 9-15=0/100, 8-15=0/100, 2-14=-830/0 BOT CHORD 13-14=-192/172, 12-13=-98/832, 11-12=-3/595, 10-11=0/112, 7-11=-261/0, 9-10=-11/4 WEBS 3-13=-62/106, 3-12=-256/103, 4-12=0/301, 4-11=-433/39, 6-11=0/160, 9-11=-15/64, 8-11=-1/605, 2-13=0/800, 8-16=-752/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232418A28Half Hip 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:12 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 812=2x4 =5x6 =2x4 =2x4 =2x4 =6x8=3x6 =3x6 =3x8 =MT18HS 5x10 =3x4 =3x4 =4x12 =6x10 =3x8 =4x6 =4x6 13 9 8 1 1112 102 15 16 3 4 6 75 1-4-4 -1-4-4 3-5-6 13-6-4 2-5-4 2-5-4 3-11-3 10-0-14 3-8-7 6-1-11 6-0-15 19-7-3 0-0-5 0-3-13 0-3-8 0-3-8 0-5-8 19-7-3 1-11-11 2-3-8 3-5-6 13-4-8 5-9-3 19-1-11 7-7-10 9-11-210-1-01-8-57-10-141-4-00-2-29-10-149-10-140-2-210-1-01-4-01-4-00-8-02-0-0Scale = 1:79.8 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [5:0-7-0,0-2-0], [7:0-1-8,0-3-0], [12:0-1-11,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.08 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.17 11-12 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.07 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 139 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-9,13-14:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-13 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. Except: 1 Row at midpt 6-10 WEBS 1 Row at midpt 7-16 REACTIONS (lb/size)13=865/0-3-8, 16=733/0-3-8 Max Horiz 13=148 (LC 11) Max Grav 13=865 (LC 1), 16=741 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1122/0, 3-5=-774/0, 5-6=-502/3, 6-7=-398/0, 8-15=0/118, 7-15=0/118, 2-13=-834/0 BOT CHORD 12-13=-139/107, 11-12=-70/921, 10-11=0/386, 9-10=0/112, 6-10=-451/26, 8-9=0/83 WEBS 3-12=0/208, 3-11=-470/103, 5-11=0/178, 6-11=-32/273, 8-10=-45/41, 7-10=0/614, 2-12=0/955, 7-16=-743/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232419A29Half Hip 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:12 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 812=2x4 =4x6 =2x4 =2x4 =2x4 =5x6=3x6 =3x8 =5x6 =3x4 =3x4 =4x16 =6x10 =3x8 =4x6 =4x6 12 8 7 1 1011 9 2 14 15 3 5 64 1-4-4 -1-4-4 2-5-4 2-5-4 5-10-3 13-6-4 5-2-13 7-8-1 6-0-15 19-7-3 0-0-5 0-3-13 0-3-8 0-3-8 0-5-8 19-7-3 1-11-11 2-3-8 5-2-13 7-6-5 5-9-3 19-1-11 5-10-3 13-4-88-1-01-8-55-10-141-4-00-2-27-10-147-10-140-2-28-1-01-4-01-4-00-8-02-0-0Scale = 1:67 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [4:0-3-0,0-2-1], [6:0-1-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.03 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.07 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.07 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 123 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-8,12-13:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-10 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 5-10 REACTIONS (lb/size)12=865/0-3-8, 15=733/0-3-8 Max Horiz 12=116 (LC 11) Max Grav 12=865 (LC 1), 15=733 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1042/0, 3-4=-853/0, 4-5=-603/0, 5-6=-533/0, 7-14=0/102, 6-14=0/102, 2-12=-830/0 BOT CHORD 11-12=-112/92, 10-11=-28/799, 9-10=0/538, 8-9=0/108, 5-9=-412/42, 7-8=0/16 WEBS 3-11=-17/113, 3-10=-245/76, 4-10=0/256, 5-10=-29/91, 7-9=-4/71, 6-9=0/703, 2-11=0/807, 6-15=-737/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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) 12, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232420A30Half Hip 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:13 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 812=2x4 =3x8 =2x4 =2x4 =2x4 =6x12=2x4 =4x9 =3x4 =3x4 =4x12 =2x4 =3x4 =3x4 =6x10 =4x6 =4x6 14 10 9 1 13 12 11 2 16 17 3 5 6 7 84 1-4-4 -1-4-4 3-9-12 13-6-4 2-10-0 5-3-4 2-5-4 2-5-4 4-5-4 9-8-8 6-0-15 19-7-3 0-0-5 0-3-13 0-3-8 0-3-8 0-5-8 19-7-3 1-11-11 2-3-8 5-2-6 7-5-14 5-9-3 19-1-11 5-10-10 13-4-86-1-01-8-53-10-141-4-00-2-25-10-145-10-140-2-26-1-01-4-01-4-00-8-02-0-0Scale = 1:54.9 Plate Offsets (X, Y):[2:0-3-5,0-1-8], [4:0-4-8,0-0-13], [8:0-1-8,0-3-0], [13:0-1-11,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.04 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.08 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(CT)0.07 17 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 113 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-10,14-15:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (lb/size)14=865/0-3-8, 17=733/0-3-8 Max Horiz 14=83 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1013/0, 3-4=-982/0, 4-5=-808/0, 5-6=-768/0, 6-8=-770/0, 9-16=0/101, 8-16=0/101, 2-14=-840/0 BOT CHORD 13-14=-78/70, 12-13=0/672, 11-12=0/872, 10-11=0/105, 6-11=-287/20, 9-10=-3/19 WEBS 3-13=-96/38, 4-13=-44/147, 4-12=0/321, 5-12=-181/6, 5-11=-163/15, 9-11=0/104, 8-11=0/852, 2-13=0/737, 8-17=-742/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232421A31Half Hip 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:13 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =4x6 =6x6 =3x8 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =4x9 =6x10 =4x6 14 13 12 20 11 21 2210 23 24 9 1 2 15 16 19418567 8173 1-4-4 -1-4-4 4-0-5 15-1-6 4-0-5 6-10-12 4-2-5 11-1-1 4-5-13 19-7-3 2-10-7 2-10-7 0-5-8 19-7-3 3-0-3 3-0-3 4-5-8 13-3-13 5-9-14 19-1-11 5-10-2 8-10-54-1-01-8-51-10-140-2-22-0-03-10-143-10-140-2-24-1-0Scale = 1:43.7 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-3-7,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 0.85 Vert(LL)0.05 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.09 11-13 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.61 Horz(CT)0.04 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 92 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-13 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS (lb/size)14=802/0-3-8, 16=732/0-3-8 Max Horiz 14=49 (LC 11) Max Uplift 14=-201 (LC 11), 16=-157 (LC 11) Max Grav 14=1003 (LC 8), 16=964 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-877/237, 3-4=-678/196, 4-5=-1294/245, 5-7=-1132/195, 7-8=-172/35, 9-15=-149/825, 8-15=-149/825, 2-14=-994/226 BOT CHORD 13-14=-52/25, 11-13=-205/1167, 10-11=-195/1270, 9-10=-119/899 WEBS 3-13=-74/338, 4-13=-716/56, 4-11=-32/207, 5-11=-61/34, 5-10=-326/59, 7-10=-104/451, 7-9=-1039/159, 2-13=-165/720, 8-16=-1008/164 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 14 and 157 lb uplift at joint 16. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 230 lb up at 2-10-7, 57 lb down and 26 lb up at 4-11-0, 57 lb down and 26 lb up at 6-11-0, 57 lb down and 26 lb up at 8-11-0, 57 lb down and 26 lb up at 10-11-0, 57 lb down and 26 lb up at 12-11-0, 57 lb down and 26 lb up at 14-11-0, and 57 lb down and 26 lb up at 16-11-0, and 50 lb down and 18 lb up at 18-11-15 on top chord, and 99 lb down and 124 lb up at 2-10-7, 33 lb down and 49 lb up at 4-11-0, 33 lb down and 49 lb up at 6-11-0, 33 lb down and 49 lb up at 8-11-0, 33 lb down and 49 lb up at 10-11-0, 33 lb down and 49 lb up at 12-11-0, 33 lb down and 49 lb up at 14-11-0, and 33 lb down and 49 lb up at 16-11-0, and 38 lb down and 43 lb up at 18-11-15 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply WF99 S I47232422A32Hip Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:14 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=77 (B), 9=-9 (B), 12=0 (B), 13=-2 (B), 11=0 (B), 20=0 (B), 21=0 (B), 22=0 (B), 23=0 (B), 24=0 (B) Job Truss Truss Type Qty Ply WF99 S I47232422A32Hip Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:14 Page: 2 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =2x4 =2x4 =2x4 =2x4 =3x4 8 7 6 5 1 2 3 4 0-5-14 2-6-1 0-1-12 0-1-12 1-4-0 -1-4-0 0-3-8 4-0-3 3-6-15 3-8-11 0-3-8 4-0-3 0-11-2 0-11-2 2-9-9 3-8-113-11-141-5-03-11-140-11-91-5-90-0-120-6-123-6-04-0-12Scale = 1:40.1 Plate Offsets (X, Y):[4:0-3-6,0-0-8] 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 0.25 Vert(LL)-0.01 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.02 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.02 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 19 lb FT = 0% 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 3-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=85/ Mechanical, 6=51/ Mechanical, 8=250/0-3-13 Max Horiz 8=53 (LC 10) Max Uplift 4=-39 (LC 10) Max Grav 4=126 (LC 8), 6=83 (LC 5), 8=250 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/80, 2-3=-71/20, 3-4=-36/56, 3-7=-63/81 BOT CHORD 7-8=-53/39, 6-7=0/0, 5-6=0/0 WEBS 4-6=0/0, 2-8=-279/6 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 40 lb up at 2-11-5, and 43 lb down and 32 lb up at 2-11-5 on top chord, and 11 lb down and 11 lb up at 2-9-4, and 16 lb down and 11 lb up at 2-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 6=-4 (F=-4, B=0), 4=-1 (F) Job Truss Truss Type Qty Ply WF99 S I47232423AJ01Monopitch Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:14 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 76 5 1 2 3 4 0-10-4 -0-10-4 0-1-12 0-1-12 2-1-8 2-3-4 0-7-12 0-7-12 1-7-8 2-3-43-2-11-3-53-2-1Scale = 1:36.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=47/ Mechanical, 5=23/ Mechanical, 7=159/0-3-0 Max Horiz 7=-38 (LC 4) Max Uplift 4=-16 (LC 10) Max Grav 4=68 (LC 8), 5=37 (LC 3), 7=166(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 3-6=-43/54, 1-2=0/64, 2-3=-55/22, 3-4=-26/38 BOT CHORD 6-7=-18/38, 5-6=0/0 WEBS 2-7=-187/14 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 16 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232424AJ02Jack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:15 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x8 76 5 1 2 3 4 0-10-4 -0-10-4 0-1-12 0-1-12 1-6-14 1-8-10 0-7-12 0-7-12 1-0-14 1-8-103-1-101-5-03-1-10Scale = 1:40.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.00 6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)-0.01 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=30/ Mechanical, 5=13/ Mechanical, 7=142/0-3-0 Max Horiz 7=29 (LC 4) Max Uplift 4=-38 (LC 4), 5=-8 (LC 4) Max Grav 4=53 (LC 8), 5=26 (LC 3), 7=163(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 3-6=-49/56, 1-2=0/71, 2-3=-61/45, 3-4=-35/34 BOT CHORD 6-7=-29/0, 5-6=0/0 WEBS 2-7=-186/45 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 8 lb uplift at joint 5 and 38 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232425AJ03Jack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:15 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 76 5 1 2 3 4 0-10-4 -0-10-4 0-1-12 0-1-12 2-6-4 2-8-0 0-7-12 0-7-12 2-0-4 2-8-04-1-01-5-04-1-0Scale = 1:39.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(CT)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.01 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 12 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=57/ Mechanical, 5=29/ Mechanical, 7=171/0-3-0 Max Horiz 7=-42 (LC 4) Max Uplift 4=-24 (LC 10) Max Grav 4=85 (LC 8), 5=45 (LC 3), 7=171(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 3-6=-62/53, 1-2=0/71, 2-3=-62/39, 3-4=-35/53 BOT CHORD 6-7=-29/42, 5-6=0/0 WEBS 2-7=-187/31 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 24 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232426AJ04Jack-Open 3 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:15 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 6 8 54 1 2 7 3 2-1-6 -2-1-6 3-2-13 3-2-13 0-0-7 0-0-7 0-3-6 3-2-13 2-11-0 2-11-73-11-141-11-03-11-14Scale = 1:30.9 Loading (psf)Spacing 3-0-0 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 0.14 Vert(CT)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=10/ Mechanical, 5=48/ Mechanical, 6=417/0-4-9 Max Horiz 6=124 (LC 10) Max Uplift 3=-131 (LC 6), 5=-59 (LC 10), 6=-23 (LC 9) Max Grav 3=77 (LC 8), 5=104 (LC 5), 6=512 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-468/26, 1-2=0/183, 2-3=-116/47 BOT CHORD 5-6=-104/61, 4-5=0/0 WEBS 2-5=-70/119 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 23 lb uplift at joint 6, 131 lb uplift at joint 3 and 59 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 139 lb up at 1-9-4, and 48 lb down and 141 lb up at 2-0-3 on top chord, and 15 lb down and 20 lb up at 1-9-4, and 25 lb down and 32 lb up at 2-0-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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=-90, 2-3=-90, 4-6=-30 Concentrated Loads (lb) Vert: 7=93 (F=46, B=47) Job Truss Truss Type Qty Ply WF99 S I47232427AJ05DIAGONAL HIP GIRDER 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:16 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-6-14 1-6-14 0-1-4 1-6-14 1-5-10 1-5-103-0-01-8-53-0-0Scale = 1:29.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-5/ Mechanical, 4=14/ Mechanical, 5=194/0-3-8 Max Horiz 5=-41 (LC 4) Max Uplift 3=-65 (LC 6), 4=-20 (LC 10) Max Grav 3=55 (LC 5), 4=29 (LC 3), 5=258(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-244/0, 1-2=0/96, 2-3=-60/33 BOT CHORD 4-5=-28/18 WEBS 2-4=-26/40 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 20 lb uplift at joint 4 and 65 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232428AJ06Jack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:16 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-2-14 1-2-14 0-1-1 1-2-14 1-1-13 1-1-133-1-141-11-03-1-14Scale = 1:39.6 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-30/ Mechanical, 4=11/ Mechanical, 5=196/0-3-8 Max Horiz 5=53 (LC 5) Max Uplift 3=-93 (LC 6), 4=-38 (LC 10) Max Grav 3=61 (LC 5), 4=41 (LC 4), 5=276 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-265/0, 1-2=0/106, 2-3=-81/42 BOT CHORD 4-5=-29/22 WEBS 2-4=-40/53 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 4 and 93 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232429AJ07Jack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:16 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-2-0 2-2-0 0-1-6 2-2-0 2-0-10 2-0-104-1-01-11-04-1-0Scale = 1:32.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 13 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=24/ Mechanical, 4=20/ Mechanical, 5=203/0-3-8 Max Horiz 5=84 (LC 10) Max Uplift 3=-38 (LC 6), 4=-47 (LC 10), 5=-13 (LC 9) Max Grav 3=75 (LC 5), 4=55 (LC 5), 5=247 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-227/25, 1-2=0/106, 2-3=-66/51 BOT CHORD 4-5=-70/42 WEBS 2-4=-55/92 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 13 lb uplift at joint 5, 38 lb uplift at joint 3 and 47 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232430AJ08Jack-Open 9 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:17 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 3.84 12=2x4 =3x6 =3x4 6 1 54 2 3 2-1-6 -2-1-6 2-5-7 2-5-7 0-2-13 2-5-7 0-3-11 0-3-11 1-10-15 2-2-103-5-141-11-03-5-14Scale = 1:31.9 Loading (psf)Spacing 3-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 14 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=-1/ Mechanical, 5=36/ Mechanical, 6=440/0-3-11 Max Horiz 6=113 (LC 10) Max Uplift 3=-137 (LC 6), 5=-50 (LC 10) Max Grav 3=91 (LC 5), 5=72 (LC 5), 6=577(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-543/7, 1-2=0/183, 2-3=-110/45 BOT CHORD 5-6=-101/57, 4-5=-1/0 WEBS 2-5=-51/101 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Bearing at joint(s) 6 considers parallel to grain valueusing 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 137 lb uplift at joint 3 and 50 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232431AJ09JACK-OPEN 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:17 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-8-0 1-8-0 0-1-3 1-8-0 1-6-13 1-6-133-7-01-11-03-7-0Scale = 1:31 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 11 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=1/ Mechanical, 4=15/ Mechanical, 5=195/0-3-8 Max Horiz 5=77 (LC 10) Max Uplift 3=-59 (LC 6), 4=-62 (LC 10), 5=-20 (LC 9) Max Grav 3=66 (LC 5), 4=50 (LC 5), 5=255 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-240/34, 1-2=0/106, 2-3=-64/45 BOT CHORD 4-5=-63/31 WEBS 2-4=-47/95 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 62 lb uplift at joint 4 and 59 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232432AJ10Jack-Open 3 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:17 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 3.84 12=2x4 =3x6 =3x4 6 1 54 2 3 2-1-6 -2-1-6 2-9-6 2-9-6 0-3-0 2-9-6 0-3-11 0-3-11 2-2-11 2-6-63-8-61-11-03-8-6Scale = 1:32 Loading (psf)Spacing 3-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(CT)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=26/ Mechanical, 5=41/ Mechanical, 6=447/0-3-11 Max Horiz 6=118 (LC 10) Max Uplift 3=-110 (LC 6), 5=-41 (LC 10) Max Grav 3=100 (LC 5), 5=82 (LC 3), 6=565(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-527/0, 1-2=0/183, 2-3=-111/50 BOT CHORD 5-6=-107/65, 4-5=-1/0 WEBS 2-5=-56/103 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Bearing at joint(s) 6 considers parallel to grain valueusing 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 110 lb uplift at joint 3 and 41 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232433AJ11JACK-OPEN 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:17 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 612=2x4 =3x6 =3x45 1 4 2 3 1-4-4 -1-4-4 1-10-8 1-10-8 0-2-8 1-10-8 0-3-8 0-3-8 1-4-8 1-8-03-9-81-11-03-9-8Scale = 1:34.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 12 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=12/ Mechanical, 4=17/ Mechanical, 5=198/0-3-8 Max Horiz 5=81 (LC 10) Max Uplift 3=-48 (LC 6), 4=-61 (LC 10), 5=-19 (LC 9) Max Grav 3=70 (LC 5), 4=56 (LC 5), 5=249 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-233/20, 1-2=0/106, 2-3=-64/47 BOT CHORD 4-5=-78/47 WEBS 2-4=-42/77 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Bearing at joint(s) 5 considers parallel to grain valueusing 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 19 lb uplift at joint 5, 61 lb uplift at joint 4 and 48 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232434AJ12Jack-Open 4 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:18 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 6 54 1 2 3 2-1-6 -2-1-6 3-3-14 3-3-14 0-0-7 0-0-7 0-3-7 3-3-14 3-0-0 3-0-74-0-81-11-04-0-8Scale = 1:31 Loading (psf)Spacing 3-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.02 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 17 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=66/ Mechanical, 5=50/ Mechanical, 6=463/0-4-9 Max Horiz 6=126 (LC 10) Max Uplift 3=-76 (LC 6), 5=-28 (LC 10) Max Grav 3=126 (LC 8), 5=99 (LC 3), 6=555(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-509/0, 1-2=0/183, 2-3=-115/57 BOT CHORD 5-6=-105/62, 4-5=0/0 WEBS 2-5=-71/120 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 76 lb uplift at joint 3 and 28 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232435AJ13JACK-OPEN GIRDER 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:18 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 2-11-1 2-11-1 0-2-0 2-11-1 2-9-0 2-9-04-1-81-8-54-1-8Scale = 1:30.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=56/ Mechanical, 4=28/ Mechanical, 5=224/0-3-8 Max Horiz 5=81 (LC 10) Max Uplift 3=-15 (LC 10), 4=-20 (LC 10) Max Grav 3=95 (LC 8), 4=56 (LC 3), 5=246(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-219/5, 1-2=0/96, 2-3=-68/52 BOT CHORD 4-5=-69/49 WEBS 2-4=-55/79 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 15 lb uplift at joint 3 and 20 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232436AJ14Jack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:18 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =2x4 =2x4 =5x6 =2x4 =3x6 8 7 6 5 1 2 43 1-2-121-7-8 1-4-8 3-7-0 1-4-4 -1-4-4 0-3-8 3-10-8 2-2-8 2-2-8 0-3-8 3-10-8 1-6-4 3-7-0 2-0-12 2-0-124-1-81-11-01-6-13-4-90-1-154-1-8Scale = 1:40.4 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [4:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.03 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.04 7-8 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.02 Horz(CT)0.11 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 22 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=76/ Mechanical, 6=59/ Mechanical, 8=256/0-3-8 Max Horiz 8=84 (LC 14) Max Uplift 4=-34 (LC 11), 6=-18 (LC 11), 8=-20 (LC 10) Max Grav 4=120 (LC 8), 6=108 (LC 5), 8=261 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-222/12, 1-2=0/106, 2-3=-77/45, 3-4=-4/2 BOT CHORD 7-8=-2/2, 6-7=0/0, 5-6=0/0 WEBS 3-7=-40/45, 4-6=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 8, 18 lb uplift at joint 6 and 34 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 80 lb up at 2-2-8 on top chord, and 86 lb down and 59 lb up at 2-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-21 (B) Job Truss Truss Type Qty Ply WF99 S I47232437AJ15Jack-Open Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:19 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-10-8 3-10-8 0-2-4 3-10-8 3-8-4 3-8-45-9-81-11-05-9-8Scale = 1:36.