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HomeMy WebLinkAboutGN010.0 - TRUSS LAYOUTS16023 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. December 16,2021 Fox, Steve Pages or sheets covered by this seal: I49273907 thru I49274041 My license renewal date for the state of Indiana is July 31, 2022. WF64 S WF64 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 =4x6 =4x6 =3x8 =4x6 =4x12 =2x4 =3x4 =4x6 =3x4 =3x4 =3x8 =5x6 =3x4 =3x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HUS26 HUS26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED 19 18 17 1631 32 15 33 14 34 13 35 36 12 37 11 101 3092 29 20 3 625 26 7 272423 285 8 22 21 4 1-4-4 -1-4-4 1-4-4 36-4-3 4-2-6 13-3-2 4-4-6 9-0-12 4-8-6 4-8-6 4-10-6 34-11-15 8-5-4 21-8-6 8-5-4 30-1-9 4-4-2 13-4-14 4-6-14 17-11-12 4-8-10 34-11-15 6-0-15 24-0-10 6-2-11 30-3-5 9-0-12 9-0-129-2-151-8-50-2-25-6-135-6-130-2-25-8-153-6-09-2-15Scale = 1:66.8 Plate Offsets (X, Y):[5:0-6-0,0-1-14], [8:0-3-0,0-2-1] 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 0.85 Vert(LL)-0.04 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.50 Vert(TL)-0.07 18-19 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.51 Horiz(TL)0.01 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 386 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 5-7:2x4 SPF-S1650F 1.6E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)11=753/0-3-8, 15=3519/0-3-8, 19=868/0-3-8 Max Uplift 11=-365 (LC 6), 15=-707 (LC 6), 19=-64 (LC 31) Max Grav 11=1074 (LC 30), 15=4049 (LC 29), 19=993 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-244/132, 3-4=-801/110, 4-5=-756/110, 5-6=-94/822, 6-8=-453/276, 8-9=-933/374, 9-10=0/112, 2-19=-310/156, 9-11=-990/355 BOT CHORD 18-19=0/624, 16-18=0/760, 15-16=0/795, 13-15=-79/315, 12-13=-130/655, 11-12=-31/107 WEBS 4-18=-56/492, 5-18=-520/58, 5-16=-48/1262, 5-15=-2231/211, 6-15=-1913/525, 6-13=-156/452, 8-13=-448/67, 8-12=-98/253, 3-19=-842/0, 9-12=-151/627, 3-18=-224/143 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)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 707 lb uplift at joint 15, 64 lb uplift at joint 19 and 365 lb uplift at joint 11. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 14-0-12 from the left end to 16-0-12 to connect truss(es) to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-8=-60, 8-9=-60, 9-10=-60, 11-19=-20 Concentrated Loads (lb) Vert: 13=-17 (B), 8=-30 (B), 12=-17 (B), 24=-30 (B), 25=-30 (B), 26=-30 (B), 27=-30 (B), 28=-30 (B), 29=-42 (B), 31=-875 (B), 32=-900 (B), 33=-17 (B), 34=-17 (B), 35=-17 (B), 36=-17 (B), 37=-85 (B) Job Truss Truss Type Qty Ply WF64 S I49273907A01Roof Special Girder 1 2WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:23 Page: 1 ID:k?vSisfR?ldeguNvwTGSSfy9?ph-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x8 =2x4 =4x9 =4x9 =3x8 =3x4 =3x4 =3x4 =3x6 =3x4 =3x6 =5x6 =4x9 =5x9 =2x4 19 18 17 16 15 14 13 12 111 25210 24 20 3 6 7 822 23215 9 4 1-4-4 -1-4-4 1-4-4 36-4-3 1-9-9 10-10-5 3-5-13 9-0-12 5-6-5 22-0-11 5-8-1 16-6-6 5-8-1 27-8-13 5-6-14 5-6-14 7-3-3 34-11-15 5-5-2 11-0-1 5-6-14 5-6-14 6-11-11 