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 19 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-8 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=112 (LC 10) Max Uplift 3=-32 (LC 10), 4=-23 (LC 10) Max Grav 3=142 (LC 8), 4=75 (LC 3), 5=256(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-218/13, 1-2=0/106, 2-3=-91/87 BOT CHORD 4-5=-98/77 WEBS 2-4=-84/108 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 32 lb uplift at joint 3 and 23 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232438AJ16Jack-Open 16 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:19 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212Sheet Front 1 Ply Plywood/OSB Structural =4x6 91 2 14 13 12 11 10 8 3 7 4 6 5 0-11-4 -0-11-4 1-0-0 9-0-0 4-0-0 8-0-0 4-0-0 4-0-0 8-0-05-4-150-5-34-5-3Scale = 1:33.3 Plate Offsets (X, Y):[2:0-2-6,0-1-0], [8:0-2-6,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.01 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 39 lb FT = 0% 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=134/8-0-0, 8=141/8-0-0, 10=84/8-0-0, 11=120/8-0-0, 12=70/8-0-0, 13=119/8-0-0, 14=88/8-0-0 Max Horiz 2=-1 (LC 5) Max Uplift 2=-15 (LC 9), 8=-16 (LC 9), 10=-5 (LC 10), 11=-14 (LC 10), 12=-1 (LC 9), 13=-14 (LC 10), 14=-7 (LC 10) Max Grav 2=156 (LC 6), 8=168 (LC 6), 10=144 (LC 8), 11=148 (LC 8), 12=70 (LC 1), 13=148 (LC 8), 14=146 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/63, 2-3=-56/62, 3-4=-40/17, 4-5=-75/37, 5-6=-75/37, 6-7=-39/17, 7-8=-59/63, 8-9=0/68 BOT CHORD 2-14=-27/49, 13-14=-27/49, 12-13=-27/49, 11-12=-27/49, 10-11=-27/49, 8-10=-27/49 WEBS 5-12=-42/23, 4-13=-122/30, 3-14=-116/25, 6-11=-123/30, 7-10=-114/28 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)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 15 lb uplift at joint 2, 16 lb uplift at joint 8, 1 lb uplift at joint 12, 14 lb uplift at joint 13, 7 lb uplift at joint 14, 14 lb uplift at joint 11 and 5 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232439BGABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:19 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x10 =3x8 =6x8 =5x6 =3x4 =3x4 =4x6 =3x4 =3x4 =3x4 =3x4 =5x6 =6x8 =3x8 =3x10 17 16 24 25 26 15 14 13 27 28 29 12 11 1 10 2 9 420 5 6 217 2219 2318 83 1-4-4 -1-4-4 1-4-4 23-4-4 4-6-0 11-0-0 4-6-0 15-6-0 4-6-0 6-6-0 4-6-0 20-0-0 2-0-0 22-0-0 2-0-0 2-0-0 1-10-4 22-0-0 1-10-4 1-10-4 6-0-0 14-0-0 6-1-12 20-1-12 6-1-12 8-0-05-11-03-11-00-2-25-8-145-8-140-2-25-11-0Scale = 1:51.2 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [3:0-3-9,0-2-8], [8:0-3-9,0-2-8], [9:0-3-7,0-1-8], [12:0-4-0,0-4-4], [16:0-4-0,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)0.07 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.08 15-16 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.98 Horz(CT)0.02 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 139 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-12 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)11=958/0-3-8, 17=958/0-3-8 Max Uplift 11=-490 (LC 10), 17=-490 (LC 10) Max Grav 11=1387 (LC 8), 17=1387 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-654/347, 3-4=-460/239, 4-5=-1192/424, 5-7=-1192/424, 7-8=-460/239, 8-9=-654/347, 9-10=0/106, 2-17=-1444/614, 9-11=-1444/614 BOT CHORD 16-17=-39/54, 15-16=-272/1016, 13-15=-318/1193, 12-13=-272/1016, 11-12=-39/54 WEBS 3-16=-246/230, 4-16=-960/223, 4-15=-164/393, 5-15=-151/17, 5-13=-151/17, 7-13=-164/393, 7-12=-960/223, 8-12=-246/230, 2-16=-441/995, 9-12=-441/995 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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 490 lb uplift at joint 17 and 490 lb uplift at joint 11. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 53 lb up at 2-0-0, 57 lb down and 23 lb up at 4-0-12, 57 lb down and 23 lb up at 6-0-12, 57 lb down and 23 lb up at 6-10-12, 57 lb down and 23 lb up at 15-1-4, 57 lb down and 23 lb up at 15-11-4, and 57 lb down and 23 lb up at 17-11-4, and 120 lb down and 53 lb up at 20-0-0 on top chord, and 182 lb down and247 lb up at 2-0-0, 102 lb down and 142 lb up at4-0-12, 102 lb down and 142 lb up at 6-0-12, 102 lbdown and 142 lb up at 6-10-12, 102 lb down and 142 lbup at 15-1-4, 102 lb down and 142 lb up at 15-11-4,and 102 lb down and 142 lb up at 17-11-4, and 182 lb down and 247 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-8=-60, 8-9=-60, 9-10=-60, 11-17=-20 Job Truss Truss Type Qty Ply WF99 S I47232440B01Hip Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:20 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x8 =3x4 =5x6 =3x4 =3x8 =2x4 =5x6 =3x4 =3x8 =2x4 13 12 11 10 9 8 71 62 43 5 1-4-4 23-4-4 1-4-4 -1-4-4 7-0-0 11-0-0 7-0-0 18-0-0 4-0-0 4-0-0 4-0-0 22-0-0 3-10-4 3-10-4 3-10-4 22-0-0 7-1-12 11-0-0 7-1-12 18-1-127-11-03-11-00-2-27-8-147-8-140-2-27-11-0Scale = 1:54.6 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-7,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.05 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.10 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 125 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=958/0-3-8, 13=958/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-609/23, 3-4=-703/4, 4-5=-703/4, 5-6=-609/23, 6-7=0/106, 2-13=-938/0, 6-8=-938/0 BOT CHORD 12-13=-37/47, 10-12=0/387, 9-10=0/387, 8-9=-37/47 WEBS 3-12=-265/0, 3-10=0/419, 4-10=-462/30, 5-10=0/419, 5-9=-265/0, 2-12=0/547, 6-9=0/547 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232441B02Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:20 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x6 =3x8 =5x6 =3x4 =3x4 =5x6 =3x8 =5x6 =2x4 12 11 10 9 8 1 7 62 4 53 1-4-4 -1-4-4 1-4-4 23-4-4 5-0-0 11-0-0 5-0-0 16-0-0 6-0-0 22-0-0 6-0-0 6-0-0 5-10-4 5-10-4 5-10-4 22-0-0 10-3-8 16-1-129-11-03-11-00-2-29-8-149-8-140-2-29-11-0Scale = 1:62.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.22 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.46 9-11 >569 180 TCDL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 128 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 4-9 REACTIONS (lb/size)8=958/0-3-8, 12=958/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-707/20, 3-4=-456/43, 4-5=-456/43, 5-6=-707/20, 6-7=0/106, 2-12=-922/0, 6-8=-922/0 BOT CHORD 11-12=-15/49, 9-11=0/490, 8-9=-15/49 WEBS 3-11=0/213, 4-11=-161/2, 4-9=-161/2, 5-9=0/213, 2-11=0/461, 6-9=0/461 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232442B03Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:21 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =3x4 =MT18HS 4x8 =3x8 =3x4 =MT18HS 4x8 =3x4 =3x4 =3x8 =2x8 13 12 11 10 9 1 8 72 63 54 1-4-4 23-4-4 1-4-4 -1-4-4 3-10-12 8-1-0 3-10-12 17-9-12 5-10-0 13-11-0 4-2-4 4-2-4 4-2-4 22-0-0 5-6-8 13-9-4 8-2-12 8-2-12 8-2-12 22-0-03-11-012-0-0Scale = 1:77 Plate Offsets (X, Y):[4:0-6-4,0-1-12], [5:0-6-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.10 9-10 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.20 9-10 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.30 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 149 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 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 3-13, 6-9 REACTIONS (lb/size)9=958/0-3-8, 13=958/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-196/114, 3-4=-652/61, 4-5=-438/62, 5-6=-652/61, 6-7=-196/114, 7-8=0/106, 2-13=-279/83, 7-9=-279/83 BOT CHORD 12-13=0/355, 10-12=0/388, 9-10=0/355 WEBS 3-12=-36/105, 4-12=-12/189, 5-12=0/1, 5-10=-12/190, 6-10=-37/105, 3-13=-695/0, 6-9=-694/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232443B04Piggyback Base 4 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:21 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =3x4 =MT18HS 4x8 =3x8 =3x4 =MT18HS 4x8 =3x4 =3x4 =3x8 =2x8 12 11 10 9 8 1 72 63 4 5 1-4-4 -1-4-4 3-10-12 8-1-0 3-10-12 17-9-12 5-10-0 13-11-0 4-2-4 4-2-4 4-2-4 22-0-0 5-6-8 13-9-4 8-2-12 8-2-12 8-2-12 22-0-03-11-012-0-0Scale = 1:77 Plate Offsets (X, Y):[4:0-6-4,0-1-12], [5:0-6-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.10 8-9 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.20 8-9 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.31 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 147 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 3-12, 6-8 REACTIONS (lb/size)8=865/0-3-8, 12=961/0-3-8 Max Horiz 12=24 (LC 10) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-196/114, 3-4=-655/58, 4-5=-441/60, 5-6=-658/56, 6-7=-215/84, 2-12=-279/83, 7-8=-222/53 BOT CHORD 11-12=0/356, 9-11=0/391, 8-9=0/363 WEBS 3-11=-35/106, 4-11=-10/190, 5-11=-4/0, 5-9=-6/192, 6-9=-43/98, 3-12=-698/0, 6-8=-686/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232444B05Piggyback Base 4 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:22 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =3x4 =MT18HS 4x8 =3x8 =3x4 =MT18HS 4x8 =3x4 =3x4 =3x8 =2x8 11 10 9 8 7 61 2 5 3 4 4-2-4 4-2-4 3-10-12 8-1-0 3-10-12 17-9-12 5-10-0 13-11-0 4-2-4 22-0-0 5-6-8 13-9-4 8-2-12 8-2-12 8-2-12 22-0-03-11-012-0-0Scale = 1:77 Plate Offsets (X, Y):[3:0-6-4,0-1-12], [4:0-6-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.10 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.20 7-8 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.30 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 145 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 10-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 5-7 REACTIONS (lb/size)7=868/0-3-8, 11=868/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-215/84, 2-3=-661/53, 3-4=-444/56, 4-5=-661/53, 5-6=-215/84, 1-11=-222/53, 6-7=-222/53 BOT CHORD 10-11=0/365, 8-10=0/394, 7-8=0/365 WEBS 2-10=-41/99, 3-10=-7/192, 4-10=0/1, 4-8=-7/192, 5-8=-42/99, 2-11=-690/0, 5-7=-690/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232445B06Piggyback Base 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:22 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 8.4912 =2x4 =3x6 =3x4 6 54 1 2 3 2-8-7 2-8-7 1-11-0 -1-11-0 0-2-9 2-8-7 2-5-14 2-5-145-9-153-11-05-9-15Scale = 1:39.1 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 0.78 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=24/ Mechanical, 5=27/ Mechanical, 6=274/0-4-9 Max Horiz 6=122 (LC 4) Max Uplift 3=-60 (LC 6), 5=-110 (LC 10), 6=-39 (LC 5) Max Grav 3=73 (LC 5), 5=127 (LC 5), 6=340 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-316/63, 1-2=0/119, 2-3=-73/39 BOT CHORD 5-6=-83/66, 4-5=0/0 WEBS 2-5=-120/150 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 15.5 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 39 lb uplift at joint 6, 60 lb uplift at joint 3 and 110 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232446BJ01Jack-Open 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:23 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 6 54 1 2 3 2-0-0 2-0-0 1-4-4 -1-4-4 0-2-7 2-0-0 1-9-9 1-9-95-11-03-11-05-11-0Scale = 1:40.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=19/ Mechanical, 4=18/ Mechanical, 6=200/0-3-8 Max Horiz 6=123 (LC 4) Max Uplift 3=-43 (LC 6), 4=-160 (LC 10), 6=-109 (LC 5) Max Grav 3=73 (LC 5), 4=154 (LC 5), 6=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-230/137, 1-2=0/106, 2-3=-65/49 BOT CHORD 5-6=-85/68, 4-5=0/0 WEBS 2-5=-160/201 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 109 lb uplift at joint 6, 160 lb uplift at joint 4 and 43 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232447BJ02Jack-Open 8 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:23 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =6x10 =3x6 =4x6 =3x4 =6x6 =3x4 =3x4 =3x4 =4x6 =3x4 =3x6 =6x10 29 2 23 14 1324 25 1226 27 28 11 91 10 3 81522 5 17 18 6 19 2016 214 7 1-4-4 -1-4-4 1-4-4 21-4-4 3-8-2 8-0-2 3-8-2 15-8-0 3-11-11 11-11-14 4-4-0 4-4-0 4-4-0 20-0-0 4-2-4 4-2-4 4-2-4 20-0-0 5-9-12 15-9-12 5-9-12 10-0-02-5-81-0-30-1-92-3-152-3-150-1-92-5-8Scale = 1:43.1 Plate Offsets (X, Y):[2:0-8-0,0-1-4], [9:0-8-0,0-1-4] 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 0.85 Vert(LL)-0.18 12 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.89 Vert(CT)-0.31 11-12 >775 180 TCDL 10.0 Rep Stress Incr NO WB 0.65 Horz(CT)0.06 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 89 lb FT = 0% LUMBER TOP CHORD 2x4 SPF-S 1650F 1.6E *Except* 4-7:2x4 SPFNo.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 -- 2-2-8, Right 2x6 SPFNo.2 -- 2-2-8 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except 2-0-0 oc purlins (2-9-2 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=1368/0-3-8, 9=1390/0-3-8 Max Grav 2=1441 (LC 20), 9=1469 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-18/0, 2-4=-2519/0, 4-5=-2251/0, 5-6=-3767/0, 6-7=-2285/0, 7-9=-2554/0, 9-10=-18/0 BOT CHORD 2-14=0/2296, 12-14=0/3622, 11-12=0/3637, 9-11=0/2329 WEBS 4-14=0/692, 5-14=-1544/0, 5-12=0/310, 6-12=0/294, 6-11=-1524/0, 7-11=0/690 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 5 lb up at 2-4-12, 112 lb down and 30 lb up at 4-4-0, 112 lb down and 30 lb up at 6-4-12, 112 lb down and 30 lb up at 8-4-12, 112 lb down and 30 lb up at 10-4-12, 112 lb down and 30 lb up at 12-4-12, 112 lb down and 30 lb up at 14-4-12, and 112 lb down and 30 lb up at 15-8-0, and 89 lb down and 5 lb up at 17-7-4 on top chord, and 49 lb down and 2 lb up at 2-4-12, 44 lb down at 4-4-12, 44 lb down at 6-4-12, 44 lb down at 8-4-12, 44 lb down at 10-4-12, 44 lb down at 12-4-12, 44 lb down at 14-4-12, and 44 lb down at 15-7-4, and 49 lb down and 2 lb up at 17-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 4=-84 (F), 7=-84 (F), 14=-28 (F), 11=-28 (F), 15=-61 (F), 16=-84 (F), 17=-84 (F), 18=-84 (F), 19=-84 (F), 21=-84 (F), 22=-61 (F), 23=-42 (F), 24=-28 (F), 25=-28 (F), 26=-28 (F), 27=-28 (F), 28=-28 (F), 29=-42 (F) Job Truss Truss Type Qty Ply WF99 S I47232448C01Hip Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:23 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =3x10 =4x6 =2x4 =3x8 =MT18HS 5x10 =3x4 =MT18HS 7x10 =3x4 =2x4 =4x6 =3x10 2 12 11 10 9 1 3 8 4 7 13 14 5 6 1-4-4 -1-4-4 3-0-4 6-4-0 3-0-4 16-8-4 3-3-12 3-3-12 3-3-12 20-0-0 7-4-0 13-8-0 6-2-4 20-0-0 6-2-4 6-2-4 7-7-8 13-9-123-1-81-0-30-1-92-11-152-11-150-1-93-1-8Scale = 1:41.2 Plate Offsets (X, Y):[2:0-8-4,0-0-8], [5:0-5-4,Edge], [6:0-5-4,Edge], [9:0-8-4,0-0-8] 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 0.79 Vert(LL)-0.09 10-12 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.21 10-12 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT)0.04 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 81 lb FT = 0% 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 -- 1-9-5, Right 2x8 SP No.2 -- 1-9-5 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except 2-0-0 oc purlins (3-0-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=884/0-3-8, 9=797/0-3-8 Max Horiz 2=-4 (LC 13) Max Grav 2=1057 (LC 20), 9=918 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/0, 2-4=-1474/0, 4-5=-1592/0, 5-6=-1534/0, 6-7=-1604/0, 7-9=-1516/0 BOT CHORD 2-12=0/1219, 10-12=0/1542, 9-10=0/1257 WEBS 4-12=0/482, 5-12=-102/164, 6-12=-150/136, 6-10=-98/167, 7-10=0/472 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232449C02Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:24 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =6x8 =2x4 =6x8 =4x6 =6x6 =6x6 =2x4 =6x8 1 2 12 9 8 7 10 11 3 6 4 5 1-4-4 -1-4-4 3-10-0 11-11-0 3-10-12 8-1-0 3-10-12 15-9-12 4-2-4 20-0-0 4-2-4 4-2-4 4-1-8 12-0-12 7-11-4 20-0-0 7-11-4 7-11-43-8-81-0-30-1-93-6-153-6-150-1-93-8-8Scale = 1:40.5 Plate Offsets (X, Y):[2:0-4-0,0-3-10], [7:0-4-0,0-3-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.03 2-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(CT)-0.05 2-9 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.12 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 492 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 1-1/2X11-7/8 LP-LSL 1.75E WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=1790/0-3-8, 7=1077/0-3-8 Max Horiz 2=1 (LC 13) Max Grav 2=2074 (LC 20), 7=1303 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/9, 2-3=-3096/0, 3-4=-2877/0, 4-5=-2650/0, 5-6=-2282/0, 6-7=-2544/0 BOT CHORD 2-9=0/2770, 8-9=0/2115, 7-8=0/2259 WEBS 3-9=-97/228, 4-9=0/624, 5-9=-92/787, 5-8=-110/92, 6-8=-156/168 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: 2x12 - 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Load case(s) 8, 11 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1200 lb down and 141 lb up at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 12=-1200 (F) 8)Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-100, 4-7=-20, 4-5=-20, 5-7=-20 Concentrated Loads (lb) Vert: 12=-600 (F) 11)Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (lb/ft) Vert: 1-4=-20, 4-5=-20, 5-8=-20, 2-8=-20 Concentrated Loads (lb) Vert: 12=-600 (F) Job Truss Truss Type Qty Ply WF99 S I47232450C03HIP13WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:24 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =3x10 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 4-9-0 4-9-0 0-1-8 4-9-0 4-7-8 4-7-82-7-31-0-32-3-110-3-8Scale = 1:27.1 Plate Offsets (X, Y):[4:Edge,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 0.42 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 16 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=163/0-1-8, 5=283/0-3-8 Max Horiz 5=-40 (LC 6) Max Grav 4=220 (LC 9), 5=399 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47, 2-3=-139/25, 3-4=-167/8, 2-5=-364/17 BOT CHORD 4-5=0/70 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232451C04Monopitch71WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:25 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 2.8312 =3x4 =3x6 =2x4 =3x4 6 5 4 1 2 3 0-3-8 3-2-2 1-11-0 -1-11-0 2-10-10 2-10-10 0-3-8 3-2-2 2-10-10 2-10-101-9-21-0-31-9-2Scale = 1:26.5 Plate Offsets (X, Y):[3:0-2-15,0-0-8] Loading (psf)Spacing 3-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL)0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(CT)0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT)-0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 12 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD 2-0-0 oc purlins, except end verticals (Switched from sheeted: Spacing > 2-8-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=70/ Mechanical, 5=34/ Mechanical, 6=419/0-4-9 Max Horiz 6=46 (LC 15) Max Uplift 3=-37 (LC 8) Max Grav 3=104 (LC 12), 5=89 (LC 5), 6=571 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-509/22, 1-2=0/71, 2-3=-57/19 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 3-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)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 WF99 S I47232452CJ1DIAGONAL HIP GIRDER 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:25 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =2x4 =2x4 5 4 1 2 3 1-4-4 -1-4-4 2-4-0 2-4-0 2-4-01-9-81-0-31-9-8Scale = 1:21.7 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 0.38 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 8 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=39/ Mechanical, 4=14/ Mechanical, 5=207/0-3-8 Max Horiz 5=32 (LC 14) Max Uplift 3=-14 (LC 8) Max Grav 3=57 (LC 12), 4=37 (LC 5), 5=284(LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-253/8, 1-2=0/47, 2-3=-40/15 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 14 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232453CJ2Jack-Open 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:25 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =2x4 =2x4 =2x4 =4x6 =2x4 =3x6 8 7 6 5 1 2 43 1-7-0 1-9-0 0-3-4 4-4-0 1-4-4 -1-4-4 1-8-12 4-0-12 2-4-0 2-4-0 0-3-4 4-4-0 1-10-8 4-0-12 2-2-4 2-2-41-9-81-0-30-6-21-0-150-1-91-9-8Scale = 1:33.4 Plate Offsets (X, Y):[4:0-3-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.03 7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.03 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)4=86/ Mechanical, 6=58/ Mechanical, 8=263/0-3-8 Max Horiz 8=31 (LC 15) Max Grav 4=129 (LC 20), 6=74 (LC 5), 8=372 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-312/5, 1-2=0/47, 2-3=-46/10, 3-4=-4/1 BOT CHORD 7-8=-4/3, 6-7=0/0, 5-6=0/0 WEBS 3-7=-40/33, 4-6=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 27 lb up at 2-4-0 on top chord, and 39 lb down and 44 lb up at 2-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=0 (F), 7=2 (F) Job Truss Truss Type Qty Ply WF99 S I47232454CJ3Jack-Open Girder 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:26 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 412 =2x4 =2x4 =2x4 =3x4 6 5 4 1 2 3 1-4-4 -1-4-4 0-3-8 4-4-0 4-0-8 4-0-8 0-3-8 4-4-0 4-0-8 4-0-82-5-81-0-32-5-8Scale = 1:28.2 Plate Offsets (X, Y):[3:0-2-13,0-0-8] 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 0.43 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(CT)-0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.02 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=98/ Mechanical, 5=46/ Mechanical, 6=263/0-3-8 Max Horiz 6=42 (LC 14) Max Uplift 3=-11 (LC 14) Max Grav 3=144 (LC 9), 5=84 (LC 5), 6=371 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-336/12, 1-2=0/47, 2-3=-64/35 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 3-5=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232455CJ4Jack-Open 7 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:26 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front1 Ply Plywood/OSB Structural =2x8 =3x4 =3x4 =4x6 =3x4 =2x8 27 26 25 24 2322 21 20 19 18 17 16 151 142133 124 5 11 6 10 7 9 8 1-4-4 15-7-12 1-4-4 -1-4-4 7-1-12 14-3-8 7-1-12 7-1-12 14-3-81-11-09-0-12Scale = 1:56.