17-11-12 7-1-7 34-11-15 9-10-13 27-10-99-2-151-8-50-2-27-6-137-6-130-2-27-8-151-6-09-2-15Scale = 1:67.8 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [5:0-4-8,0-0-15], [9:0-3-0,0-2-1], [10:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.17 13-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.54 Vert(TL)-0.43 13-15 >471 180 TCDL 10.0 Rep Stress Incr YES WB 0.69 Horiz(TL)0.01 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 189 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 9-11:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-10:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-15, 7-15 REACTIONS (lb/size)12=662/0-3-8, 15=1586/0-3-8, 19=707/0-3-8 Max Horiz 19=-3 (LC 6) Max Uplift 12=-88 (LC 6), 15=-122 (LC 6), 19=-85 (LC 6) Max Grav 12=1011 (LC 20), 15=2233 (LC 19), 19=842 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-756/90, 3-4=-800/228, 4-5=-521/205, 5-6=-342/122, 6-7=0/305, 7-9=-419/123, 9-10=-760/90, 10-11=0/118, 2-19=-790/114, 10-12=-957/119 BOT CHORD 18-19=-9/103, 17-18=0/310, 15-17=-129/152, 13-15=-27/200, 12-13=-39/352 WEBS 4-18=-139/513, 4-17=-107/274, 5-17=-631/189, 9-13=-159/85, 2-18=0/439, 10-13=-55/291, 3-18=-482/175, 6-15=-1164/140, 6-17=-24/590, 7-15=-1039/107, 7-13=0/433 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)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 85 lb uplift at joint 19, 88 lb uplift at joint 12 and 122 lb uplift at joint 15. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273908A02Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:27 Page: 1 ID:WMzm51NR6t3HFyNFuMpHL5y9?om-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 =4x6 =3x6 =6x6 =3x8 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x8 =6x6 =4x6 =3x6 =2x8 18 17 16 15 14 13 12 1 19 112 2320 103 4 6 7 822215 9 1-4-4 -1-4-4 5-1-8 20-0-12 5-3-4 25-4-0 5-3-4 14-11-4 4-8-3 9-8-0 4-8-6 30-0-6 4-11-10 34-11-15 4-11-13 4-11-13 0-1-12 18-1-8 7-0-12 25-2-4 8-2-0 17-11-12 9-9-12 9-9-12 9-9-12 34-11-159-8-151-8-50-2-29-6-139-6-130-2-29-8-15Scale = 1:66.6 Plate Offsets (X, Y):[5:0-3-7,Edge], [9:0-3-7,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 0.56 Vert(LL)-0.22 12-13 >919 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.66 Vert(TL)-0.55 12-13 >365 180 TCDL 10.0 Rep Stress Incr YES WB 0.75 Horiz(TL)0.02 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 189 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 9-13, 6-15, 7-15 REACTIONS (lb/size)12=630/ Mechanical, 15=1472/0-3-8, 18=765/0-3-8 Max Horiz 18=54 (LC 6) Max Uplift 12=-46 (LC 6), 15=-102 (LC 6), 18=-95 (LC 6) Max Grav 12=941 (LC 18), 15=1984 (LC 17), 18=1112 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-352/134, 3-5=-689/150, 5-6=-459/152, 6-7=-61/132, 7-9=-404/149, 9-10=-637/148, 10-11=-336/87,2-18=-487/159, 11-12=-362/75 BOT CHORD 17-18=0/591, 15-17=-20/239, 13-15=-59/157, 12-13=0/569 WEBS 5-17=-36/121, 9-13=-79/95, 3-18=-711/0, 10-12=-679/32, 3-17=-389/144, 10-13=-413/146, 6-15=-948/90, 6-17=0/555, 7-15=-972/97, 7-13=0/594 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 18, 46 lb uplift at joint 12 and 102 lb uplift at joint 15. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273909A03Hip11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:27 Page: 1 ID:hkfLzci0WUaIcGWdXEJrU?y9?oK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =3x6 =3x8 =3x4 =5x6 =3x4 =2x4 =3x8 =3x4 =5x6 =3x4 =3x8 =3x6 =4x6 =4x6 =2x4 18 17 16 15 14 13 12 11 10 91 19 24 20 2328 73 5 22214 6 5-3-7 22-11-3 5-6-15 17-7-12 6-2-2 6-2-2 5-10-10 12-0-12 5-10-10 28-9-13 6-2-2 34-11-15 0-4-0 17-11-12 5-1-4 23-0-15 5-8-11 17-7-12 5-8-14 11-11-0 5-8-14 28-9-13 6-2-2 6-2-2 6-2-2 34-11-1511-8-151-8-51-8-50-2-211-6-1311-6-130-2-211-8-15Scale = 1:72.4 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [4:0-3-0,0-2-1], [6:0-3-0,0-2-1], [9:0-2-12,0-1-8] 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 0.75 Vert(LL)-0.03 17-18 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)-0.09 17-18 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.64 Horiz(TL)0.02 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 4-14,6-14:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 8-12, 5-14, 4-14, 6-14 REACTIONS (lb/size)10=588/ Mechanical, 14=1587/0-3-8, 18=602/0-3-8 Max Uplift 10=-28 (LC 6), 14=-127 (LC 6), 18=-29 (LC 6) Max Grav 10=871 (LC 17), 14=1860 (LC 16), 18=887 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-912/78, 2-4=-530/158, 4-5=-30/199, 5-6=-30/199, 6-8=-509/157, 8-9=-894/76,1-18=-830/61, 9-10=-815/60 BOT CHORD 17-18=-3/108, 16-17=0/595, 14-16=-29/192, 12-14=-40/179, 11-12=0/581, 10-11=-3/108 WEBS 2-17=0/198, 2-16=-650/142, 4-16=-39/594, 6-12=-42/593, 8-12=-654/142, 8-11=0/203, 1-17=0/501, 9-11=0/487, 5-14=-740/110, 4-14=-877/47, 6-14=-876/46 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)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 29 lb uplift at joint 18, 28 lb uplift at joint 10 and 127 lb uplift at joint 14. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273910A04Hip11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:28 Page: 1 ID:hYEdg2K?V803D5wQ0Skp2ly9?nX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x8 =4x6 =4x6 =3x6 =3x6 =3x4 =8x8 =3x6 =3x4 =3x6 =8x8 =3x4 =3x6 =3x6 =4x6 =4x6 =2x4 17 16 15 14 13 12 11 10 9 1 8 2 7 3 6 54 6-1-11 28-8-13 6-6-3 6-6-3 6-2-11 12-8-13 6-5-3 35-2-0 9-10-5 22-7-2 0-1-12 18-3-8 4-1-15 22-5-6 5-3-2 18-1-12 6-3-7 28-8-13 6-4-7 12-10-9 6-5-3 35-2-0 6-6-3 6-6-31-6-101-8-512-2-0Scale = 1:78.2 Plate Offsets (X, Y):[1:0-3-0,0-1-12], [4:0-6-0,0-5-8], [5:0-6-0,0-5-8], [8:0-3-0,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.04 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.32 Vert(TL)-0.10 16-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.62 Horiz(TL)0.02 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 202 lb FT = 20% 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* 13-4,13-5:2x4 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 (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-15, 4-13, 5-13, 7-11 REACTIONS (lb/size)9=592/ Mechanical, 13=1556/0-3-8, 17=642/0-3-8 Max Horiz 17=1 (LC 4) Max Uplift 9=-36 (LC 4), 13=-107 (LC 4), 17=-40 (LC 4) Max Grav 9=637 (LC 7), 13=1627 (LC 7), 17=690 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-686/90, 2-4=-399/173, 4-5=-15/161, 5-7=-332/170, 7-8=-612/86, 1-17=-632/72, 8-9=-581/68 BOT CHORD 16-17=-12/109, 15-16=0/417, 13-15=-28/166, 11-13=-64/151, 10-11=0/363, 9-10=-7/91 WEBS 2-16=0/228, 2-15=-487/143, 4-15=-32/463, 4-13=-825/82, 5-13=-829/89, 5-11=-40/448, 7-11=-484/141, 7-10=0/230, 1-16=0/326, 8-10=0/287 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 17, 107 lb uplift at joint 13 and 36 lb uplift at joint 9. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF64 S I49273911A05Piggyback Base 3 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:29 Page: 1 ID:i5IUpgkKVbIEIKWz?bLnQwy9?n?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 0.3812=2x8 =4x6 =4x6 =3x6 =3x8 =3x6 =6x8 =3x4 =5x9 =3x8 =5x9 =6x6 =3x4 =3x4 =5x6 =3x8 =4x6 =2x4 18 17 16 15 14 13 12 11 10 1 19 925 8 24223 3 720 6421225 4-5-7 22-7-2 3-10-3 30-1-2 3-7-12 26-2-14 5-4-14 18-1-12 5-0-14 35-2-0 6-6-3 6-6-3 6-2-11 12-8-13 1-1-14 22-8-14 3-3-9 21-7-1 4-11-2 35-2-0 5-4-14 18-3-8 6-4-7 12-10-9 6-6-3 6-6-3 7-5-15 30-2-1412-2-01-6-104-1-80-1-45-11-15-11-16-2-1512-2-0Scale = 1:80 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [4:0-4-8,0-1-8], [5:0-3-8,0-1-8], [6:0-4-4,0-2-0], [14:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.07 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.34 Vert(TL)-0.21 11-12 >961 180 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horiz(TL)0.02 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 232 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 14-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-2 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: 13-14. WEBS 1 Row at midpt 2-15, 4-14, 5-14, 6-13, 7-12 REACTIONS (lb/size)10=655/ Mechanical, 14=1423/0-3-8, 18=712/0-3-8 Max Horiz 18=-28 (LC 7) Max Uplift 10=-46 (LC 6), 14=-129 (LC 6), 18=-31 (LC 6) Max Grav 10=694 (LC 29), 14=1684 (LC 19), 18=993 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1072/80, 2-4=-649/161, 4-5=-142/153, 5-6=-260/163, 6-7=-481/178, 7-8=-857/199, 8-9=-588/81, 1-18=-933/64, 9-10=-662/67 BOT CHORD 17-18=-16/148, 15-17=0/723, 14-15=0/292, 13-14=-161/175, 12-13=-3/217, 11-12=0/408, 10-11=-32/42 WEBS 2-17=0/212, 2-15=-686/150, 4-15=-34/615, 4-14=-823/44, 5-14=-1056/135, 5-13=-40/731, 6-12=-63/652, 8-11=-587/176, 1-17=0/612, 9-11=0/658, 6-13=-684/21, 7-12=-596/175, 7-11=-114/387 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 18, 129 lb uplift at joint 14 and 46 lb uplift at joint 10. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273912A06Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:29 Page: 1 ID:02DwbjMt_lju_XgSPjGre9y9?Al-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 =2x8 =4x6 =4x6 =3x6 =3x8 =3x6 =3x4 =MT18HS 7x10 =4x6 =2x4 =2x8 =5x9 =6x6 =3x4 =3x4 =5x6 =3x8 =4x6 =2x419 18 1716 15 14 13 12 11 10 1 20 926 8 25224 3 721 6422235 1-4-7 22-7-2 3-10-3 30-1-2 3-7-12 26-2-14 5-0-14 35-2-0 6-6-3 6-6-3 6-2-11 12-8-13 8-5-14 21-2-12 0-1-12 18-3-8 1-4-7 22-8-14 3-1-0 21-4-8 4-11-2 35-2-0 5-4-14 18-1-12 6-2-11 12-8-13 