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 109 lb FT = 0% 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 8-21 REACTIONS (lb/size)16=150/14-3-8, 17=94/14-3-8, 18=109/14-3-8, 19=105/14-3-8, 20=115/14-3-8, 21=147/14-3-8, 23=115/14-3-8, 24=105/14-3-8, 25=109/14-3-8, 26=94/14-3-8, 27=150/14-3-8 Max Uplift 16=-3 (LC 10), 17=-39 (LC 10), 18=-4 (LC 10), 19=-23 (LC 10), 21=-103 (LC 9), 24=-23 (LC 10), 25=-4 (LC 10), 26=-39 (LC 10), 27=-3 (LC 10) Max Grav 16=150 (LC 1), 17=145 (LC 8), 18=125 (LC 8), 19=137 (LC 8), 20=115 (LC 1), 21=187 (LC 10), 23=115 (LC 1), 24=137 (LC 8), 25=125 (LC 8), 26=145 (LC 8), 27=150 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-27=-222/70, 1-2=0/106, 2-3=-15/56, 3-4=-22/69, 4-5=-69/93, 5-6=-100/103, 6-7=-141/140, 7-8=-150/148, 8-9=-150/148, 9-10=-141/140, 10-11=-100/103,11-12=-69/93, 12-13=-22/69, 13-14=-15/56,14-15=0/106, 14-16=-222/70 BOT CHORD 26-27=-56/43, 25-26=-56/43, 24-25=-56/43,23-24=-56/43, 21-23=-56/43, 20-21=-56/43, 19-20=-56/43, 18-19=-56/43, 17-18=-56/43, 16-17=-56/43 WEBS 8-21=-171/126, 7-23=-88/0, 6-24=-109/38, 5-25=-103/25, 4-26=-104/37, 3-27=-40/77, 9-20=-88/0, 10-19=-109/38, 11-18=-103/25, 12-17=-104/37, 13-16=-40/77 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 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 3 lb uplift at joint 27, 3 lb uplift at joint 16, 103 lb uplift at joint 21, 23 lb uplift at joint 24, 4 lb uplift at joint 25, 39 lb uplift at joint 26, 23 lb uplift at joint 19, 4 lb uplift at joint 18 and 39 lb uplift at joint 17. 11)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232456D01Common Supported Gable 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:27 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =6x8 =3x4 =5x9 =3x8 =6x8 =3x4 9 8 7 6 51 42 3 1-4-4 15-7-12 1-4-4 -1-4-4 7-1-12 14-3-8 7-1-12 7-1-12 7-1-12 14-3-8 7-1-12 7-1-121-11-09-0-12Scale = 1:60.4 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-5-8,0-2-8], [4:0-3-8,Edge], [6:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.04 7-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.08 7-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 73 lb FT = 0% 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=650/0-3-8, 9=650/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-524/25, 3-4=-524/25, 4-5=0/106, 2-9=-580/0, 4-6=-580/0 BOT CHORD 7-9=0/172, 6-7=0/172 WEBS 3-7=0/252, 2-7=-24/125, 4-7=-24/125 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232457D02Common21WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:28 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =5x6 =4x6 =8x8 =3x6 =6x8 =4x6 =12x12 =3x6 =8x8 =4x6 =5x615 12 13 1114 10 9 8 7 6 1 5 2 4 3 1-4-4 15-7-12 3-8-10 3-8-10 3-5-2 10-6-14 3-5-2 7-1-12 3-8-10 14-3-8 3-5-2 10-6-14 3-5-2 7-1-12 3-8-10 3-8-10 3-8-10 14-3-81-11-09-0-12Scale = 1:60.1 Plate Offsets (X, Y):[1:0-3-0,0-1-8], [5:0-3-0,0-1-8], [7:Edge,0-3-8], [8:0-3-8,0-5-12], [11:0-3-8,0-5-12] 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)-0.04 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.07 9-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.93 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 227 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=4122/0-3-8, 12=6062/0-3-8 Max Horiz 12=-24 (LC 10) Max Grav 7=4403 (LC 8), 12=6234 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-4196/0, 2-3=-3397/0, 3-4=-3397/0, 4-5=-4107/0, 5-6=0/106, 1-12=-4186/0, 5-7=-4196/0 BOT CHORD 11-12=0/265, 9-11=0/2864, 8-9=0/2802, 7-8=0/173 WEBS 3-9=0/4469, 4-9=-891/150, 4-8=-168/1054, 2-9=-1003/0, 2-11=0/1225, 1-11=0/2834, 5-8=0/2867 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-8 2x4 - 1 row at 0-5-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1458 lb down at 0-1-12, 1449 lb down at 2-4-4, 1449 lb down at 4-4-4, 1449 lb down at 6-4-4, and 1442 lb down at 8-4-4, and 2161 lb down and 112 lb up at 10-3-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 12=-1443 (F), 10=-1433 (F), 8=-1806 (F), 13=-1433 (F), 14=-1433 (F), 15=-1426 (F) Job Truss Truss Type Qty Ply WF99 S I47232458D03Common Girder 1 2WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:29 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =3x8 =5x6 =3x4 =3x8 =2x4 =3x4 =3x4 =5x6 =3x8 =4x6 =2x4 23 24 25 26 15 14 13 22 12 11 10 9 81 72 519184 2017 2116 63 1-4-4 -1-4-4 1-4-4 19-8-4 4-6-13 11-5-7 4-6-13 16-0-4 4-6-13 6-10-10 2-3-12 18-4-0 2-3-13 2-3-13 2-2-0 18-4-0 2-2-1 2-2-1 4-6-13 11-5-7 4-8-9 16-2-0 4-8-9 6-10-104-2-131-11-00-1-150-1-154-0-134-0-130-1-154-2-12Scale = 1:40.3 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-3-9,0-2-8], [6:0-3-9,0-2-8], [7:0-3-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.02 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.06 11-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.02 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 93 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-2 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)9=983/0-3-8, 15=839/0-3-8 Max Uplift 9=-71 (LC 10), 15=-121 (LC 10) Max Grav 9=1120 (LC 8), 15=1021 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-727/133, 3-4=-516/103, 4-5=-1167/108, 5-6=-567/77, 6-7=-801/95, 7-8=0/106, 2-15=-1020/132, 7-9=-1117/84 BOT CHORD 14-15=-49/21, 12-14=-31/1108, 11-12=-31/1108, 10-11=-21/1124, 9-10=-46/22 WEBS 3-14=-37/274, 4-14=-815/20, 4-12=0/231, 4-11=-4/36, 5-11=-1/223, 5-10=-772/41, 6-10=-13/306, 2-14=-57/663, 7-10=-16/732 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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 121 lb uplift at joint 15 and 71 lb uplift at joint 9. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 130 lb up at 2-3-13, 63 lb down and 36 lb up at 4-1-5, 63 lb down and 36 lb up at 6-1-5, 63 lb down and 36 lb up at 8-1-1, 63 lb down and 36 lb up at 10-2-9, 63 lb down and 36 lb up at 12-2-9, and 63 lb down and 36 lb up at 14-2-9, and 61 lb down and 132 lb up at 16-0-4 on top chord, and 75 lb down and 91 lb upat 2-3-14, 35 lb down and 20 lb up at 4-1-5, 35 lb downand 20 lb up at 6-1-5, 35 lb down and 20 lb up at 8-1-1,35 lb down and 20 lb up at 10-2-9, 35 lb down and 20 lbup at 12-2-9, and 35 lb down and 20 lb up at 14-2-9,and 223 lb down and 29 lb up at 16-0-5 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. 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, 3-6=-60, 6-7=-60, 7-8=-60, 9-15=-20 Concentrated Loads (lb) Vert: 3=42 (F), 6=44 (F), 13=-9 (F), 14=-17 (F),10=-204 (F), 16=-2 (F), 17=-2 (F), 18=-2 (F), 19=-2 (F), 20=-2 (F), 21=-2 (F), 22=-9 (F), 23=-9 (F), 24=-9 (F), 25=-9 (F), 26=-9 (F) Job Truss Truss Type Qty Ply WF99 S I47232459EARoof Special Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:29 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =3x8 =5x6 =3x4 =3x8 =2x4 =5x6 =3x8 =4x6 =2x4 13 12 11 10 9 8 71 2 6 4 53 1-4-4 -1-4-4 1-4-4 19-8-4 5-2-4 14-4-4 5-2-4 9-2-0 3-11-12 18-4-0 3-11-13 3-11-13 3-10-0 18-4-0 3-10-1 3-10-1 5-4-0 14-6-0 5-4-0 9-2-05-10-131-11-00-1-155-8-145-8-140-1-155-10-13Scale = 1:45.4 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.02 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.04 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 97 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=812/0-3-8, 13=812/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-668/0, 3-4=-455/10, 4-5=-454/10, 5-6=-668/0, 6-7=0/106, 2-13=-780/0, 6-8=-780/0 BOT CHORD 12-13=-36/29, 10-12=0/621, 9-10=0/621, 8-9=-36/29 WEBS 3-12=0/220, 4-12=-317/0, 4-10=0/222, 4-9=-317/0, 5-9=0/220, 2-12=0/438, 6-9=0/438 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232460EBRoof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:30 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =5x6 =3x4 =8x8 =3x4 =5x6 =3x8 =5x6 =2x4 11 10 9 8 7 1 6 2 5 43 1-4-4 -1-4-4 1-4-4 19-8-4 7-0-7 12-8-4 5-7-13 18-4-0 5-7-13 5-7-13 5-6-1 18-4-0 5-6-1 5-6-1 7-3-15 12-10-07-6-131-11-00-1-157-4-147-4-140-1-157-6-13Scale = 1:55 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-6-1,Edge], [4:0-3-9,Edge], [5:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.06 8-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.12 8-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 99 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)7=812/0-3-8, 11=812/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-709/0, 3-4=-475/24, 4-5=-709/0, 5-6=0/106, 2-11=-765/0, 5-7=-765/0 BOT CHORD 10-11=-15/77, 8-10=0/413, 7-8=-16/77 WEBS 3-10=0/186, 3-8=0/1, 4-8=0/186, 2-10=0/374, 5-8=0/375 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232461ECRoof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:31 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =3x8 =4x6 =3x4 =3x4 =6x6 =4x6 =3x8 =4x6 =3x8 =2x8 13 12 11 10 9 81 2 7 63 54 1-4-4 -1-4-4 1-4-4 19-8-4 3-8-7 11-0-4 3-6-2 14-6-6 3-6-2 7-3-13 3-9-10 18-4-0 3-9-10 3-9-10 3-11-15 11-2-0 7-2-1 18-4-0 7-2-1 7-2-19-2-131-11-00-3-148-10-148-10-140-3-149-2-13Scale = 1:58.9 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 0.48 Vert(LL)-0.05 11-13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.11 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.46 Horz(CT)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 114 lb FT = 0% 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=812/0-3-8, 13=812/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-220/59, 3-4=-631/30, 4-5=-430/37, 5-6=-631/30, 6-7=-219/59, 7-8=0/106, 2-13=-286/43, 7-9=-286/43 BOT CHORD 11-13=0/378, 10-11=0/362, 9-10=0/378 WEBS 3-11=-73/73, 4-11=0/194, 4-10=0/2, 5-10=0/194, 6-10=-72/73, 3-13=-561/0, 6-9=-561/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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)This truss is designed in accordance with the 2018International 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 WF99 S I47232462EDRoof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:31 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =5x6 =4x9 =3x8 =3x4 =4x6 =5x9 =2x8 9 8 7 6 5 4 3 1 2 0-8-5 3-0-11 1-4-4 13-2-12 2-4-5 2-4-5 4-2-6 7-3-1 4-7-8 11-10-8 2-8-8 2-8-8 9-2-0 11-10-88-4-81-11-010-8-13Scale = 1:65.9 Plate Offsets (X, Y):[1:0-2-12,0-1-8] 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 0.74 Vert(LL)-0.13 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.25 7-8 >550 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 83 lb FT = 0% 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. WEBS 1 Row at midpt 1-9, 2-8 REACTIONS (lb/size)7=559/0-3-8, 9=458/0-3-8 Max Horiz 9=153 (LC 4) Max Grav 7=560 (LC 8), 9=458 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-279/114, 2-4=-312/84, 4-5=-274/51, 5-6=0/106, 1-9=-498/0, 5-7=-334/36 BOT CHORD 8-9=-43/92, 7-8=0/202 WEBS 4-8=-211/78, 1-8=0/343, 4-7=-183/53, 2-8=-176/205 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232463EERoof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:31 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x9 =4x9 =3x4 =2x4 =3x8 =4x6 =2x4 9 8 7 6 5 4 3 1 2 1-4-4 13-2-12 2-8-8 2-8-8 4-5-4 7-1-12 4-8-12 11-10-8 4-8-12 11-10-8 7-1-12 7-1-128-4-81-11-011-1-0Scale = 1:66.2 Plate Offsets (X, Y):[5:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.06 8-9 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.12 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 83 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 9-1:2x4 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 1-9, 2-9 REACTIONS (lb/size)7=559/0-3-8, 9=458/0-3-8 Max Horiz 9=153 (LC 4) Max Grav 7=566 (LC 8), 9=473 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-241/217, 2-4=-562/123, 4-5=-459/23, 5-6=0/106, 1-9=-224/163, 5-7=-535/0 BOT CHORD 8-9=-22/118, 7-8=-29/46 WEBS 2-8=-67/494, 4-8=-375/99, 2-9=-334/0, 5-8=0/205 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232464EFCommon21WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:32 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6912 =2x4 =3x6 =3x4 6 9 10 5 4 1 2 7 8 3 2-1-6 -2-1-6 3-5-12 3-5-12 0-0-7 0-0-7 0-5-7 3-5-12 2-11-14 3-0-54-1-121-11-04-1-12Scale = 1:31.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 17 lb FT = 0% 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 3-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=16/ Mechanical, 4=230/ Mechanical, 6=296/0-4-9 Max Horiz 6=85 (LC 10) Max Uplift 3=-80 (LC 6), 4=-19 (LC 10), 6=-27 (LC 9) Max Grav 3=78 (LC 8), 4=249 (LC 6), 6=353 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-304/18, 1-2=0/122, 2-3=-66/37 BOT CHORD 5-6=-72/44, 4-5=0/0 WEBS 2-5=-51/82 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 27 lb uplift at joint 6, 80 lb uplift at joint 3 and 19 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 112 lb up at 1-6-2, and 54 lb down and 90 lb up at 2-3-5 on top chord, and 16 lb down and 21 lb up at 1-6-2, and 60 lb up at 2-3-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-212, 7=37 (B), 8=30 (F) Job Truss Truss Type Qty Ply WF99 S I47232465EJADiagonal Hip Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:33 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-9 1-4-9 1-4-4 -1-4-4 0-1-2 1-4-9 1-3-6 1-3-62-10-11-8-52-10-1Scale = 1:31.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-19/ Mechanical, 4=12/ Mechanical, 5=194/0-3-8 Max Horiz 5=43 (LC 5) Max Uplift 3=-80 (LC 6), 4=-22 (LC 10) Max Grav 3=52 (LC 5), 4=29 (LC 4), 5=267 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-254/0, 1-2=0/96, 2-3=-67/32 BOT CHORD 4-5=-25/18 WEBS 2-4=-29/39 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 4 and 80 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232466EJBJack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:34 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-0-9 3-0-9 0-2-2 3-0-9 2-10-8 2-10-84-2-121-8-54-2-12Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=60/ Mechanical, 4=29/ Mechanical, 5=227/0-3-8 Max Horiz 5=83 (LC 10) Max Uplift 3=-16 (LC 10), 4=-18 (LC 10) Max Grav 3=98 (LC 8), 4=58 (LC 3), 5=247(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-218/4, 1-2=0/96, 2-3=-69/54 BOT CHORD 4-5=-71/50 WEBS 2-4=-56/79 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 16 lb uplift at joint 3 and 18 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232467EJCJack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:34 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 3-0-10 3-0-10 0-2-2 3-0-10 2-10-8 2-10-84-2-131-8-54-2-13Scale = 1:31 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=62/ Mechanical, 4=29/ Mechanical, 5=228/0-3-8 Max Horiz 5=83 (LC 10) Max Uplift 3=-16 (LC 10), 4=-19 (LC 10) Max Grav 3=100 (LC 8), 4=58 (LC 3), 5=247(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-218/4, 1-2=0/96, 2-3=-70/55 BOT CHORD 4-5=-71/51 WEBS 2-4=-57/80 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 16 lb uplift at joint 3 and 19 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232468EJDJack-Open 7 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:34 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x4 5 4 1 2 3 1-3-7 1-3-7 1-4-4 -1-4-4 0-1-2 1-3-7 1-2-6 1-2-62-9-31-8-52-9-3Scale = 1:35.3 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-26/ Mechanical, 4=11/ Mechanical, 5=195/0-3-8 Max Horiz 5=44 (LC 5) Max Uplift 3=-88 (LC 6), 4=-24 (LC 10) Max Grav 3=51 (LC 5), 4=31 (LC 4), 5=272 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-261/0, 1-2=0/96, 2-3=-71/31 BOT CHORD 4-5=-24/19 WEBS 2-4=-31/39 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 4 and 88 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232469EJEJack-Open 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:35 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 7.6812 =2x4 =3x6 =3x4 5 8 9 4 1 2 6 7 3 2-1-6 -2-1-6 3-6-1 3-6-1 0-2-2 3-6-1 3-3-15 3-3-154-1-151-11-04-1-15Scale = 1:31.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(CT)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.03 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 0% 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 3-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=17/ Mechanical, 4=34/ Mechanical, 5=280/0-4-9 Max Horiz 5=86 (LC 10) Max Uplift 3=-80 (LC 6), 4=-61 (LC 10), 5=-34 (LC 9) Max Grav 3=80 (LC 8), 4=67 (LC 3), 5=335 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-302/19, 1-2=0/122, 2-3=-66/38 BOT CHORD 4-5=-72/45 WEBS 2-4=-50/80 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 34 lb uplift at joint 5, 80 lb uplift at joint 3 and 61 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 120 lb up at 1-4-15, and 54 lb down and 91 lb up at 2-3-5 on top chord, and 18 lb down and 22 lb up at 1-4-15, and 60 lb up at 2-3-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=40 (F), 7=30 (B) Job Truss Truss Type Qty Ply WF99 S I47232470EJFDiagonal Hip Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:35 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-4 -1-4-4 1-4-14 1-4-14 0-1-1 1-4-14 1-3-12 1-3-123-3-141-11-03-3-14Scale = 1:33.2 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-17/ Mechanical, 4=13/ Mechanical, 5=194/0-3-8 Max Horiz 5=50 (LC 5) Max Uplift 3=-78 (LC 6), 4=-78 (LC 4) Max Grav 3=74 (LC 5), 4=25 (LC 3), 5=265 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-253/0, 1-2=0/106, 2-3=-73/50 BOT CHORD 4-5=-63/0 WEBS 2-4=0/106 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 4 and 78 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232471EJGJack-Open 2 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:35 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 Sheet Front 1 Ply Plywood/OSB Structural =3x8 =2x4 =4x6 =3x8 1 5 2 6 4 3 0-11-4 6-3-9 0-11-4 -0-11-4 2-8-2 5-4-5 2-8-2 2-8-2 5-4-53-4-120-7-72-10-3Scale = 1:28.3 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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 21 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=189/5-4-5, 4=189/5-4-5, 6=163/5-4-5 Max Uplift 2=-5 (LC 10), 4=-5 (LC 10) Max Grav 2=189 (LC 1), 4=189 (LC 1), 6=178 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/44, 2-3=-95/19, 3-4=-95/19, 4-5=0/44 BOT CHORD 2-6=0/24, 4-6=0/24 WEBS 3-6=-111/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 2 and 5 lb uplift at joint 4. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232472G01GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:36 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =4x6 =2x4 =3x8 1 5 2 6 4 3 0-11-4 6-3-9 0-11-4 -0-11-4 2-8-2 5-4-5 2-8-2 2-8-2 2-8-2 5-4-5 2-8-2 2-8-23-4-120-7-72-10-3Scale = 1:28.1 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 0.11 Vert(LL)0.00 2-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 2-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 21 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=268/0-3-8, 4=268/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-207/0, 3-4=-207/0, 4-5=0/45 BOT CHORD 2-6=0/95, 4-6=0/95 WEBS 3-6=0/124 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232473G02Common11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:37 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =4x6 =2x4 =3x8 1 2 5 4 3 0-11-4 -0-11-4 2-8-2 5-4-5 2-8-2 2-8-2 2-8-2 5-4-5 2-8-2 2-8-23-4-120-7-72-10-3Scale = 1:28.1 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 0.13 Vert(LL)0.00 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(CT)0.00 2-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 19 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 Right: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=275/0-3-8, 4=196/0-3-8 Max Horiz 2=11 (LC 5) Max Grav 2=275 (LC 1), 4=223 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-212/0, 3-4=-198/0 BOT CHORD 2-5=0/100, 4-5=0/100 WEBS 3-5=0/124 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232474G03Common11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:37 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =4x9 =3x4 =3x4 =3x8 =2x4 =3x4 =3x4 =3x4 =3x4 =4x9 =3x4 1 19 20 21 22 23 2 13 12 11 10 9 24 8 4 15 16 5 614 17 18 73 0-11-4 -0-11-4 2-3-15 2-3-15 2-7-1 20-2-13 5-0-11 7-4-10 5-0-11 17-7-12 5-2-7 12-7-1 2-2-3 2-2-3 2-5-5 20-2-13 5-2-7 17-9-8 5-2-7 12-7-1 5-2-7 7-4-103-1-30-7-70-4-130-2-22-4-92-4-90-2-22-6-11Scale = 1:42.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-4-8,0-0-13], [7:0-4-8,0-0-13], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)-0.09 10-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.55 Vert(CT)-0.19 10-11 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.05 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 76 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except 2-0-0 oc purlins (3-10-6 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=868/0-3-8, 8=830/0-3-8 Max Horiz 2=8 (LC 9) Max Grav 2=899 (LC 8), 8=902 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-1161/0, 3-4=-800/0, 4-6=-2079/0, 6-7=-949/0, 7-8=-1301/0 BOT CHORD 2-13=0/818, 11-13=0/2004, 10-11=0/2004, 9-10=0/2061, 8-9=0/968 WEBS 3-13=0/571, 4-13=-1319/0, 4-11=0/210, 4-10=-16/67, 6-10=0/200, 6-9=-1220/0, 7-9=0/586 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 37 lb up at 6-2-1, 54 lb down and 37 lb up at 8-2-1, 54 lb down and 37 lb up at 10-2-1, 54 lb down and 37 lb up at 12-2-1, and 54 lb down and 37 lb up at 14-2-1, and 54 lb down and 37 lb up at 16-2-1 on top chord, and 8 lb down at 6-2-1, 8 lb down at 8-2-1, 8 lb down at 10-2-1, 8 lb down at 12-2-1, 8 lb down at 14-2-1, and 8 lb down at 16-2-1, and 49 lb down and 9 lb up at 18-2-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-7=-60, 7-8=-60, 2-8=-20 Concentrated Loads (lb) Vert: 24=-38 Job Truss Truss Type Qty Ply WF99 S I47232475G04Hip Girder 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:37 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =2x4 =5x6 =3x4 =3x8 =2x4 =5x6 =2x4 =3x4 1 2 10 9 8 7 6 4 53 0-11-4 -0-11-4 5-3-2 9-11-13 5-3-2 15-2-15 4-8-12 4-8-12 4-11-14 20-2-13 4-7-0 4-7-0 4-10-2 20-2-13 5-4-14 9-11-13 5-4-14 15-4-115-1-30-7-70-4-130-2-24-4-94-4-90-2-24-6-11Scale = 1:42.6 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-0,0-2-1], [5:0-3-0,0-2-1], [6:0-1-11,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)-0.03 8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.31 Vert(CT)-0.06 8-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 80 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except 2-0-0 oc purlins (5-7-12 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=864/0-3-8, 6=796/0-3-8 Max Horiz 2=8 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-1049/0, 3-4=-1012/0, 4-5=-1012/0, 5-6=-1074/0 BOT CHORD 2-10=0/717, 8-10=0/713, 7-8=0/749, 6-7=0/753 WEBS 3-10=0/213, 3-8=0/377, 4-8=-337/13, 5-8=0/331, 5-7=0/221 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232476G05Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:38 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x8 =2x4 =MT18HS 5x10 =3x4 =MT18HS 5x10 =3x4 =3x6 1 7 6 5 4 32 5-8-10 12-10-3 7-1-8 7-1-8 7-4-10 20-2-13 6-0-2 12-11-15 6-11-12 6-11-12 7-2-14 20-2-136-6-110-7-70-4-130-2-26-4-96-4-90-2-26-6-11Scale = 1:50.1 Plate Offsets (X, Y):[1:0-3-8,Edge], [2:0-7-0,0-2-0], [3:0-7-0,0-2-0], [4:0-6-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.07 4-5 >999 240 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.18 4-5 >999 180 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.02 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 75 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=798/0-3-8, 4=798/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-987/0, 2-3=-676/0, 3-4=-995/0 BOT CHORD 1-7=0/645, 5-7=0/641, 4-5=0/660 WEBS 2-7=0/274, 2-5=0/22, 3-5=0/273 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232477G06Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:38 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x6 =3x6 =4x9 =3x4 =3x4 =5x6 =4x9 =3x4 =2x4 =3x8 11 10 9 8 7 6 1 2 5 43 0-11-1 0-11-1 10-5-6 4-1-0 4-1-0 4-8-12 15-2-2 5-0-11 20-2-13 5-5-5 9-6-5 1-2-9 10-7-2 3-11-4 3-11-4 5-5-5 9-4-9 9-7-11 20-2-138-6-113-10-20-4-137-9-90-2-20-2-23-10-23-10-20-2-24-0-44-4-58-4-90-2-28-6-11Scale = 1:67.6 Plate Offsets (X, Y):[2:0-4-8,0-1-14], [3:0-3-0,0-2-1], [4:0-4-8,0-0-13], [6:0-8-0,0-0-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.19 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.39 6-7 >606 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 97 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=798/0-3-8, 11=798/0-3-8 Max Horiz 11=77 (LC 4) Max Grav 6=823 (LC 7), 11=819 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-11=-784/0, 1-2=-767/0, 2-3=-806/0, 3-4=-582/17, 4-5=-821/0, 5-6=-1004/0 BOT CHORD 10-11=-25/33, 8-10=0/745, 7-8=0/512, 6-7=0/707 WEBS 1-10=0/979, 2-10=-577/0, 2-8=-316/30, 3-8=-5/148, 4-7=0/453, 5-7=-292/46 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)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 WF99 S I47232478G07Roof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:39 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =4x6 =3x4 =5x9 =3x4 =4x6 =3x8 =2x4 =3x4 9 8 7 6 5 4 1 2 3 3-6-0 9-11-13 6-5-13 6-5-13 4-11-9 14-11-6 5-3-7 20-2-13 6-3-0 12-7-1 6-4-1 6-4-1 7-7-12 20-2-138-11-45-10-20-4-130-2-25-10-25-10-20-2-26-0-42-11-08-11-4Scale = 1:58.9 Plate Offsets (X, Y):[2:0-4-8,0-1-14], [5:0-2-1,0-1-8] 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 0.59 Vert(LL)-0.08 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.18 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.02 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 101 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 1-2:2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-1 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 2-6 REACTIONS (lb/size)5=798/0-3-8, 9=798/0-3-8 Max Horiz 9=119 (LC 4) Max Grav 5=825 (LC 7), 9=817 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-758/0, 1-2=-692/0, 2-3=-644/18, 3-4=-935/3, 4-5=-1023/0 BOT CHORD 8-9=-45/46, 6-8=0/631, 5-6=0/710 WEBS 1-8=0/811, 2-8=-418/16, 2-6=-349/3, 3-6=0/688, 4-6=-296/63 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)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 WF99 S I47232479G08Roof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:39 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =4x6 =3x4 =3x4 =3x8 =6x6 =4x6 =3x4 =2x4 =3x4 10 9 8 7 6 5 1 2 3 4 1-1-4 9-11-13 4-5-5 4-5-5 4-5-5 8-10-10 4-11-9 14-11-6 5-3-7 20-2-13 5-3-7 20-2-13 6-2-8 14-11-6 8-8-14 8-8-148-11-47-10-20-4-130-2-27-10-27-10-20-2-28-0-40-11-08-11-4Scale = 1:67.9 Plate Offsets (X, Y):[3:0-2-9,Edge], [6:0-1-11,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.14 8-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.28 8-10 >867 180 TCDL 10.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 112 lb FT = 0% 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 5-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 2-10 REACTIONS (lb/size)6=798/0-3-8, 10=798/0-3-8 Max Horiz 10=164 (LC 4) Max Grav 6=829 (LC 7), 10=813 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-136/23, 1-2=-109/95, 2-3=-603/6, 3-4=-761/15, 4-5=-1136/30, 5-6=-1077/0 BOT CHORD 8-10=0/361, 7-8=0/481, 6-7=0/730 WEBS 2-10=-694/0, 2-8=0/344, 3-8=-568/14, 4-8=0/444, 4-7=-28/552, 5-7=-352/86 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)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 WF99 S I47232480G09Roof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:40 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x6 =3x6 =6x6 =3x4 =6x6 =3x8 =3x4 =3x6 =2x4 =3x4 712 11 109 8 6 5 4 1 32 0-11-4 21-2-1 1-4-7 1-4-7 5-1-11 13-9-15 7-3-13 8-8-4 6-4-14 20-2-13 1-2-11 1-2-11 4-11-15 13-9-15 6-4-14 20-2-13 7-7-5 8-10-010-9-68-10-90-4-130-2-29-10-29-10-20-2-210-0-4Scale = 1:77 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [2:0-3-7,Edge], [3:0-3-7,Edge], [6:0-1-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.08 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.18 9-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 121 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-1:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-9, 1-12 REACTIONS (lb/size)6=864/0-3-8, 12=796/0-3-8 Max Horiz 12=189 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-240/185, 2-3=-493/37, 3-5=-695/25, 5-6=-1008/0, 6-7=0/60, 1-12=-895/0 BOT CHORD 11-12=-70/85, 9-11=-29/123, 8-9=0/675, 6-8=0/675 WEBS 2-11=-736/0, 2-9=0/514, 3-9=-20/147, 5-9=-378/28, 5-8=0/230, 1-11=0/843 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232481G10Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:40 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x6 =3x4 =4x9 =5x6 =3x8 =3x4 =3x4 =3x6 =2x4 =3x6 712 11 10 9 8 6 5 41 2 3 0-11-4 21-2-1 2-6-3 6-3-8 3-9-4 3-9-4 6-9-12 13-1-3 7-1-10 20-2-13 2-9-11 6-5-4 3-7-8 3-7-8 6-8-0 13-1-3 7-1-10 20-2-1312-9-68-10-90-4-130-2-211-10-211-10-20-2-212-0-4Scale = 1:78.3 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [2:0-4-8,0-0-13], [3:0-3-0,0-2-1], [6:0-6-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.06 6-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(CT)-0.14 6-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.32 Horz(CT)0.02 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 130 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-1:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-10, 5-10, 1-12 REACTIONS (lb/size)6=864/0-3-8, 12=796/0-3-8 Max Horiz 12=189 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-412/97, 2-3=-379/67, 3-5=-581/56, 5-6=-1000/0, 6-7=0/60, 1-12=-762/0 BOT CHORD 11-12=-72/83, 10-11=0/209, 8-10=0/666, 6-8=0/666 WEBS 2-11=-432/0, 2-10=0/460, 3-10=-44/101, 5-10=-508/25, 5-8=0/313, 1-11=0/525 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232482G11Hip11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:42 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =5x6 =5x6 =3x8 =3x4 =3x6 =3x6 =2x4 =3x6 9 8 7 6 5 4 1 3 2 5-0-6 5-0-6 7-5-4 12-5-10 7-9-3 20-2-13 5-0-6 5-0-6 7-5-4 12-5-10 7-9-3 20-2-138-10-90-4-1313-0-13Scale = 1:82.3 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [5:0-6-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.08 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(CT)-0.20 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT)0.02 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 107 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-2,9-1:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 1-9 REACTIONS (lb/size)5=798/0-3-8, 9=798/0-3-8 Max Horiz 9=189 (LC 4) Max Grav 5=831 (LC 7), 9=811 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-489/87, 2-4=-542/74, 4-5=-1010/0, 1-9=-787/0 BOT CHORD 8-9=-72/72, 6-8=0/650, 5-6=0/650 WEBS 2-8=-84/223, 4-8=-604/27, 4-6=0/342, 1-8=0/496 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232483G12COMMON31WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:43 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 1 2 4 3 0-11-4 -0-11-4 2-0-0 2-0-0 2-0-03-4-30-6-112-6-11Scale = 1:24.6 Plate Offsets (X, Y):[2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 2-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 8 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEDGE Left: 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)2=151/0-3-8, 3=44/ Mechanical, 4=20/ Mechanical Max Horiz 2=48 (LC 10) Max Uplift 3=-21 (LC 10) Max Grav 2=160 (LC 6), 3=81 (LC 8), 4=39 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/58, 2-3=-54/53 BOT CHORD 2-4=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for 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 21 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232484G14Jack-Open 6 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:44 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =2x4 =2x4 1 2 4 3 0-11-4 -0-11-4 2-0-0 2-0-0 0-1-8 2-0-0 1-10-8 1-10-83-4-30-6-112-3-30-3-8Scale = 1:29.3 Plate Offsets (X, Y):[2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 2-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=146/0-3-8, 4=58/0-1-8 Max Horiz 2=-55 (LC 4) Max Uplift 2=-1 (LC 10) Max Grav 2=159 (LC 6), 4=69 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/58, 2-3=-52/46, 3-4=-50/7 BOT CHORD 2-4=-29/32 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232485G15MONO11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:44 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front 1 Ply Plywood/OSB Structural =3x8 =2x4 =2x4 1 2 4 3 0-11-4 -0-11-4 2-0-0 2-0-0 0-1-8 2-0-0 1-10-8 1-10-83-4-30-6-112-3-30-3-8Scale = 1:29.3 Plate Offsets (X, Y):[2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 2-4 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(CT)0.00 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 10 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=146/0-3-8, 4=58/0-1-8 Max Horiz 2=-55 (LC 4) Max Uplift 2=-1 (LC 10) Max Grav 2=159 (LC 6), 4=73 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/58, 2-3=-52/46, 3-4=-55/7 BOT CHORD 2-4=-29/32 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 4 considers parallel to grain 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) 4. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 2. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232486G16MONO11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:44 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12.6512 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 1 10 9 8 7 2 6 3 4 5 3-1-0 7-2-8 4-1-8 4-1-8 4-1-8 11-4-0 11-4-04-4-34-0-11Scale = 1:37.3 Plate Offsets (X, Y):[3:0-1-7,Edge], [5:0-1-7,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 0.17 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 41 lb FT = 0% 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 (10-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=103/11-4-0, 7=103/11-4-0, 8=284/11-4-0, 9=80/11-4-0, 10=284/11-4-0 Max Uplift 8=-89 (LC 4), 10=-89 (LC 4) Max Grav 1=103 (LC 1), 7=103 (LC 1), 8=368 (LC 7), 9=80 (LC 1), 10=368 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/109, 2-3=-87/47, 3-4=-22/30, 4-5=-22/30, 5-6=-87/47, 6-7=-65/109 BOT CHORD 1-10=-82/85, 9-10=-82/85, 8-9=-82/85, 7-8=-82/85 WEBS 4-9=-77/0, 2-10=-264/107, 6-8=-264/107 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 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 89 lb uplift at joint 10 and 89 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232487L2GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:44 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1 28 27 26 25 24 23 22 21 20 19 18 17 16 152 14345678910111213 4-9-10 4-9-10 4-9-10 26-9-14 17-2-11 22-0-5 26-9-145-7-145-4-6Scale = 1:46.8 Plate Offsets (X, Y):[3:0-1-5,Edge], [14:0-1-5,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 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 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 126 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=109/26-9-14, 16=109/26-9-14, 17=252/26-9-14, 18=119/26-9-14, 19=170/26-9-14, 20=158/26-9-14, 21=161/26-9-14, 22=160/26-9-14,24=161/26-9-14, 25=158/26-9-14,26=170/26-9-14, 27=119/26-9-14,28=252/26-9-14 Max Uplift 17=-100 (LC 4), 19=-9 (LC 4), 20=-1 (LC 4), 21=-2 (LC 4), 22=-2 (LC 4), 24=-2 (LC 4), 25=-1 (LC 4), 26=-9 (LC 4), 28=-100 (LC 4) Max Grav 1=109 (LC 1), 16=109 (LC 1), 17=340 (LC 7), 18=119 (LC 1), 19=189 (LC 7), 20=171 (LC 7), 21=175 (LC 7), 22=174 (LC 7), 24=175 (LC 7), 25=171 (LC 7), 26=189 (LC 7), 27=119 (LC 1), 28=340 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/96, 2-3=-93/56, 3-4=-46/48, 4-5=-46/48, 5-6=-46/48, 6-7=-46/48,7-9=-46/48, 9-10=-46/48, 10-11=-46/48,11-12=-46/48, 12-13=-46/48, 13-14=-46/48,14-15=-93/56, 15-16=-77/96 BOT CHORD 1-28=-76/86, 27-28=-76/86, 26-27=-76/86, 25-26=-76/86, 24-25=-76/86, 22-24=-76/86, 21-22=-76/86, 20-21=-76/86, 19-20=-76/86, 18-19=-76/86, 17-18=-76/86, 16-17=-76/86 WEBS 9-22=-134/26, 7-24=-134/26, 6-25=-132/25, 5-26=-143/32, 4-27=-96/0, 2-28=-246/117, 10-21=-134/26, 11-20=-132/25, 12-19=-143/32, 13-18=-96/0, 15-17=-246/117 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 0-0-0 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 2 lb uplift at joint 22, 2 lb uplift at joint 24, 1 lb uplift at joint 25, 9 lb uplift at joint 26, 100 lb uplift at joint 28, 2 lb uplift at joint 21, 1 lb uplift at joint 20, 9 lb uplift at joint 19 and 100 lb uplift at joint 17. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232488L3AGABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:45 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =4x6 =3x4 =3x4 91 17 16 15 1413 12 11 10 2 8 3 7 4 6 5 8-7-6 8-7-6 8-7-6 17-2-11 17-2-1110-1-139-10-5Scale = 1:61.1 Plate Offsets (X, Y):[5:Edge,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 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 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 93 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS (lb/size)1=101/17-2-11, 9=101/17-2-11, 10=199/17-2-11, 11=150/17-2-11, 12=160/17-2-11, 14=107/17-2-11, 15=160/17-2-11, 16=150/17-2-11,17=199/17-2-11 Max Uplift 1=-52 (LC 5), 9=-52 (LC 5), 10=-98 (LC 4), 11=-80 (LC 4), 12=-65 (LC 4), 14=-57 (LC 5), 15=-65 (LC 4), 16=-80 (LC 4), 17=-98 (LC 4) Max Grav 1=136 (LC 4), 9=136 (LC 4), 10=281 (LC 7), 11=216 (LC 7), 12=218 (LC 7), 14=169 (LC 4), 15=218 (LC 7), 16=216 (LC 7), 17=281 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-183/160, 2-3=-85/54, 3-4=-96/43, 4-5=-154/129, 5-6=-154/129, 6-7=-96/43,7-8=-85/54, 8-9=-183/160 BOT CHORD 1-17=-122/147, 16-17=-122/147, 15-16=-122/147, 14-15=-122/147, 12-14=-122/147, 11-12=-122/147, 10-11=-122/147, 9-10=-122/147 WEBS 5-14=-144/96, 4-15=-176/88, 3-16=-184/106, 2-17=-214/114, 6-12=-176/88,7-11=-184/106, 8-10=-214/114 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 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 52 lb uplift at joint 1, 52 lb uplift at joint 9, 57 lb uplift at joint 14, 65 lb uplift at joint 15, 80 lb uplift at joint 16, 98 lb uplift at joint 17, 65 lb uplift at joint 12, 80 lb uplift at joint 11 and 98 lb uplift at joint 10. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232489L3BGABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:45 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 14.1412 =3x6 =5x6 =3x4 =3x4 =3x4 =4x6 =3x4 1 28 27 26 2524 2 23 3 22 4 21 5 20 19 67 18 8 17 9 16 10 11 15 1412 13 4-0-0 23-9-12 19-9-12 19-9-12 8-0-0 8-0-0 6-9-1 23-9-12 9-0-11 17-0-1123-4-318-7-10Scale = 1:127.5 Plate Offsets (X, Y):[13:Edge,0-1-14], [15: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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 167 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 24-19:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-20. WEBS 1 Row at midpt 13-17, 12-18, 11-20, 9-21, 8-22, 7-23, 5-25 REACTIONS (lb/size)1=59/23-9-12, 15=89/23-9-12, 16=170/23-9-12, 17=127/23-9-12, 18=160/23-9-12, 20=160/23-9-12, 21=160/23-9-12, 22=161/23-9-12,23=159/23-9-12, 24=-3/23-9-12,25=147/23-9-12, 26=161/23-9-12,27=161/23-9-12, 28=155/23-9-12 Max Horiz 1=472 (LC 4) Max Uplift 1=-402 (LC 5), 15=-122 (LC 4), 16=-61 (LC 4), 17=-133 (LC 5), 18=-57 (LC 4), 20=-80 (LC 4), 21=-73 (LC 4), 22=-74 (LC 4), 23=-76 (LC 4), 24=-35 (LC 5), 25=-77 (LC 4), 26=-74 (LC 4), 27=-74 (LC 4), 28=-72 (LC 4) Max Grav 1=490 (LC 4), 15=175 (LC 7), 16=225 (LC 7), 17=264 (LC 4), 18=211 (LC 7), 20=227 (LC 7), 21=222 (LC 7), 22=224 (LC 7), 23=223 (LC 7), 24=50 (LC 4), 25=207 (LC 7), 26=224 (LC 7), 27=224 (LC 7), 28=216 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-643/580, 2-3=-564/507, 3-4=-469/421, 4-5=-376/337, 5-7=-284/253, 7-8=-191/169, 8-9=-97/84, 9-11=-67/25, 11-12=-128/111, 12-13=-190/190, 13-14=-190/190, 14-15=-119/112 BOT CHORD 1-28=-39/42, 27-28=-39/42, 26-27=-39/42, 25-26=-39/42, 24-25=-39/42, 23-24=-69/81, 22-23=-69/81, 21-22=-69/80, 20-21=-69/80, 18-20=-69/80, 17-18=-69/80, 16-17=-70/82, 15-16=-64/67 WEBS 13-17=-238/170, 12-18=-170/80, 11-20=-187/104, 9-21=-182/97, 8-22=-183/98, 7-23=-183/98, 5-25=-182/98, 4-26=-183/98, 3-27=-186/100, 2-28=-167/85, 14-16=-171/77 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 15, 17, 18, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 15, 402 lb uplift at joint 1, 35 lb uplift at joint 24, 133 lb uplift at joint 17, 57 lb uplift at joint 18, 80 lb uplift at joint 20, 73 lb uplift at joint 21, 74 lb uplift at joint 22, 76 lb uplift at joint 23, 77 lb uplift at joint 25, 74 lb uplift at joint 26, 74 lb uplift at joint 27, 72 lb uplift at joint 28 and 61 lb uplift at joint 16. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 15, 17, 18, 20, 21, 22, 23, 16. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232490L4GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:46 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 14.1412 =3x4 =3x4 =3x4 =3x4 1 16 15 14 13 2 12 3 11 4 10 5 6 7 8 9 5-4-0 13-7-10 8-3-10 8-3-10 5-4-0 5-4-0 8-3-10 13-7-109-9-69-9-6Scale = 1:61.4 Plate Offsets (X, Y):[6:0-1-5,Edge], [9:0-0-11,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 66 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-9:2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 14-9:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=65/13-7-10, 9=50/13-7-10, 10=149/13-7-10, 11=160/13-7-10, 12=147/13-7-10, 13=155/13-7-10, 14=-5/13-7-10, 15=155/13-7-10, 16=165/13-7-10 Max Horiz 1=262 (LC 4) Max Uplift 1=-157 (LC 5), 9=-59 (LC 4), 10=-11 (LC 4), 12=-7 (LC 4), 13=-99 (LC 4), 14=-54 (LC 5), 15=-83 (LC 4), 16=-86 (LC 4) Max Grav 1=223 (LC 4), 9=92 (LC 7), 10=168 (LC 7), 11=167 (LC 7), 12=165 (LC 7), 13=232 (LC 7), 14=66 (LC 4), 15=223 (LC 7), 16=238 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-296/270, 2-3=-203/182, 3-4=-102/90, 4-5=-66/26, 5-6=-86/48, 6-7=-52/50, 7-8=-52/50, 8-9=-52/50 BOT CHORD 1-16=-50/52, 15-16=-50/52, 14-15=-50/52, 13-14=-80/93, 12-13=-86/96, 11-12=-86/95, 10-11=-86/95, 9-10=-84/83 WEBS 2-16=-185/102, 3-15=-190/108, 4-13=-196/115, 5-12=-124/31, 7-11=-127/16, 8-10=-128/31 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 0-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 157 lb uplift at joint 1, 59 lb uplift at joint 9, 54 lb uplift at joint 14, 86 lb uplift at joint 16, 83 lb uplift at joint 15, 99 lb uplift at joint 13, 7 lb uplift at joint 12 and 11 lb uplift at joint 10. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 13, 12, 11, 10. 11)This truss is designed in accordance with the 2018International 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 WF99 S I47232491L5GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:47 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =3x4 =4x6 =4x6 1 21 20 19 18 17 16 15 14 13 12 2 3 4 5 6 7 8 9 1011 7-4-3 7-4-3 9-4-9 16-8-12 16-8-128-7-158-7-15Scale = 1:54.4 Plate Offsets (X, Y):[5:0-1-5,Edge], [11:Edge,0-3-8], [12: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 0.56 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.48 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 112 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 6-18, 7-16, 8-15, 9-14, 10-13 REACTIONS (lb/size)1=52/16-8-12, 12=10/16-8-12, 13=109/16-8-12, 14=169/16-8-12, 15=159/16-8-12, 16=160/16-8-12, 18=160/16-8-12, 19=159/16-8-12, 20=160/16-8-12, 21=164/16-8-12 Max Uplift 1=-60 (LC 5), 12=-114 (LC 5), 13=-165 (LC 4), 15=-16 (LC 4), 16=-13 (LC 4), 19=-36 (LC 4), 20=-91 (LC 4), 21=-80 (LC 4) Max Grav 1=109 (LC 4), 12=127 (LC 4), 13=241 (LC 5), 14=169 (LC 8), 15=182 (LC 7), 16=181 (LC 7), 18=160 (LC 1), 19=197 (LC 7), 20=235 (LC 7), 21=232 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-147/143, 2-3=-58/71, 3-4=-79/66, 4-5=-127/126, 5-6=-100/109, 6-7=-100/109, 7-8=-100/109, 8-9=-100/109, 9-10=-100/109, 10-11=-100/109, 11-12=-165/176 BOT CHORD 1-21=-104/115, 20-21=-104/115, 19-20=-104/115, 18-19=-104/115, 16-18=-104/115, 15-16=-104/115, 14-15=-104/115, 13-14=-104/115, 12-13=-104/115 WEBS 2-21=-180/96, 3-20=-197/117, 4-19=-156/60, 6-18=-121/0, 7-16=-142/38, 8-15=-140/36, 9-14=-128/4, 10-13=-133/80 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 0-0-0 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 60 lb uplift at joint 1, 114 lb uplift at joint 12, 80 lb uplift at joint 21, 91 lb uplift at joint 20, 36 lb uplift at joint 19, 13 lb uplift at joint 16, 16 lb uplift at joint 15 and 165 lb uplift at joint 13. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232492L6AGABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:47 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =2x8 =2x4 =2x4 =2x4 =5x6 =2x4 =2x4 =4x9 =MT18HS 4x8 1 9 8 7 6 2 3 4 5 9-6-5 9-6-511-2-1211-2-12Scale = 1:63.3 Plate Offsets (X, Y):[1:0-4-4,0-1-0], [3:0-3-0,0-3-0], [5:Edge,0-0-8], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.81 Vert(TL)n/a -n/a 999 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 60 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS (lb/size)1=106/9-6-5, 6=62/9-6-5, 7=173/9-6-5, 8=122/9-6-5, 9=262/9-6-5 Max Uplift 1=-34 (LC 5), 6=-107 (LC 5), 7=-132 (LC 4), 8=-54 (LC 4), 9=-153 (LC 4) Max Grav 1=126 (LC 4), 6=168 (LC 4), 7=278 (LC 7), 8=169 (LC 7), 9=389 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-172/174, 2-4=-111/113, 4-5=-96/86, 5-6=-56/16 BOT CHORD 1-9=-143/157, 8-9=-143/157, 7-8=-143/157, 6-7=-143/157 WEBS 4-7=-128/0, 3-8=-189/135, 2-9=-283/156 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are MT20 plates unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 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 107 lb uplift at joint 6, 34 lb uplift at joint 1, 132 lb uplift at joint 7, 54 lb uplift at joint 8 and 153 lb uplift at joint 9. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232493L6BGABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:47 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 14.1412 =3x6 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 1 30 29 2827 2 26 3 25 4 24 5 2322 67 21 8 20 9 1918 10 17 1112 1314 15 16 5-4-0 24-5-5 19-1-5 19-1-5 5-4-0 5-4-0 4-10-8 24-5-5 5-2-2 19-6-13 9-0-11 14-4-1122-6-422-6-4Scale = 1:128.8 Plate Offsets (X, Y):[13:0-1-5,Edge], [16:0-0-11,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)-0.01 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 139 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 28-22:2x4 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.): 13-16. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23,18-20. REACTIONS (lb/size)1=61/24-5-5, 16=78/24-5-5, 17=189/24-5-5, 18=146/24-5-5, 20=156/24-5-5, 21=161/24-5-5, 23=160/24-5-5, 24=160/24-5-5, 25=159/24-5-5, 26=162/24-5-5, 27=152/24-5-5, 28=0/24-5-5, 29=155/24-5-5, 30=165/24-5-5 Max Horiz 1=565 (LC 4) Max Uplift 1=-420 (LC 5), 16=-128 (LC 4), 17=-17 (LC 4), 20=-10 (LC 4), 21=-87 (LC 4), 23=-71 (LC 4), 24=-74 (LC 4), 25=-73 (LC 4), 26=-74 (LC 4), 27=-86 (LC 4), 28=-118 (LC 5), 29=-72 (LC 4), 30=-75 (LC 4) Max Grav 1=513 (LC 4), 16=174 (LC 5), 17=216 (LC 7), 18=146 (LC 1), 20=176 (LC 7), 21=232 (LC 7), 23=220 (LC 7), 24=223 (LC 7), 25=221 (LC 7), 26=225 (LC 7), 27=220 (LC 7), 28=141 (LC 4), 29=216 (LC 7), 30=230 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-674/613, 2-3=-590/534, 3-4=-496/449, 4-5=-404/366, 5-7=-311/282, 7-8=-219/199, 8-9=-126/114, 9-10=-58/44, 10-12=-103/84, 12-13=-131/122, 13-14=-103/109, 14-15=-103/109, 15-16=-103/109 BOT CHORD 1-30=-109/103, 29-30=-109/103, 28-29=-109/103, 27-28=-176/176, 26-27=-178/176, 25-26=-178/174, 24-25=-178/175, 23-24=-178/175, 21-23=-178/175, 20-21=-178/175, 18-20=-178/174, 17-18=-178/176, 16-17=-178/168 WEBS 2-30=-176/90, 3-29=-184/99, 4-27=-181/97, 5-26=-183/98, 7-25=-182/97, 8-24=-183/98, 9-23=-180/95, 10-21=-193/111, 12-20=-135/34, 14-18=-110/0, 15-17=-163/41 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)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 0-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s) 16, 21, 20, 18, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 16, 420 lb uplift at joint 1, 118 lb uplift at joint 28, 75 lb uplift at joint 30, 72 lb uplift at joint 29, 86 lb uplift at joint 27, 74 lb uplift at joint 26, 73 lb uplift at joint 25, 74 lb uplift at joint 24, 71 lb uplift at joint 23, 87 lb uplift at joint 21, 10 lb uplift at joint 20 and 17 lb uplift at joint 17. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 27, 26, 25, 24, 23, 21, 20, 18, 17. 12)This truss is designed in accordance with the 2018 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 WF99 S I47232494L8GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:48 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 14.1412 =5x6 =3x8 =3x4 =4x6 =3x4 14 1312 11 10 9 8 1 7 62 53 4 4-11-8 9-11-13 5-0-6 5-0-6 1-8-3 1-8-3 8-3-10 9-11-139-8-615-7-89-9-7Scale = 1:89.5 Plate Offsets (X, Y):[4:Edge,0-1-14], [7:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 91 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 *Except* 12-7:2x4 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, Except: 6-0-0 oc bracing: 8-9,7-8. WEBS 1 Row at midpt 1-14, 4-10, 3-11, 2-13 REACTIONS (lb/size)7=5/9-11-13, 8=134/9-11-13, 9=165/9-11-13, 10=157/9-11-13, 11=162/9-11-13, 12=18/9-11-13, 13=103/9-11-13, 14=29/9-11-13 Max Horiz 14=277 (LC 4) Max Uplift 7=-309 (LC 4), 8=-98 (LC 4), 9=-48 (LC 4), 10=-379 (LC 5), 11=-63 (LC 4), 12=-245 (LC 5), 13=-373 (LC 4), 14=-1 (LC 4) Max Grav 7=287 (LC 5), 8=212 (LC 7), 9=211 (LC 7), 10=549 (LC 4), 11=216 (LC 7), 12=298 (LC 4), 13=412 (LC 5), 14=32 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-322/341, 1-2=-322/351, 2-3=-298/317, 3-4=-365/390, 4-5=-366/391, 5-6=-297/316, 6-7=-185/208 BOT CHORD 13-14=-134/123, 12-13=-134/123, 11-12=-223/213, 10-11=-215/205, 9-10=-216/206, 8-9=-216/205, 7-8=-215/191 WEBS 4-10=-523/419, 3-11=-170/69, 2-13=-91/15, 5-9=-170/72, 6-8=-178/120 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 14, 309 lb uplift at joint 7, 245 lb uplift at joint 12, 379 lb uplift at joint 10, 63 lb uplift at joint 11, 373 lb uplift at joint 13, 48 lb uplift at joint 9 and 98 lb uplift at joint 8. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 10, 11, 9, 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232495L9GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:48 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 14.1412 =3x4 =3x4 =4x6 =3x4 1 17 16 15 1413 12 11 10 9 82 73 64 5 7-7-15 15-3-13 7-7-15 7-7-15 15-3-139-0-58-8-13Scale = 1:56.1 Plate Offsets (X, Y):[5:Edge,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 79 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS (lb/size)1=63/15-3-13, 9=63/15-3-13, 10=148/15-3-13, 11=164/15-3-13, 12=158/15-3-13, 13=111/15-3-13, 15=158/15-3-13, 16=164/15-3-13,17=148/15-3-13 Max Uplift 1=-79 (LC 5), 9=-79 (LC 5), 10=-75 (LC 4), 11=-88 (LC 4), 12=-70 (LC 4), 13=-40 (LC 5), 15=-70 (LC 4), 16=-88 (LC 4), 17=-75 (LC 4) Max Grav 1=133 (LC 4), 9=133 (LC 4), 10=211 (LC 7), 11=236 (LC 7), 12=218 (LC 7), 13=152 (LC 4), 15=218 (LC 7), 16=236 (LC 7), 17=211 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-177/152, 2-3=-95/77, 3-4=-85/28, 4-5=-144/117, 5-6=-144/117, 6-7=-85/28,7-8=-95/77, 8-9=-177/152 BOT CHORD 1-17=-106/129, 16-17=-106/129, 15-16=-106/129, 13-15=-106/129, 12-13=-106/129, 11-12=-106/129, 10-11=-106/129, 9-10=-106/129 WEBS 5-13=-128/80, 4-15=-178/93, 3-16=-197/113, 2-17=-167/91, 6-12=-178/93, 7-11=-197/113,8-10=-167/91 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 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 79 lb uplift at joint 1, 79 lb uplift at joint 9, 40 lb uplift at joint 13, 70 lb uplift at joint 15, 88 lb uplift at joint 16, 75 lb uplift at joint 17, 70 lb uplift at joint 12, 88 lb uplift at joint 11 and 75 lb uplift at joint 10. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232496L10GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:49 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 16.9712 =3x4 =3x4 =5x6 =3x4 =3x4 1 18 17 16 15 14 13 12 11 102 3 4 5 6 7 8 9 4-1-8 4-1-8 4-1-8 18-0-0 9-9-0 13-10-8 18-0-05-10-05-6-8Scale = 1:41.4 Plate Offsets (X, Y):[3:0-1-2,Edge], [9:0-1-2,Edge], [14:0-3-0,0-3-0] 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 0.20 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 0.09 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 85 lb FT = 0% 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.): 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=103/18-0-0, 11=103/18-0-0, 12=221/18-0-0, 13=128/18-0-0, 14=168/18-0-0, 15=157/18-0-0, 16=168/18-0-0, 17=128/18-0-0,18=221/18-0-0 Max Uplift 1=-5 (LC 8), 11=-5 (LC 8), 12=-131 (LC 4), 14=-14 (LC 4), 15=-2 (LC 4), 16=-14 (LC 4), 18=-131 (LC 4) Max Grav 1=103 (LC 1), 11=103 (LC 1), 12=328 (LC 7), 13=128 (LC 1), 14=190 (LC 7), 15=171 (LC 7), 16=190 (LC 7), 17=128 (LC 1), 18=328 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-105/106, 2-3=-93/48, 3-4=-42/42, 4-5=-42/42, 5-6=-42/42, 6-7=-42/42, 7-8=-42/42, 8-9=-42/42, 9-10=-93/48, 10-11=-105/106 BOT CHORD 1-18=-92/106, 17-18=-92/106, 16-17=-92/106, 15-16=-92/106, 13-15=-92/106, 12-13=-92/106, 11-12=-92/106 WEBS 6-15=-133/27, 5-16=-145/36, 4-17=-99/0, 2-18=-242/140, 7-14=-145/36, 8-13=-99/0,10-12=-242/140 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 0-0-0 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 1, 5 lb uplift at joint 11, 2 lb uplift at joint 15, 14 lb uplift at joint 16, 131 lb uplift at joint 18, 14 lb uplift at joint 14 and 131 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232497L11GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:49 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7412 =2x4 =4x6 =2x4 =2x4 1 4 3 2 2-8-5 5-4-10 2-8-5 2-8-5 5-4-104-2-83-11-0Scale = 1:31.9 Plate Offsets (X, Y):[2: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 0.30 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 0.02 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 21 lb FT = 0% 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 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=128/5-4-10, 3=128/5-4-10, 4=132/5-4-10 Max Uplift 1=-30 (LC 4), 3=-30 (LC 4) Max Grav 1=153 (LC 7), 3=153 (LC 7), 4=145 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-98/31, 2-3=-98/31 BOT CHORD 1-4=-31/47, 3-4=-31/47 WEBS 2-4=-77/10 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 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 30 lb uplift at joint 1 and 30 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232498LALay-In Gable 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:50 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 18.7512 =3x4 =4x6 =3x4 1 12 11 10 9 8 7 2 6 3 5 4 6-10-4 13-8-7 6-10-3 6-10-3 13-8-710-8-710-4-140-0-1Scale = 1:61.2 Plate Offsets (X, Y):[4:Edge,0-1-13], [5:0-0-0,Edge], [6:0-1-15,0-1-0], [7:0-1-15,0-1-8], [8:0-0-1,Edge], [9:0-0-0,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 0.12 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 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 80 lb FT = 0% 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 4-10 REACTIONS (lb/size)1=119/13-8-7, 7=119/13-8-7, 8=219/13-8-7, 9=138/13-8-7, 10=103/13-8-7, 11=138/13-8-7, 12=219/13-8-7 Max Horiz 1=0 (LC 4) Max Uplift 1=-101 (LC 5), 7=-101 (LC 5), 8=-198 (LC 4), 9=-108 (LC 4), 10=-51 (LC 5), 11=-108 (LC 4), 12=-198 (LC 4) Max Grav 1=202 (LC 4), 7=202 (LC 4), 8=372 (LC 7), 9=223 (LC 7), 10=162 (LC 4), 11=223 (LC 7), 12=372 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-239/210, 2-3=-99/19, 3-4=-153/117, 4-5=-153/117, 5-6=-99/18, 6-7=-238/209 BOT CHORD 1-12=-149/177, 11-12=-149/177, 10-11=-149/177, 9-10=-149/177, 8-9=-149/177, 7-8=-149/177 WEBS 4-10=-141/99, 3-11=-200/139, 2-12=-287/205, 5-9=-199/139, 6-8=-287/205 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 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 101 lb uplift at joint 1, 101 lb uplift at joint 7, 51 lb uplift at joint 10, 108 lb uplift at joint 11, 198 lb uplift at joint 12, 108 lb uplift at joint 9 and 198 lb uplift at joint 8. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 7, 10, 11, 12, 9, 8. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232499LEGABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:50 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 1 7 2 8 6 4 53 0-6-15 -0-6-15 0-6-15 10-7-12 1-2-10 10-0-12 1-2-10 1-2-10 7-7-8 8-10-2 10-0-121-6-40-4-130-2-21-2-141-2-140-2-21-5-0Scale = 1:29.7 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [5:0-2-0,Edge], [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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 26 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=237/10-0-12, 6=237/10-0-12, 8=374/10-0-12 Max Grav 2=237 (LC 1), 6=237 (LC 1), 8=382 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-285/5, 3-4=-237/2, 4-5=-237/2, 5-6=-285/5, 6-7=0/20 BOT CHORD 2-8=0/227, 6-8=0/227 WEBS 4-8=-270/19 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 6-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF99 S I47232500P01Piggyback11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:51 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =2x4 =2x4 =3x4 =3x4 712 8 6 4 53 0-6-15 -0-6-15 0-6-15 10-7-12 2-9-14 6-5-5 3-7-7 3-7-7 3-7-7 10-0-12 10-0-123-6-40-4-130-2-23-2-143-2-140-2-23-5-0Scale = 1:32.2 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [5:0-2-0,Edge], [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 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 30 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=330/10-0-12, 6=330/10-0-12, 8=188/10-0-12 Max Grav 2=336 (LC 8), 6=336 (LC 8), 8=234 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-349/39, 3-4=-247/42, 4-5=-247/42, 5-6=-349/39, 6-7=0/20 BOT CHORD 2-8=0/214, 6-8=0/214 WEBS 4-8=-51/1 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 6-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF99 S I47232501P02Piggyback11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:51 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =MT18HS 6x12 =3x4 512 6 4 3 0-6-15 -0-6-15 0-6-15 10-7-12 5-0-6 10-0-12 5-0-6 5-0-6 10-0-124-8-60-4-134-7-2Scale = 1:37 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-1,0-1-8] 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 0.31 Vert(LL)n/a -n/a 999 MT18HS 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(CT)n/a -n/a 999 MT20 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 33 lb FT = 0% 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=231/10-0-12, 4=231/10-0-12, 6=388/10-0-12 Max Grav 2=238 (LC 8), 4=238 (LC 8), 6=415 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-171/36, 3-4=-171/36, 4-5=0/20 BOT CHORD 2-6=0/67, 4-6=0/67 WEBS 3-6=-245/2 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied 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 MT20 plates unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 6-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232502P03Piggyback51WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:52 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =5x6 =3x4 =2x4 =2x4 =2x4 =4x9 =4x6 =2x4 =2x4 =2x4 =3x4 1112 17 16 15 14 13 12 10 935674 8 0-6-15 18-7-12 0-6-15 -0-6-15 1-2-10 1-2-10 3-9-12 13-0-6 5-0-6 18-0-12 8-0-0 9-2-10 18-0-124-8-60-4-130-0-40-2-21-2-141-2-140-2-21-5-03-2-24-7-2Scale = 1:42.9 Plate Offsets (X, Y):[4:0-3-7,Edge], [7:0-4-8,0-0-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 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 0.08 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 54 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=55/19-3-14, 2=-42/19-3-14, 10=-51/19-3-14, 11=58/19-3-14, 12=290/19-3-14, 13=267/19-3-14, 14=348/19-3-14, 15=329/19-3-14,17=252/19-3-14 Max Uplift 2=-57 (LC 3), 10=-68 (LC 8), 12=-11 (LC 10) Max Grav 1=55 (LC 1), 2=2 (LC 10), 10=20 (LC 10), 11=60 (LC 8), 12=307 (LC 8), 13=267 (LC 1), 14=350 (LC 8), 15=329 (LC 1), 17=257 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/1, 2-3=-26/27, 3-4=-73/0, 4-5=-38/0, 5-6=-36/0, 6-7=-70/0, 7-8=-118/40,8-9=-121/41, 9-10=-36/36, 10-11=-31/4 BOT CHORD 2-17=-11/36, 15-17=-11/36, 14-15=-11/36, 13-14=-11/36, 12-13=-11/36, 10-12=-11/36 WEBS 8-13=-185/0, 6-14=-271/35, 5-15=-247/14, 3-17=-187/30, 9-12=-238/58 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)Gable 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 57 lb uplift at joint 2, 11 lb uplift at joint 12 and 68 lb uplift at joint 10. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF99 S I47232503P04GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:52 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x6 =5x6 =2x4 =3x4 912 13 12 11 10 8 4 53 6 7 0-6-15 18-7-12 0-6-15 -0-6-15 1-4-15 13-0-6 3-7-7 3-7-7 5-0-6 18-0-12 8-0-0 11-7-7 18-0-124-8-60-4-130-0-40-2-23-2-143-2-140-2-23-5-01-2-24-7-2Scale = 1:40.7 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [3:0-2-0,Edge], [6:0-3-0,0-0-15], [8:0-1-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 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 0.08 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 57 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=-344/19-3-14, 2=616/19-3-14, 8=677/19-3-14, 9=-390/19-3-14, 10=299/19-3-14, 11=322/19-3-14, 12=326/19-3-14 Max Uplift 1=-382 (LC 8), 8=-4 (LC 10), 9=-445 (LC 8) Max Grav 1=-4 (LC 10), 2=664 (LC 8), 8=745 (LC 8), 9=18 (LC 10), 10=299 (LC 1), 11=336 (LC 8), 12=334 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/224, 2-3=-176/20, 3-4=-91/26, 4-5=-87/25, 5-6=-90/26, 6-7=-53/33, 7-8=-186/36, 8-9=-9/259 BOT CHORD 2-12=0/68, 11-12=0/68, 10-11=0/68, 8-10=0/68 WEBS 7-10=-201/3, 5-11=-267/24, 4-12=-236/15 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 1, 445 lb uplift at joint 9 and 4 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF99 S I47232504P05GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:53 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 3 7 5 64 0-6-15 18-7-12 0-6-15 -0-6-15 6-0-5 12-0-9 6-0-4 18-0-12 6-0-4 6-0-4 18-0-125-6-40-4-130-2-25-2-145-2-140-2-25-5-0Scale = 1:42.7 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 58 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=272/18-0-12, 8=272/18-0-12, 10=304/18-0-12, 11=338/18-0-12, 13=304/18-0-12 Max Grav 2=272 (LC 1), 8=272 (LC 1), 10=321 (LC 8), 11=338 (LC 1), 13=321 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-303/0, 3-4=-308/35, 4-5=-200/38, 5-6=-200/38, 6-7=-308/35, 7-8=-303/0, 8-9=0/20 BOT CHORD 2-13=0/191, 11-13=0/191, 10-11=0/191, 8-10=0/191 WEBS 5-11=-212/7, 3-13=-208/49, 7-10=-208/49 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 6-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF99 S I47232505P06Piggyback11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:53 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 73 5 64 0-6-15 18-7-12 0-6-15 -0-6-15 1-2-11 9-7-12 8-5-1 18-0-12 8-5-1 8-5-1 18-0-127-6-40-4-130-2-27-2-147-2-140-2-27-5-0Scale = 1:57.7 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 62 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=219/18-0-12, 8=219/18-0-12, 10=390/18-0-12, 11=272/18-0-12, 13=390/18-0-12 Max Uplift 10=-14 (LC 10), 13=-14 (LC 10) Max Grav 2=219 (LC 1), 8=219 (LC 1), 10=413 (LC 8), 11=303 (LC 3), 13=413 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-222/0, 3-4=-303/81, 4-5=-190/81, 5-6=-190/81, 6-7=-303/81, 7-8=-222/0, 8-9=0/20 BOT CHORD 2-13=0/153, 11-13=0/153, 10-11=0/153, 8-10=0/153 WEBS 5-11=-145/0, 3-13=-310/74, 7-10=-310/74 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 6-0-0 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 14 lb uplift at joint 13 and 14 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232506P07Piggyback11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:54 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =2x4 =5x9 =2x4 =2x4 =3x4 712 11 10 9 8 6 53 4 0-6-15 -0-6-15 0-6-15 18-7-11 9-0-6 18-0-12 9-0-6 9-0-6 18-0-128-0-60-4-137-11-2Scale = 1:54.8 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-5-14,0-2-8], [5:0-0-0,Edge], [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 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 63 lb FT = 0% 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=149/18-0-12, 6=148/18-0-12, 8=402/18-0-12, 9=387/18-0-12, 11=402/18-0-12 Max Uplift 8=-19 (LC 10), 11=-19 (LC 10) Max Grav 2=149 (LC 1), 6=148 (LC 1), 8=428 (LC 8), 9=387 (LC 1), 11=428 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-116/27, 3-4=-204/69, 4-5=-204/69, 5-6=-116/27, 6-7=0/20 BOT CHORD 2-11=-15/74, 9-11=-15/74, 8-9=-15/74, 6-8=-15/74 WEBS 4-9=-259/0, 3-11=-326/79, 5-8=-326/79 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied 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 6-0-0 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 19 lb uplift at joint 11 and 19 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232507P08PIGGYBACK11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:54 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =4x9 =3x4 =4x6 =3x4 1 112 18 17 16 15 14 13 12 10 43 5 9 86 7 0-6-15 23-11-11 0-6-15 -0-6-15 1-0-8 1-0-8 5-4-0 6-4-8 7-11-14 14-4-6 9-0-6 23-4-12 6-6-4 6-6-4 16-10-8 23-4-128-0-60-4-130-0-40-2-21-1-11-1-10-2-21-3-36-7-157-11-2Scale = 1:58.4 Plate Offsets (X, Y):[3:0-2-0,Edge], [5:0-4-8,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 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 0.24 Horiz(TL)0.00 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 81 lb FT = 0% 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 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=29/24-7-14, 2=82/24-7-14, 10=-66/24-7-14, 11=58/24-7-14, 12=292/24-7-14, 13=328/24-7-14, 14=285/24-7-14, 15=315/24-7-14, 17=347/24-7-14, 18=264/24-7-14 Max Uplift 1=-15 (LC 9), 2=-10 (LC 10), 10=-107 (LC 8), 12=-15 (LC 10), 13=-14 (LC 10), 15=-18 (LC 10) Max Grav 1=29 (LC 1), 2=100 (LC 8), 10=42 (LC 10), 11=64 (LC 8), 12=334 (LC 8), 13=372 (LC 8), 14=285 (LC 1), 15=360 (LC 8), 17=356 (LC 8), 18=275 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-14/15, 2-3=-87/3, 3-4=-67/0, 4-5=-67/1, 5-6=-105/50, 6-7=-143/85, 7-8=-144/85, 8-9=-100/53, 9-10=-66/87, 10-11=-33/4 BOT CHORD 2-18=-18/65, 17-18=-18/65, 15-17=-39/47, 14-15=-39/47, 13-14=-39/47, 12-13=-39/47, 10-12=-39/47 WEBS 7-14=-205/0, 6-15=-283/64, 4-18=-202/18, 8-13=-290/63, 9-12=-265/62, 5-17=-278/18 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1, 10 lb uplift at joint 2, 18 lb uplift at joint 15, 14 lb uplift at joint 13, 15 lb uplift at joint 12 and 107 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232508P09GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:55 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x6 =3x4 =4x6 =3x4 1112 17 16 15 14 13 12 10 3 5 64 7 9 8 0-6-15 -0-6-15 0-6-15 23-11-12 3-5-5 3-5-5 5-4-0 8-9-5 5-7-2 14-4-6 9-0-6 23-4-12 23-4-128-0-60-4-130-0-40-2-23-1-13-1-10-2-23-3-34-7-157-11-2Scale = 1:53.8 Plate Offsets (X, Y):[4:0-2-0,Edge], [6:0-3-0,0-0-15], [10:0-1-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 84 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=-27/24-7-14, 2=140/24-7-14, 10=657/24-7-14, 11=-411/24-7-14, 12=372/24-7-14, 13=279/24-7-14, 14=329/24-7-14, 16=335/24-7-14,17=259/24-7-14 Max Uplift 1=-37 (LC 8), 11=-470 (LC 8), 12=-16 (LC 10), 14=-6 (LC 10) Max Grav 1=11 (LC 10), 2=140 (LC 1), 10=714 (LC 8), 11=24 (LC 10), 12=423 (LC 8), 13=279 (LC 1), 14=366 (LC 8), 16=345 (LC 8),17=288 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-6/35, 2-3=-55/63, 3-4=-80/0, 4-5=-16/0, 5-6=-17/0, 6-7=-2/65, 7-8=-130/76, 8-9=-135/78, 9-10=-119/76, 10-11=-13/273 BOT CHORD 2-17=-48/53, 16-17=-48/53, 14-16=-48/53, 13-14=-48/53, 12-13=-48/53, 10-12=-48/53 WEBS 8-13=-204/0, 7-14=-286/55, 5-16=-264/19, 3-17=-216/41, 9-12=-325/70 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 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 37 lb uplift at joint 1, 470 lb uplift at joint 11, 6 lb uplift at joint 14 and 16 lb uplift at joint 12. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232509P10GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:55 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x6 =3x4 =4x6 =3x4 =4x6 =3x4 =3x4 1512 23 22 21 20 19 18 17 16 14 13 123 54 6 117 8 9 10 0-6-15 -0-6-15 0-6-15 28-6-14 2-11-0 18-1-7 4-0-6 15-2-7 5-4-0 11-2-1 5-10-1 5-10-1 9-10-7 27-11-14 27-11-148-8-120-4-130-0-40-2-20-3-85-1-15-1-10-2-25-3-33-0-138-4-00-3-88-7-8Scale = 1:57.1 Plate Offsets (X, Y):[2:0-1-12,Edge], [4:0-2-0,Edge], [6:0-3-0,0-0-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 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 0.22 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 108 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-18 REACTIONS (lb/size)1=-349/29-3-0, 2=589/29-3-0, 14=295/29-3-0, 15=-125/29-3-0, 16=304/29-3-0, 17=318/29-3-0, 18=287/29-3-0, 20=330/29-3-0, 22=317/29-3-0, 23=334/29-3-0 Max Uplift 1=-402 (LC 8), 15=-142 (LC 8), 16=-19 (LC 10), 17=-1 (LC 10), 23=-10 (LC 10) Max Grav 1=25 (LC 10), 2=615 (LC 8), 14=295 (LC 1), 15=7 (LC 10), 16=350 (LC 8), 17=351 (LC 8), 18=287 (LC 1), 20=356 (LC 8), 22=326 (LC 8), 23=378 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-13/235, 2-3=-126/92, 3-4=-97/0, 4-5=-26/0, 5-6=-27/0, 6-7=-4/56, 7-8=-130/53, 10-11=-130/54, 11-13=-108/46, 13-14=-95/91, 14-15=-4/93, 8-9=-65/51, 9-10=-65/51 BOT CHORD 2-23=-79/89, 22-23=-79/89, 20-22=-79/89, 18-20=-79/89, 17-18=-79/89, 16-17=-79/89, 14-16=-79/89 WEBS 9-18=-207/0, 7-20=-275/40, 5-22=-250/18, 3-23=-285/61, 11-17=-271/50, 13-16=-271/63 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 1, 10 lb uplift at joint 23, 1 lb uplift at joint 17, 19 lb uplift at joint 16 and 142 lb uplift at joint 15. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232510P11GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:56 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1312 21 20 19 18 1716 15 14 12 11 3 105647 9 8 0-6-15 -0-6-15 0-6-15 28-6-14 3-6-11 16-7-15 5-4-0 13-1-4 7-9-4 7-9-4 11-3-15 27-11-14 27-11-149-11-50-4-130-0-40-2-26-8-66-8-60-2-26-10-82-11-99-10-1Scale = 1:62.5 Plate Offsets (X, Y):[2:0-1-12,Edge], [4:0-2-0,Edge], [7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 112 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS (lb/size)1=-344/29-3-0, 2=590/29-3-0, 12=304/29-3-0, 13=-126/29-3-0, 14=303/29-3-0, 15=324/29-3-0, 16=262/29-3-0, 18=356/29-3-0, 20=283/29-3-0, 21=348/29-3-0 Max Uplift 1=-395 (LC 8), 13=-145 (LC 8), 14=-16 (LC 10), 15=-12 (LC 10), 18=-12 (LC 10), 21=-13 (LC 10) Max Grav 1=23 (LC 10), 2=618 (LC 8), 12=304 (LC 1), 13=9 (LC 10), 14=346 (LC 8), 15=366 (LC 8), 16=262 (LC 1), 18=397 (LC 8), 20=283 (LC 1), 21=394 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-12/231, 2-3=-136/74, 3-4=-118/25, 4-5=-58/28, 5-6=-54/27, 6-7=-72/32, 7-8=-142/79, 8-10=-156/80, 10-11=-119/35, 11-12=-103/74, 12-13=-4/94 BOT CHORD 2-21=-68/81, 20-21=-68/81, 18-20=-68/81, 16-18=-68/81, 15-16=-68/81, 14-15=-68/81,12-14=-68/81 WEBS 8-16=-183/0, 6-18=-316/60, 5-20=-207/3, 3-21=-301/65, 10-15=-286/61, 11-14=-267/60 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 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 395 lb uplift at joint 1, 12 lb uplift at joint 18, 13 lb uplift at joint 21, 12 lb uplift at joint 15, 16 lb uplift at joint 14 and 145 lb uplift at joint 13. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232511P12GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:56 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x6 =3x4 =3x4 =4x6 =3x4 =3x4 1312 21 20 19 18 1716 15 14 12 11 3 54 6 7 10 9 8 0-6-15 -0-6-15 0-6-15 28-6-14 5-4-0 10-8-7 5-4-7 5-4-7 5-11-8 16-7-15 11-3-15 27-11-14 27-11-149-11-50-4-130-0-40-2-24-8-64-8-60-2-24-10-84-11-99-10-1Scale = 1:62.5 Plate Offsets (X, Y):[2:0-1-12,Edge], [4:0-2-0,Edge], [6:0-3-0,0-0-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 12 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 110 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS (lb/size)1=-340/29-3-0, 2=552/29-3-0, 12=272/29-3-0, 13=-126/29-3-0, 14=303/29-3-0, 15=325/29-3-0, 16=328/29-3-0, 18=319/29-3-0, 20=309/29-3-0, 21=359/29-3-0 Max Uplift 1=-394 (LC 8), 13=-146 (LC 8), 14=-16 (LC 10), 15=-13 (LC 10), 18=-8 (LC 10), 21=-6 (LC 10) Max Grav 1=26 (LC 10), 2=583 (LC 8), 12=272 (LC 1), 13=9 (LC 10), 14=346 (LC 8), 15=368 (LC 8), 16=328 (LC 1), 18=358 (LC 8), 20=316 (LC 8), 21=400 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-14/231, 2-3=-84/127, 3-4=-67/0, 4-5=-7/12, 5-6=-7/11, 6-7=-3/86, 7-8=-104/84, 8-10=-105/84, 10-11=-67/86, 11-12=-88/124, 12-13=-5/95 BOT CHORD 2-21=-87/83, 20-21=-87/83, 18-20=-87/83, 16-18=-87/83, 15-16=-87/83, 14-15=-87/83,12-14=-87/83 WEBS 8-16=-249/0, 7-18=-277/56, 5-20=-240/15, 3-21=-307/58, 10-15=-287/62, 11-14=-268/60 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 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 394 lb uplift at joint 1, 8 lb uplift at joint 18, 6 lb uplift at joint 21, 13 lb uplift at joint 15, 16 lb uplift at joint 14 and 146 lb uplift at joint 13. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232512P13GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:57 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =3x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1312 21 20 19 18 1716 15 14 12 43 56 11 7 10 9 8 0-6-15 -0-6-15 0-6-15 28-6-14 2-11-10 2-11-10 5-4-0 8-3-10 8-4-5 16-7-15 11-3-15 27-11-14 27-11-149-11-50-4-130-0-40-2-22-8-62-8-60-2-22-10-86-11-99-10-1Scale = 1:62.5 Plate Offsets (X, Y):[2:0-1-12,Edge], [3:0-2-0,Edge], [5:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 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 0.22 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 106 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS (lb/size)1=-253/29-3-0, 2=502/29-3-0, 12=335/29-3-0, 13=-125/29-3-0, 14=302/29-3-0, 15=323/29-3-0, 16=204/29-3-0, 18=318/29-3-0, 20=371/29-3-0, 21=324/29-3-0 Max Uplift 1=-296 (LC 8), 13=-144 (LC 8), 14=-15 (LC 10), 15=-13 (LC 10), 16=-34 (LC 9), 18=-15 (LC 10) Max Grav 1=12 (LC 10), 2=546 (LC 8), 12=346 (LC 8), 13=9 (LC 10), 14=345 (LC 8), 15=366 (LC 8), 16=204 (LC 1), 18=362 (LC 8), 20=400 (LC 8), 21=340 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-6/177, 2-3=-164/0, 3-4=-73/2, 4-5=-72/1, 5-6=-4/35, 6-7=-190/60, 7-8=-242/131, 8-10=-242/131, 10-11=-187/61, 11-12=-151/0, 12-13=-4/94 BOT CHORD 2-21=-13/70, 20-21=-13/70, 18-20=-13/70, 16-18=-13/70, 15-16=-13/70, 14-15=-13/70,12-14=-13/70 WEBS 8-16=-130/82, 7-18=-281/64, 6-20=-324/45, 4-21=-249/25, 10-15=-285/62, 11-14=-267/60 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 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 296 lb uplift at joint 1, 34 lb uplift at joint 16, 15 lb uplift at joint 18, 13 lb uplift at joint 15, 144 lb uplift at joint 13 and 15 lb uplift at joint 14. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232513P14GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:57 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x6 =3x4 =5x9 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 1312 21 20 1918 1716 15 14 1234 5 11 6 10 7 9 8 0-6-15 -0-6-15 0-6-15 28-6-14 0-6-13 0-6-13 5-4-0 5-10-13 10-9-2 16-7-15 11-3-15 27-11-14 6-0-9 6-0-9 21-11-5 27-11-149-11-50-4-130-0-40-2-20-8-60-8-60-2-20-10-88-11-99-10-1Scale = 1:66.9 Plate Offsets (X, Y):[3:0-2-0,Edge], [4:0-4-8,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 104 lb FT = 0% 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 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16 REACTIONS (lb/size)1=-454/29-3-0, 2=736/29-3-0, 12=333/29-3-0, 13=-125/29-3-0, 14=302/29-3-0, 15=325/29-3-0, 16=203/29-3-0, 18=340/29-3-0, 20=212/29-3-0, 21=429/29-3-0 Max Uplift 1=-503 (LC 8), 13=-144 (LC 8), 14=-16 (LC 10), 15=-13 (LC 10), 16=-6 (LC 9), 18=-12 (LC 10), 20=-24 (LC 10) Max Grav 1=-21 (LC 10), 2=792 (LC 8), 12=333 (LC 8), 13=9 (LC 10), 14=345 (LC 8), 15=368 (LC 8), 16=203 (LC 1), 18=384 (LC 8), 20=249 (LC 8), 21=429 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/291, 2-3=-250/0, 3-4=-169/0, 4-5=-159/6, 5-6=-160/35, 6-8=-222/106, 8-10=-221/106, 10-11=-166/35, 11-12=-147/23, 12-13=-4/94 BOT CHORD 2-21=0/169, 20-21=-32/67, 18-20=-32/67, 16-18=-32/67, 15-16=-32/67, 14-15=-32/67, 12-14=-32/67 WEBS 8-16=-125/53, 6-18=-298/63, 5-20=-202/54, 10-15=-287/62, 11-14=-266/60, 4-21=-345/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 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 tobearing plate capable of withstanding 503 lb uplift at joint 1, 6 lb uplift at joint 16, 12 lb uplift at joint 18, 24 lb uplift at joint 20, 13 lb uplift at joint 15, 144 lb uplift at joint 13 and 16 lb uplift at joint 14. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232514P15GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:58 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =3x4 =2x4 =2x4 =3x4 =3x4 =2x4 =5x9 =3x4 =2x4 =2x4 =3x4 912 13 12 11 10 8 73 64 5 0-6-15 -0-6-15 0-6-15 23-2-14 11-3-15 22-7-14 11-3-15 11-3-15 22-7-149-11-50-4-139-10-1Scale = 1:62.4 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [5:0-5-14,0-2-8], [8:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 81 lb FT = 0% 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 5-11 REACTIONS (lb/size)2=243/22-7-14, 8=243/22-7-14, 10=506/22-7-14, 11=357/22-7-14, 13=506/22-7-14 Max Uplift 10=-24 (LC 10), 13=-24 (LC 10) Max Grav 2=243 (LC 1), 8=243 (LC 1), 10=577 (LC 8), 11=357 (LC 1), 13=577 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-176/47, 3-5=-229/86, 5-7=-229/86, 7-8=-176/47, 8-9=0/20 BOT CHORD 2-13=-36/69, 11-13=-36/69, 10-11=-36/69, 8-10=-36/69 WEBS 5-11=-248/0, 3-13=-428/90, 7-10=-428/90 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 6-0-0 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 24 lb uplift at joint 13 and 24 lb uplift at joint 10. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF99 S I47232515P16Piggyback11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:59 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 6 5 3 4 0-6-15 -0-6-15 6-3-9 6-3-9 6-3-95-9-10-4-135-7-13Scale = 1:39.2 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 0.40 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 0% 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=103/6-3-9, 5=104/6-3-9, 6=307/6-3-9 Max Horiz 2=-135 (LC 4) Max Uplift 2=-27 (LC 4), 6=-15 (LC 10) Max Grav 2=103 (LC 1), 5=104 (LC 1), 6=363 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-43/93, 3-4=-115/104, 4-5=-78/0 BOT CHORD 2-6=-73/79, 5-6=-73/79 WEBS 3-6=-286/61 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)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 6-0-0 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 27 lb uplift at joint 2 and 15 lb uplift at joint 6. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232516P17Piggyback51WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:59 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 1 2 7 6 3 54 0-6-15 -0-6-15 2-3-15 6-3-9 3-11-10 3-11-10 6-3-93-9-120-4-133-6-60-2-23-6-63-6-60-2-23-8-8Scale = 1:33.2 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 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 22 lb FT = 0% 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: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=88/6-3-9, 6=91/6-3-9, 7=334/6-3-9 Max Horiz 2=-85 (LC 4) Max Uplift 2=-27 (LC 4) Max Grav 2=96 (LC 8), 6=97 (LC 8), 7=340 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-22/80, 3-4=-104/33, 4-5=-46/50, 5-6=-71/5 BOT CHORD 2-7=-45/49, 6-7=-45/49 WEBS 3-7=-263/17 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)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)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 6-0-0 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 27 lb uplift at joint 2. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232517P18Piggyback11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:54:59 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 1 2 7 6 4 53 0-6-15 -0-6-15 1-6-13 1-6-13 4-8-12 6-3-9 6-3-91-9-120-4-131-6-60-2-21-6-61-6-60-2-21-8-8Scale = 1:23.8 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 0.19 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 18 lb FT = 0% 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=91/6-3-9, 6=94/6-3-9, 7=329/6-3-9 Max Horiz 2=-32 (LC 4) Max Grav 2=91 (LC 1), 6=105 (LC 9), 7=343 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=-31/25, 3-4=-20/18, 4-5=-17/19, 5-6=-79/5 BOT CHORD 2-7=-17/19, 6-7=-17/19 WEBS 4-7=-266/17 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)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)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 6-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 WF99 S I47232518P19Piggyback11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:00 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 51 2 6 4 3 0-6-5 -0-6-5 0-6-5 5-2-11 2-4-3 2-4-3 2-4-3 4-8-6 0-6-6 5-2-11 4-8-6 4-8-62-10-120-5-30-0-42-9-6Scale = 1:30.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.00 4-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 4-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 17 lb FT = 0% 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 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=-97/5-10-0, 2=247/5-10-0, 4=233/5-10-0, 5=-79/5-10-0, 6=133/5-10-0 Max Horiz 1=1 (LC 5) Max Uplift 1=-149 (LC 8), 2=-38 (LC 10), 4=-32 (LC 10), 5=-123 (LC 8) Max Grav 1=39 (LC 10), 2=326 (LC 8), 4=304 (LC 8), 5=34 (LC 10), 6=142 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-23/104, 2-3=-90/15, 3-4=-90/15, 4-5=-20/94 BOT CHORD 2-6=-25/22, 4-6=-25/22 WEBS 3-6=-74/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable studs spaced at 4-0-0 oc. 5)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 1, 123 lb uplift at joint 5, 38 lb uplift at joint 2 and 32 lb uplift at joint 4. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF99 S I47232519PDPiggyback91WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:00 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 1 7 6 5 2 4 3 3-3-4 9-3-4 6-0-0 6-0-0 9-3-46-0-02-8-12Scale = 1:39.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 36 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=31/9-3-4, 5=125/9-3-4, 6=270/9-3-4, 7=276/9-3-4 Max Horiz 1=-62 (LC 4) Max Uplift 1=-17 (LC 4), 5=-28 (LC 9), 7=-28 (LC 9) Max Grav 1=31 (LC 1), 5=177 (LC 7), 6=270 (LC 1), 7=350 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/47, 2-3=-156/70, 3-4=-138/73, 4-5=-152/46 BOT CHORD 1-7=-21/43, 6-7=-21/43, 5-6=-21/43 WEBS 3-6=-195/0, 2-7=-287/71 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 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 17 lb uplift at joint 1, 28 lb uplift at joint 5 and 28 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232520V01Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:01 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 =2x4 1 5 4 3 2 3-3-4 7-7-4 4-4-0 4-4-0 7-7-44-4-01-0-12Scale = 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 0.57 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 0% 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 7-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=151/7-7-4, 4=114/7-7-4, 5=303/7-7-4 Max Horiz 1=-22 (LC 4) Max Uplift 1=-15 (LC 9), 4=-27 (LC 9) Max Grav 1=195 (LC 7), 4=162 (LC 7), 5=303 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-97/68, 2-3=-95/57, 3-4=-142/39 BOT CHORD 1-5=-12/13, 4-5=-12/13 WEBS 2-5=-213/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1 and 27 lb uplift at joint 4. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232521V02Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:01 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 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 IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 16 lb FT = 0% 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 Grav 1=129 (LC 7), 3=129 (LC 7), 4=156 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-77/15, 2-3=-77/15 BOT CHORD 1-4=-7/24, 3-4=-7/24 WEBS 2-4=-98/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232522V03Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:01 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 12 12 =2x4 =3x4 =2x4 1 3 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 IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 5 lb FT = 0% 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=-5 (LC 4), 3=-5 (LC 4) Max Grav 1=59 (LC 7), 3=59 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/11, 2-3=-42/11 BOT CHORD 1-3=0/19 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 5 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232523V04Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:02 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x8 =2x4 =2x4 1 3 2 2-2-0 2-2-02-9-20-7-22-9-2Scale = 1:23.6 Plate Offsets (X, Y):[1:0-3-8,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 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 WEDGE Left: 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=81/2-2-0, 3=81/2-2-0 Max Horiz 1=-60 (LC 4) Max Uplift 1=-14 (LC 4) Max Grav 1=93 (LC 7), 3=83 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/52, 2-3=-63/4 BOT CHORD 1-3=-32/35 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 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 14 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232524V05Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:02 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 =3x6 =4x6 1 7 6 5 2 3 4 9-3-8 9-3-89-3-8Scale = 1:48.7 Plate Offsets (X, Y):[5:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 47 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=111/9-3-8, 5=-18/9-3-8, 6=255/9-3-8, 7=355/9-3-8 Max Horiz 1=-217 (LC 4) Max Uplift 1=-67 (LC 4), 5=-148 (LC 5), 6=-36 (LC 9), 7=-37 (LC 9) Max Grav 1=111 (LC 7), 5=140 (LC 4), 6=314 (LC 7), 7=416 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-78/152, 2-3=-149/178, 3-4=-95/68, 4-5=-15/30 BOT CHORD 1-7=-118/129, 6-7=-118/129, 5-6=-118/129 WEBS 2-7=-320/88, 3-6=-194/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 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 67 lb uplift at joint 1, 148 lb uplift at joint 5, 37 lb uplift at joint 7 and 36 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232525V07GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:02 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 7-7-8 7-7-87-7-87-7-8Scale = 1:44.9 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 0.81 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 32 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=111/7-7-8, 4=103/7-7-8, 5=356/7-7-8 Max Horiz 1=-181 (LC 4) Max Uplift 1=-54 (LC 4), 5=-38 (LC 9) Max Grav 1=113 (LC 7), 4=125 (LC 4), 5=429 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-59/134, 2-3=-156/150, 3-4=-110/26 BOT CHORD 1-5=-97/106, 4-5=-97/106 WEBS 2-5=-340/92 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 38 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232526V08GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:03 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 1 5 4 2 3 5-11-8 5-11-85-11-85-11-8Scale = 1:37.8 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 0.45 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 0.09 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=119/5-11-8, 4=18/5-11-8, 5=299/5-11-8 Max Horiz 1=-143 (LC 4) Max Uplift 1=-37 (LC 4), 4=-59 (LC 5), 5=-32 (LC 9) Max Grav 1=126 (LC 7), 4=87 (LC 4), 5=371 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/112, 2-3=-132/118, 3-4=-84/63 BOT CHORD 1-5=-77/84, 4-5=-77/84 WEBS 2-5=-295/77 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 1, 59 lb uplift at joint 4 and 32 lb uplift at joint 5. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232527V09GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:03 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 4-3-8 4-3-84-3-84-3-8Scale = 1:29.5 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 0.49 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=152/4-3-8, 3=152/4-3-8 Max Horiz 1=-101 (LC 4) Max Uplift 1=-13 (LC 4) Max Grav 1=173 (LC 7), 3=152 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-69/84, 2-3=-114/8 BOT CHORD 1-3=-54/59 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232528V10Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:03 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-7-8 2-7-82-7-82-7-8Scale = 1:23 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=85/2-7-8, 3=85/2-7-8 Max Horiz 1=-57 (LC 4) Max Uplift 1=-7 (LC 4) Max Grav 1=97 (LC 7), 3=88 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/47, 2-3=-66/5 BOT CHORD 1-3=-30/33 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232529V11Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:04 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 1 3 2 0-11-8 0-11-80-11-80-11-8Scale = 1:18 Loading (psf)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 0.02 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 2 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=19/0-11-8, 3=19/0-11-8 Max Horiz 1=20 (LC 4) Max Uplift 3=-15 (LC 4) Max Grav 1=19 (LC 7), 3=19 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-22/0 BOT CHORD 1-3=0/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live loadapplied where required. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 15 lb uplift at joint 3. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232530V12Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:04 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 5-3-3 5-3-35-3-35-3-3Scale = 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 0.79 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 19 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=191/5-3-3, 3=191/5-3-3 Max Horiz 1=-126 (LC 4) Max Uplift 1=-16 (LC 4) Max Grav 1=218 (LC 7), 3=191 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-89/106, 2-3=-143/10 BOT CHORD 1-3=-68/74 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232531V13Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:04 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 3-3-15 3-3-153-3-153-3-15Scale = 1:25.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 12 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=113/3-3-15, 3=113/3-3-15 Max Uplift 1=-10 (LC 4), 3=-10 (LC 4) Max Grav 1=129 (LC 7), 3=129 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-48/48, 2-3=-101/27 BOT CHORD 1-3=-40/44 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 10 lb uplift at joint1 and 10 lb uplift at joint 3. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232532V14Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:05 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 1-7-15 1-7-151-7-151-7-15Scale = 1:19.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 5 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=47/1-7-15, 3=47/1-7-15 Max Horiz 1=-31 (LC 4) Max Uplift 1=-4 (LC 4) Max Grav 1=53 (LC 7), 3=49 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-20/26, 2-3=-38/3 BOT CHORD 1-3=-17/18 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232533V15Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:05 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 4-10-2 4-10-24-10-24-10-2Scale = 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 0.65 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=174/4-10-2, 3=174/4-10-2 Max Horiz 1=-116 (LC 4) Max Uplift 1=-15 (LC 4) Max Grav 1=199 (LC 7), 3=174 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/97, 2-3=-130/9 BOT CHORD 1-3=-62/67 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232534V16Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:05 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 3-2-2 3-2-23-2-23-2-2Scale = 1:25.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 11 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=107/3-2-2, 3=107/3-2-2 Max Horiz 1=-71 (LC 4) Max Uplift 1=-9 (LC 4) Max Grav 1=122 (LC 7), 3=109 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/60, 2-3=-82/6 BOT CHORD 1-3=-38/41 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232535V17Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:05 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 1-6-2 1-6-21-6-21-6-2Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 5 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=41/1-6-2, 3=41/1-6-2 Max Horiz 1=-27 (LC 4) Max Uplift 1=-4 (LC 4) Max Grav 1=46 (LC 7), 3=43 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-17/23, 2-3=-33/2 BOT CHORD 1-3=-14/16 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232536V18Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:06 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =2x4 =2x4 =4x6 =2x8 =2x4 8 7 6 51 42 3 0-11-4 8-11-4 0-11-4 -0-11-4 4-0-0 4-0-0 4-0-0 8-0-0 8-0-04-10-88-10-8Scale = 1:53.9 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 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 45 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-7 REACTIONS (lb/size)6=220/8-0-0, 7=307/8-0-0, 8=220/8-0-0 Max Uplift 6=-71 (LC 10), 8=-71 (LC 10) Max Grav 6=268 (LC 8), 7=307 (LC 1), 8=268 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-240/100, 1-2=0/77, 2-3=-175/138, 3-4=-175/138, 4-5=0/77, 4-6=-240/100 BOT CHORD 7-8=-50/73, 6-7=-50/73 WEBS 3-7=-224/23 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof liveload of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 0-0-0 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 71 lb uplift at joint 8 and 71 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232537V19VALLEY11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:06 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =2x4 =4x6 =2x4 =2x8 =2x4 8 7 6 51 42 3 0-11-4 8-11-4 0-11-4 -0-11-4 4-0-0 4-0-0 4-0-0 8-0-0 8-0-02-10-86-10-8Scale = 1:45.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 38 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)6=233/8-0-0, 7=281/8-0-0, 8=233/8-0-0 Max Uplift 6=-55 (LC 10), 8=-55 (LC 10) Max Grav 6=271 (LC 8), 7=281 (LC 1), 8=271 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-235/78, 1-2=0/77, 2-3=-170/111, 3-4=-170/111, 4-5=0/77, 4-6=-235/78 BOT CHORD 7-8=-6/45, 6-7=-6/45 WEBS 3-7=-201/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 0-0-0 oc. 8)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 8 and 55 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232538V20VALLEY11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:07 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x8 =4x6 =2x4 =2x8 518 7 6 42 3 0-5-8 8-5-8 0-5-8 -0-5-8 4-0-0 4-0-0 4-0-0 8-0-0 8-0-00-10-84-10-8Scale = 1:36.5 Plate Offsets (X, Y):[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 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 31 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=277/8-0-0, 7=161/8-0-0, 8=277/8-0-0 Max Uplift 6=-24 (LC 10), 8=-24 (LC 10) Max Grav 6=321 (LC 8), 7=161 (LC 1), 8=321 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-290/48, 1-2=0/57, 2-3=-261/70, 3-4=-261/70, 4-5=0/57, 4-6=-290/48 BOT CHORD 7-8=0/107, 6-7=0/107 WEBS 3-7=-76/79 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)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 0-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 8 and 24 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232539V21VALLEY11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:07 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 1 3 2 5-3-12 5-3-124-5-24-5-2Scale = 1:30.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 18 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=191/5-3-12, 3=191/5-3-12 Max Horiz 1=-105 (LC 4) Max Grav 1=213 (LC 7), 3=192 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-78/83, 2-3=-144/10 BOT CHORD 1-3=-56/61 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018International Building Code section 2306.1 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232540V22Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:07 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1012 =2x4 =2x4 =2x4 1 3 2 2-11-0 2-11-02-5-22-5-2Scale = 1:22.4 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=95/2-11-0, 3=95/2-11-0 Max Horiz 1=-52 (LC 4) Max Grav 1=106 (LC 7), 3=99 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-36/41, 2-3=-75/5 BOT CHORD 1-3=-28/31 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018International Building Code section 2306.1 andreferenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232541V23Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:08 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 Sheet Front1 Ply Plywood/OSB Structural=3x4 =3x6 =8x8 =3x4 =3x4 18 17 161920 15 14 13 122125232422 1112345678910 1-4-0 3-7-4 1-4-0 4-11-4 2-3-4 2-3-4 8-10-11 13-9-15 7-6-9 7-6-9 6-3-6 13-9-156-6-120-3-80-3-86-3-46-6-126-3-66-3-60-3-66-6-12Scale = 1:53 Plate Offsets (X, Y):[11:0-0-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 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 0.35 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 89 lb FT = 0% 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 2-0-0 oc purlins (6-0-0 max.): 1-11, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 21, 22, 23 REACTIONS (lb/size)11=84/13-9-15, 12=139/13-9-15, 13=101/13-9-15, 14=110/13-9-15, 15=21/13-9-15, 16=-183/13-9-15, 17=548/13-9-15, 18=260/13-9-15 Max Horiz 18=169 (LC 4) Max Uplift 11=-111 (LC 4), 12=-41 (LC 4), 13=-33 (LC 4), 14=-38 (LC 4), 16=-352 (LC 3), 17=-131 (LC 4), 18=-82 (LC 4) Max Grav 11=140 (LC 7), 12=139 (LC 1), 13=101 (LC 1), 14=110 (LC 1), 15=136 (LC 3), 16=41 (LC 4), 17=555 (LC 7), 18=260 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-76/116, 1-2=-92/91, 2-3=-92/91, 3-4=-92/91, 4-5=-92/91, 5-6=-92/91, 6-7=-93/93, 7-8=-93/93, 8-9=-93/93, 9-10=-93/93, 10-11=-93/92 BOT CHORD 17-18=-96/108, 16-17=-89/92, 15-16=-118/190, 14-15=-133/139, 13-14=-132/140, 12-13=-133/142, 11-12=-131/137 WEBS 18-19=-311/89, 19-21=-314/93, 2-21=-284/81, 17-20=-358/210, 20-22=-358/210, 6-22=-338/197, 7-15=-24/52, 8-14=-84/52, 9-13=-78/50, 10-12=-99/55, 19-20=-48/6, 21-25=-4/3, 23-25=-4/3, 23-24=-4/3, 22-24=-4/3, 4-23=-64/44, 5-24=-8/18, 3-25=-11/15 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 0-0-0 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 82 lb uplift at joint 18, 111 lb uplift at joint 11, 352 lb uplift at joint 16, 131 lb uplift at joint 17, 38 lb uplift at joint 14, 33 lb uplift at joint 13 and 41 lb uplift at joint 12. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 15, 14, 13, 12. 12)This truss is designed in accordance with the 2018 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 WF99 S I47232542V24GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:08 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212=3x4 =3x4 13 12 11 10 9 1 8 2 3 4 5 6 7 0-11-4 -0-11-4 0-9-5 0-9-5 13-0-10 13-9-15 4-7-6 13-9-15 9-2-9 9-2-95-3-71-0-76-0-124-7-64-7-60-4-155-0-5Scale = 1:52.2 Plate Offsets (X, Y):[3:0-1-8,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 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 59 lb FT = 0% 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=36/13-9-15, 9=248/13-9-15, 10=25/13-9-15, 11=304/13-9-15, 12=326/13-9-15, 13=209/13-9-15 Max Horiz 13=109 (LC 4) Max Uplift 8=-83 (LC 11) Max Grav 8=93 (LC 5), 9=248 (LC 1), 10=58 (LC 3), 11=304 (LC 1), 12=328 (LC 9), 13=209 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-13=-174/28, 1-2=0/77, 2-3=-119/57, 3-4=-64/64, 4-5=-64/64, 5-6=-64/64, 6-7=-64/64, 7-8=-33/26 BOT CHORD 12-13=-42/32, 11-12=-42/32, 10-11=-42/32, 9-10=-69/65, 8-9=-84/66 WEBS 4-12=-243/0, 5-11=-252/25, 6-9=-198/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -0-11-4 to 13-8-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof 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 0-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 8. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 9. 13)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232543V25GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:09 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212 =4x6 =3x4 12 11 10 9 8 1 7 2 3 4 5 6 0-11-4 -0-11-4 1-10-2 1-10-2 11-11-13 13-9-15 3-1-1 13-9-15 10-8-14 10-8-143-9-22-1-45-7-43-1-13-1-10-4-153-6-0Scale = 1:42.7 Plate Offsets (X, Y):[3:0-4-4,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 59 lb FT = 0% 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 6-0-0 oc bracing. REACTIONS (lb/size)7=113/13-9-15, 8=48/13-9-15, 9=290/13-9-15, 10=342/13-9-15, 11=220/13-9-15, 12=136/13-9-15 Max Horiz 12=67 (LC 11) Max Uplift 7=-40 (LC 11) Max Grav 7=121 (LC 8), 8=77 (LC 11), 9=291 (LC 8), 10=343 (LC 9), 11=221 (LC 8), 12=154 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-12=-144/32, 1-2=0/77, 2-3=-70/66, 3-4=-52/54, 4-5=-52/54, 5-6=-52/54, 6-7=-99/22 BOT CHORD 11-12=-16/18, 10-11=-16/17, 9-10=-16/17, 8-9=-16/17, 7-8=-49/32 WEBS 3-11=-165/0, 4-10=-257/19, 5-9=-248/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 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 0-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 7. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. 13)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232544V26GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:09 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212 Sheet Front1 Ply Plywood/OSB Structural =3x4 =3x4 =3x4 =3x4 30 29 28 27 26 25 24 23 2221 20 19 1 18 2 17 3 16 154 145 136 8 9 10 11 127 5-1-5 12-2-9 4-4-6 16-6-15 7-1-5 7-1-5 5-10-0 16-6-15 10-8-15 10-8-1510-10-63-9-10-4-150-1-1510-8-710-8-70-1-1510-10-65-10-05-10-00-3-16-1-1Scale = 1:65.8 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 0.14 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 0.09 Horiz(TL)0.00 16 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 151 lb FT = 0% 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.): 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 5-26, 6-25, 8-24, 9-23, 10-22, 11-20 REACTIONS (lb/size)16=28/16-6-15, 17=95/16-6-15, 18=109/16-6-15, 19=105/16-6-15, 20=103/16-6-15, 21=5/16-6-15, 22=100/16-6-15, 23=108/16-6-15, 24=105/16-6-15, 25=105/16-6-15, 26=107/16-6-15, 27=106/16-6-15,28=111/16-6-15, 29=82/16-6-15,30=39/16-6-15 Max Horiz 30=-114 (LC 5) Max Uplift 16=-151 (LC 9), 18=-15 (LC 9), 20=-15 (LC 8), 21=-54 (LC 5), 24=-15 (LC 8), 26=-14 (LC 9), 27=-16 (LC 9), 28=-3 (LC 9), 29=-61 (LC 9), 30=-1 (LC 8) Max Grav 16=177 (LC 5), 17=95 (LC 1), 18=122 (LC 7), 19=105 (LC 1), 20=103 (LC 1), 21=60 (LC 9), 22=100 (LC 1), 23=109 (LC 7), 24=105 (LC 1), 25=105 (LC 1), 26=119 (LC 7), 27=120 (LC 7), 28=113 (LC 7), 29=135 (LC 7), 30=39 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-30=-60/50, 1-2=-66/70, 2-3=-84/72,3-4=-107/100, 4-5=-134/132, 5-6=-167/164, 6-7=-147/142, 7-8=-131/130, 8-9=-133/132, 9-10=-133/132, 10-11=-133/132, 11-12=-131/130, 12-13=-147/142, 13-14=-167/165, 14-15=-133/132, 15-16=-124/121 BOT CHORD 29-30=-57/62, 28-29=-57/62, 27-28=-57/62,26-27=-57/62, 25-26=-57/62, 24-25=-57/62, 23-24=-57/62, 22-23=-57/62, 21-22=-57/62, 20-21=-85/98, 19-20=-87/98, 18-19=-86/98, 17-18=-87/97, 16-17=-86/91 WEBS 2-29=-70/26, 3-28=-93/28, 4-27=-92/29, 5-26=-93/31, 6-25=-78/13, 8-24=-79/31, 9-23=-81/9, 10-22=-81/10, 11-20=-79/31, 13-19=-78/14, 14-18=-95/31, 15-17=-67/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 0-0-0 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 tobearing plate capable of withstanding 1 lb uplift at joint 30, 151 lb uplift at joint 16, 54 lb uplift at joint 21, 61 lb uplift at joint 29, 3 lb uplift at joint 28, 16 lb uplift at joint 27, 14 lb uplift at joint 26, 15 lb uplift at joint 24, 15 lb uplift at joint 20 and 15 lb uplift at joint 18. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 16, 20, 19, 18, 17. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232545V27GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:10 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212 =3x4 =3x4 =3x4 =3x4 14 13 12 11 10 9 1 2 8 73 5 64 1-9-5 10-6-9 6-0-6 16-6-15 8-9-5 8-9-5 5-10-0 16-6-15 10-8-15 10-8-1512-6-63-9-10-4-150-1-1512-4-712-4-70-1-1512-6-65-10-05-10-00-3-16-1-1Scale = 1:73.6 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 0.15 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 88 lb FT = 0% 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, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 3-12, 5-11 REACTIONS (lb/size)8=102/16-6-15, 9=291/16-6-15, 10=15/16-6-15, 11=290/16-6-15, 12=330/16-6-15, 13=240/16-6-15, 14=41/16-6-15 Max Horiz 14=-114 (LC 5) Max Uplift 8=-130 (LC 9), 9=-7 (LC 9), 10=-44 (LC 8), 11=-85 (LC 8), 12=-5 (LC 9), 13=-78 (LC 9), 14=-9 (LC 8) Max Grav 8=206 (LC 7), 9=300 (LC 7), 10=72 (LC 9), 11=290 (LC 1), 12=344 (LC 7), 13=303 (LC 7), 14=41 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=-43/37, 1-2=-52/65, 2-3=-156/121, 3-4=-200/189, 4-5=-156/152, 5-6=-156/152, 6-7=-198/188, 7-8=-140/134 BOT CHORD 13-14=-52/61, 12-13=-52/61, 11-12=-52/61, 10-11=-52/61, 9-10=-86/111, 8-9=-83/94 WEBS 2-13=-223/86, 3-12=-260/58, 5-11=-231/123, 7-9=-222/38 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 0-0-0 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 tobearing plate capable of withstanding 9 lb uplift at joint 14, 130 lb uplift at joint 8, 44 lb uplift at joint 10, 78 lb uplift at joint 13, 5 lb uplift at joint 12, 85 lb uplift at joint 11 and 7 lb uplift at joint 9. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 9. 12)This truss is designed in accordance with the 2018International 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 WF99 S I47232546V28GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:10 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 1212 =4x6 =3x4 =3x4 12 11 10 9 8 7 1 2 6 3 5 4 0-4-0 9-9-15 6-9-0 16-6-15 9-5-15 9-5-15 5-10-0 16-6-15 10-8-15 10-8-1513-3-03-9-10-8-00-3-80-3-812-11-813-3-05-10-05-10-00-3-16-1-1Scale = 1:78.3 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 0.16 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 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 90 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 9-4:2x4 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, Except: 6-0-0 oc bracing: 6-7. WEBS 1 Row at midpt 4-9, 3-10 REACTIONS (lb/size)6=91/16-6-15, 7=296/16-6-15, 8=19/16-6-15, 9=293/16-6-15, 10=333/16-6-15, 11=253/16-6-15, 12=24/16-6-15 Max Horiz 12=-125 (LC 5) Max Uplift 6=-130 (LC 9), 7=-29 (LC 9), 8=-47 (LC 5), 9=-124 (LC 8), 10=-27 (LC 9), 11=-67 (LC 9), 12=-12 (LC 4) Max Grav 6=231 (LC 5), 7=345 (LC 7), 8=73 (LC 9), 9=293 (LC 1), 10=390 (LC 7), 11=337 (LC 7), 12=24 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-34/42, 1-2=-45/70, 2-3=-165/121, 3-4=-249/212, 4-5=-247/211, 5-6=-155/133 BOT CHORD 11-12=-54/69, 10-11=-54/69, 9-10=-54/69, 8-9=-54/69, 7-8=-89/123, 6-7=-87/105 WEBS 4-9=-255/161, 3-10=-306/80, 2-11=-249/77, 5-7=-266/61 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 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 12 lb uplift at joint 12, 130 lb uplift at joint 6, 47 lb uplift at joint 8, 124 lb uplift at joint 9, 27 lb uplift at joint 10, 67 lb uplift at joint 11 and 29 lb uplift at joint 7. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 7. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232547V29Roof Special 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:11 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 0-4-15 3-5-6 3-0-7 3-0-7 3-5-60-4-03-4-7Scale = 1:29.4 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 0.38 Vert(LL)-0.01 1-3 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.01 1-3 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 13 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=126/0-3-8, 3=126/0-3-8 Max Uplift 1=-11 (LC 4), 3=-11 (LC 4) Max Grav 1=144 (LC 7), 3=144 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-55/55, 2-3=-113/30 BOT CHORD 1-3=-47/51 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable studs spaced at 0-0-0 oc. 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 11 lb uplift at joint 1 and 11 lb uplift at joint 3. 7)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232548V30MONO TRUSS 1 1WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:11 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212Sheet Front 1 Ply Plywood/OSB Structural =4x6 13 12 11 10 9 8 7 1 62 53 4 3-9-8 3-9-8 5-10-2 9-7-10 9-7-105-10-22-0-100-3-80-3-85-6-105-10-2Scale = 1:36.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 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 0.05 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 49 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=98/9-7-10, 8=230/9-7-10, 9=55/9-7-10, 10=106/9-7-10, 11=108/9-7-10, 12=88/9-7-10, 13=46/9-7-10 Max Horiz 13=45 (LC 4) Max Uplift 8=-28 (LC 9), 10=-40 (LC 5), 12=-38 (LC 9) Max Grav 7=103 (LC 7), 8=296 (LC 7), 9=58 (LC 7), 10=106 (LC 1), 11=120 (LC 7), 12=146 (LC 7), 13=46 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-13=-46/12, 1-2=-43/29, 2-3=-84/54, 3-4=-112/77, 4-5=-108/76, 5-6=-107/58, 6-7=-64/56 BOT CHORD 12-13=-24/24, 11-12=-24/24, 10-11=-24/24, 9-10=-24/24, 8-9=-24/24, 7-8=-24/24 WEBS 4-10=-85/74, 3-11=-98/15, 2-12=-106/36, 5-9=-60/8, 6-8=-212/52 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 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 40 lb uplift at joint 10, 38 lb uplift at joint 12 and 28 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232549V38GABLE11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:12 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =4x6 =2x4 =2x4 1 4 3 2 3-9-8 3-9-8 4-2-2 7-11-10 7-11-104-2-20-4-100-3-80-3-83-10-104-2-2Scale = 1:31.7 Plate Offsets (X, Y):[1:0-2-5,0-1-0] 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 0.52 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 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 26 lb FT = 0% 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=177/7-11-10, 3=183/7-11-10, 4=238/7-11-10 Max Grav 1=201 (LC 7), 3=206 (LC 7), 4=245 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-123/24, 2-3=-123/24 BOT CHORD 1-4=-9/39, 3-4=-9/39 WEBS 2-4=-151/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232550V39Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:12 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =4x6 =2x4 1 4 3 2 2-6-2 5-0-4 2-6-2 2-6-2 5-0-42-6-22-2-10Scale = 1:25 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% 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 5-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=103/5-0-4, 3=103/5-0-4, 4=139/5-0-4 Max Grav 1=121 (LC 7), 3=121 (LC 7), 4=145 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-72/14, 2-3=-72/14 BOT CHORD 1-4=-6/22, 3-4=-6/22 WEBS 2-4=-91/0 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232551V40Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:12 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =4x6 =3x4 =3x4 1 17 16 15 14 13 12 11 10 92 3 8 4 7 5 6 0-4-0 13-3-0 2-1-12 12-11-0 10-9-4 10-9-4 11-4-5 24-7-5 10-11-0 10-11-0 13-8-5 24-7-513-3-00-4-01-10-112-2-32-2-311-0-1313-3-0Scale = 1:78 Plate Offsets (X, Y):[1:0-1-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 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 0.32 Horiz(TL)0.01 10 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 118 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 14-10:2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-14 WEBS 1 Row at midpt 6-13, 4-16 REACTIONS (lb/size)1=172/24-7-5, 10=110/24-7-5, 11=316/24-7-5, 12=330/24-7-5, 13=249/24-7-5, 14=89/24-7-5, 15=22/24-7-5, 16=206/24-7-5, 17=434/24-7-5 Max Horiz 1=-31 (LC 5) Max Uplift 11=-35 (LC 9), 12=-33 (LC 9), 13=-109 (LC 8), 14=-18 (LC 9), 15=-10 (LC 8), 16=-45 (LC 9), 17=-48 (LC 9) Max Grav 1=172 (LC 1), 10=110 (LC 1), 11=375 (LC 7), 12=389 (LC 7), 13=265 (LC 9), 14=108 (LC 7), 15=25 (LC 9), 16=264 (LC 7), 17=514 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-116/107, 2-4=-162/92, 4-5=-172/150, 5-6=-185/178, 6-7=-216/176, 7-9=-139/84, 9-10=-77/61 BOT CHORD 1-17=-30/35, 16-17=-30/35, 15-16=-30/35, 14-15=0/0, 5-14=-89/14, 13-14=-31/37, 12-13=-31/37, 11-12=-31/37, 10-11=-31/37 WEBS 6-13=-209/139, 4-16=-213/62, 2-17=-377/100, 7-12=-309/82, 9-11=-283/77 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 15, 18 lb uplift at joint 14, 109 lb uplift at joint 13, 45 lb uplift at joint 16, 48 lb uplift at joint 17, 33 lb uplift at joint 12 and 35 lb uplift at joint 11. 10)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 10, 13, 12, 11. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232552V41Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:13 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =4x6 =3x4 1 16 15 14 13 12 11 10 9 82 3 4 7 5 6 0-4-0 13-3-0 2-1-12 12-11-0 9-8-5 22-11-5 10-9-4 10-9-4 10-11-0 10-11-0 12-0-5 22-11-513-3-00-4-03-6-113-10-33-10-39-4-1313-3-0Scale = 1:78 Plate Offsets (X, Y):[1:0-1-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 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 0.20 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 108 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 *Except* 13-9:2x4 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 6-12, 4-15 REACTIONS (lb/size)1=162/22-11-5, 9=13/22-11-5, 10=262/22-11-5, 11=341/22-11-5, 12=260/22-11-5, 13=95/22-11-5, 14=18/22-11-5, 15=210/22-11-5, 16=434/22-11-5 Max Horiz 1=-59 (LC 5) Max Uplift 9=-3 (LC 8), 10=-30 (LC 9), 11=-33 (LC 9), 12=-97 (LC 8), 13=-10 (LC 9), 15=-31 (LC 9), 16=-49 (LC 9) Max Grav 1=162 (LC 1), 9=13 (LC 1), 10=312 (LC 7), 11=401 (LC 7), 12=260 (LC 1), 13=109 (LC 7), 14=19 (LC 3), 15=257 (LC 7), 16=514 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-102/121, 2-4=-148/92, 4-5=-165/150, 5-6=-180/179, 6-7=-204/177, 7-8=-123/84, 8-9=-15/55 BOT CHORD 1-16=-6/7, 15-16=-6/7, 14-15=-6/7, 13-14=0/0, 5-13=-93/16, 12-13=-8/9, 11-12=-8/9, 10-11=-8/9, 9-10=-8/9 WEBS 6-12=-211/135, 4-15=-212/61, 2-16=-378/100, 7-11=-315/83, 8-10=-251/73 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 9, 10 lb uplift at joint 13, 97 lb uplift at joint 12, 31 lb uplift at joint 15, 49 lb uplift at joint 16, 33 lb uplift at joint 11 and 30 lb uplift at joint 10. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 12, 11, 10. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232553V42Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:13 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =4x6 =3x4 1 14 13 12 2 11 10 9 8 3 74 5 6 2-3-12 12-0-4 8-2-5 20-2-8 9-8-8 9-8-8 9-10-4 9-10-4 10-4-5 20-2-812-0-43-9-157-10-13Scale = 1:71.7 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 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.29 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 90 lb FT = 0% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=114/20-2-8, 8=123/20-2-8, 9=364/20-2-8, 10=255/20-2-8, 11=88/20-2-8, 12=10/20-2-8, 13=252/20-2-8, 14=356/20-2-8 Max Horiz 1=-63 (LC 5) Max Uplift 8=-7 (LC 9), 9=-37 (LC 9), 10=-52 (LC 8), 11=-7 (LC 9), 13=-31 (LC 9), 14=-38 (LC 9) Max Grav 1=114 (LC 1), 8=140 (LC 7), 9=428 (LC 7), 10=255 (LC 1), 11=99 (LC 7), 12=10 (LC 3), 13=302 (LC 7), 14=421 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-70/116, 2-4=-108/76, 4-5=-137/117, 5-6=-145/145, 6-7=-178/142, 7-8=-88/86 BOT CHORD 1-14=-4/4, 13-14=-4/4, 12-13=-4/4, 11-12=0/0, 5-11=-81/14, 10-11=-5/7, 9-10=-5/7, 8-9=-5/7 WEBS 6-10=-192/87, 4-13=-241/67, 2-14=-316/84, 7-9=-320/82 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 8, 7 lb uplift at joint 11, 52 lb uplift at joint 10, 31 lb uplift at joint 13, 38 lb uplift at joint 14 and 37 lb uplift at joint 9. 10)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 8, 10, 9. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232554V43Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:14 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =3x4 =4x6 =3x4 1 14 13 12 2 11 10 9 8 3 74 5 6 2-3-12 10-4-4 6-6-5 16-10-8 8-0-8 8-0-8 8-2-4 8-2-4 8-8-5 16-10-810-4-43-9-156-2-13Scale = 1:61.7 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 0.27 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 0.19 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 72 lb FT = 0% 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 6-0-0 oc bracing. REACTIONS (lb/size)1=37/16-10-8, 8=51/16-10-8, 9=290/16-10-8, 10=273/16-10-8, 11=74/16-10-8, 12=6/16-10-8, 13=277/16-10-8, 14=287/16-10-8 Max Horiz 1=-64 (LC 5) Max Uplift 1=-40 (LC 8), 9=-29 (LC 9), 11=-4 (LC 9), 13=-31 (LC 9), 14=-31 (LC 9) Max Grav 1=61 (LC 9), 8=56 (LC 7), 9=342 (LC 7), 10=273 (LC 1), 11=83 (LC 7), 12=6 (LC 3), 13=331 (LC 7), 14=340 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/116, 2-4=-89/81, 4-5=-117/82, 5-6=-108/108, 6-7=-147/105, 7-8=-26/59 BOT CHORD 1-14=-2/2, 13-14=-2/2, 12-13=-2/2, 11-12=0/0, 5-11=-69/13, 10-11=-3/6, 9-10=-3/6, 8-9=-3/6 WEBS 6-10=-201/29, 4-13=-260/70, 2-14=-270/74, 7-9=-268/71 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1, 4 lb uplift at joint 11, 31 lb uplift at joint 13, 31 lb uplift at joint 14 and 29 lb uplift at joint 9. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, 10, 9. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232555V44Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:14 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =3x4 =2x4 =2x4 =2x4 =2x4 =2x4 =4x6 =2x4 =3x4 1 9 8 7 6 52 3 4 2-3-12 8-8-4 4-10-5 13-6-8 6-4-8 6-4-8 6-6-4 6-6-4 7-0-5 13-6-88-8-43-9-154-6-13Scale = 1:56 Loading (psf)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 0.26 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 IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 52 lb FT = 0% 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 6-0-0 oc bracing. REACTIONS (lb/size)1=142/13-6-8, 5=156/13-6-8, 6=358/13-6-8, 7=17/13-6-8, 8=-15/13-6-8, 9=370/13-6-8 Max Horiz 1=-71 (LC 5) Max Uplift 5=-10 (LC 9), 8=-21 (LC 7), 9=-39 (LC 9) Max Grav 1=142 (LC 1), 5=182 (LC 7), 6=358 (LC 1), 7=17 (LC 1), 8=5 (LC 9), 9=452 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-88/116, 2-3=-113/46, 3-4=-65/68, 4-5=-121/89 BOT CHORD 1-9=-1/2, 8-9=-1/2, 7-8=0/0, 3-7=-21/8, 6-7=-3/9, 5-6=-3/9 WEBS 4-6=-240/0, 2-9=-324/76 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 10 lb uplift at joint 5, 21 lb uplift at joint 8 and 39 lb uplift at joint 9. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5, 6. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232556V45Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:14 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =4x6 =2x4 =2x4 1 9 8 2 7 6 5 3 4 2-3-12 7-0-4 3-2-5 10-2-8 4-8-8 4-8-8 4-10-4 4-10-4 5-4-5 10-2-87-0-43-9-152-10-13Scale = 1:48.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)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 0.05 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-R BCDL 10.0 Weight: 38 lb FT = 0% 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 6-0-0 oc bracing. REACTIONS (lb/size)1=87/10-2-8, 5=121/10-2-8, 6=187/10-2-8, 7=141/10-2-8, 8=5/10-2-8, 9=220/10-2-8 Max Horiz 1=-80 (LC 5) Max Uplift 1=-1 (LC 8), 7=-8 (LC 9), 9=-20 (LC 9) Max Grav 1=87 (LC 1), 5=134 (LC 7), 6=189 (LC 7), 7=163 (LC 7), 8=18 (LC 3), 9=276 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/107, 2-3=-46/26, 3-4=-94/26, 4-5=-101/24 BOT CHORD 1-9=-1/0, 8-9=-1/0, 7-8=0/0, 3-7=-151/22, 6-7=0/29, 5-6=0/29 WEBS 4-6=-113/0, 2-9=-199/45 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 0-0-0 oc. 7)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 8)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 1, 8 lb uplift at joint 7 and 20 lb uplift at joint 9. 10)Beveled plate or shim required to provide full bearingsurface with truss chord at joint(s) 5, 6. 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232557V46Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:15 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 4-2-4 4-2-44-2-44-2-4Scale = 1:29.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 15 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=148/4-2-4, 3=148/4-2-4 Max Horiz 1=-98 (LC 4) Max Uplift 1=-13 (LC 4) Max Grav 1=169 (LC 7), 3=148 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-67/82, 2-3=-111/8 BOT CHORD 1-3=-53/57 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232558V47Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:15 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 1212 =2x4 =2x4 =2x4 1 3 2 2-6-4 2-6-42-6-42-6-4Scale = 1:22.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-P BCDL 10.0 Weight: 9 lb FT = 0% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=81/2-6-4, 3=81/2-6-4 Max Horiz 1=-54 (LC 4) Max Uplift 1=-7 (LC 4) Max Grav 1=92 (LC 7), 3=84 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-35/45, 2-3=-63/4 BOT CHORD 1-3=-29/31 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 0-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF99 S I47232559V48Valley11WF99 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.51 S Jul 16 2021 Print: 8.510 S Jul 16 2021 MiTek Industries, Inc. Thu Jul 29 16:55:16 Page: 1 ID:8CjrU0bcgJhGtnCUIvINOzyKtmF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f July 31,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths Spacing 24" O/CSpacing24" O/CSpacing24" O/CSpacing24" O/CSpacing24" O/C Spacing 24" O/C Spacing 24" O/CNailed connectionNailed connectionNailed connectionNailed connectionNailed connectionNailed connectionNailed connection2x4 LedgerSpacing24" O/C2x4 LedgerNailed connectionDouble check thevalley peak location.L2L4L8L3AL3BL6AL6BL5LEL11LAC03C02C01CJ3CJ1CJ2AJ01D01D03A06A05A04A03HUS26A02A01A07AJ15A J 1 3AJ14A08A09A10A11A12A13A14AA14B AJ02AJ03A16A17A18A19A19A19AA20A21A22A23A24A25A26A28A29A30A31A32AJ05AJ07AJ06AJ09A J 1 1EJFEJCEJAEJEEJBEJGEJGEDECEBEAEEEFEF BJ01BJ01B01B02B03BB06CJ3CJ1CJ2V01V02V03V04V05V07V08V09V10V11V12V13V14V15V16V17V18V19V20V21V22V23V24V25V26V27V28V29V30V41V42V43V44V45V46V47V48P02P18P19P01P16P12P13P14P15P11P10P04P05P06P07P08P09No Soln.HHUS28-2C04(7)CJ4(7) D02(2)AJ16(16)AJ04(3)A15(2)A27(2)AJ08(9) AJ10(3)AJ12(4)P17(5)P03(5)B05(4)B04(4) PD(9)EJD(4)EJD(3)BJ02(4)BJ02(4)6-00-004-00-008-05-084-04-002-00-001-09-002-01-0810-00-002-02-0016-00-001-01-002-00-002-00-002-00-003-00-1110-00-003-10-0830-00-0011-0014-00-008-09-0021-09-0822-00-007-06-0014-05-0014-03-0814-00-0020-11-0023-04-0016-06-0080-00-005-03-0019-10-0020-00-0024-08-005-04-005-04-008-00-0042-08-0013-10-006-00-006-01-001-08-102-07-042-00-001-10-006-00-001-10-041-08-0014-00-00L10L9G01G02G03G04G05G06G07G08G09G10G11G16G15V38V39V40G12(3)G14(6)2-00-001-05-0018-00-001-10-00SHOPDRAWINGAPPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINSTCHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to beincorporatedinto the building design at the specification of the building designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and fortheoverall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of thebuilding designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute,583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222Floor Area: 0Roof Area: 6554.52Hip Lines: 339.54Horizontal OH: 436.85Rake OH: 187.19Valley Lines: 246.69Ridge Lines: 122.74 ftSales Rep:WF99 SSubdivision:Order #:Job Name:8/2/2021Designer:Tony LintonDate:Model:Client:WATERFRONT OF WEST CLAYLot #:99Mick HammersleyHERON B SHOOPMAN HOMESWF99 S