6-6-3 6-6-3 7-5-15 30-2-1412-2-01-6-103-1-81-1-45-11-15-11-16-2-1512-2-0Scale = 1:83 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [4:0-6-7,0-2-0], [6:0-4-4,0-2-0], [13:0-3-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.08 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL)-0.21 11-12 >960 180 MT18HS 169/123 TCDL 10.0 Rep Stress Incr YES WB 0.82 Horiz(TL)0.03 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 15-4:2x4 SPF-S 1650F 1.6E, 13-4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 5-13 WEBS 1 Row at midpt 2-16, 4-15, 7-12, 6-13 REACTIONS (lb/size)10=624/ Mechanical, 15=1493/0-3-8, 19=672/0-3-8 Max Horiz 19=-50 (LC 7) Max Uplift 10=-40 (LC 6), 15=-144 (LC 6), 19=-23 (LC 6) Max Grav 10=647 (LC 19), 15=1785 (LC 29), 19=937 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1003/70, 2-4=-575/152, 4-5=-284/152, 5-6=-267/148, 6-7=-426/150, 7-8=-933/179, 8-9=-645/63, 1-19=-878/56, 9-10=-612/59 BOT CHORD 18-19=-40/164, 16-18=0/669, 15-16=0/250, 14-15=-8/33, 13-14=0/28, 5-13=-1163/160, 12-13=-15/209, 11-12=0/411, 10-11=-16/38 WEBS 2-18=0/219, 2-16=-692/150, 4-16=-38/608, 4-15=-1649/143, 13-15=-548/194, 4-13=-73/968, 6-12=-59/685, 8-11=-616/169, 1-18=0/558, 9-11=0/668, 7-12=-618/165, 7-11=-109/481, 6-13=-606/184 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 19, 40 lb uplift at joint 10 and 144 lb uplift at joint 15. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273913A07Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:30 Page: 1 ID:zbg_eme6eW5ciNxAVeN4kKy9?Ob-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 =3x6 =5x6 =8x8 =6x6 =3x6 =6x8 =3x4 =3x8 =2x8 =2x4 =6x8 =5x9 =3x4 =3x6 =3x6 =5x6 =4x9 =4x6 =3x4 19 18 17 16 15 14 1312 11 10 924 8 2322 71 2 62021345 3-7-6 30-1-2 4-9-7 22-7-2 3-10-9 26-5-11 5-0-14 35-2-0 7-1-13 17-9-12 7-3-9 10-7-14 3-4-5 3-4-5 3-6-1 3-6-1 4-5-15 22-5-6 4-11-2 35-2-0 7-1-13 10-7-14 7-3-9 17-11-8 7-9-7 30-2-1412-2-09-4-62-2-122-0-05-11-15-11-16-2-1512-2-0Scale = 1:75.6 Plate Offsets (X, Y):[1:0-2-12,0-1-8], [2:0-4-12,0-1-12], [6:0-7-4,0-2-0], [11:0-1-12,0-2-0], [14:0-2-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.15 5-14 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL)-0.34 11-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 1.00 Horiz(TL)0.09 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 2-4:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 *Except* 15-5:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except*18-2,16-2,3-16:2x4 SPF No.2, 19-1:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-14 WEBS 1 Row at midpt 2-18, 3-16, 6-14, 1-19 REACTIONS (lb/size)10=1395/ Mechanical, 19=1395/0-3-8 Max Horiz 19=-52 (LC 7) Max Uplift 10=-115 (LC 6), 19=-114 (LC 6) Max Grav 10=1503 (LC 18), 19=1931 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-754/212, 2-3=-1340/231, 3-5=-1775/241, 5-6=-1776/240, 6-7=-1993/250, 7-8=-2534/294, 8-9=-1995/158, 1-19=-1911/154, 9-10=-1460/132 BOT CHORD 18-19=-45/93, 16-18=0/521, 15-16=0/45, 14-15=0/124, 5-14=-711/113, 13-14=0/1506, 11-13=-24/1653, 10-11=0/69 WEBS 1-18=0/1554, 2-18=-1346/26, 2-16=-92/1561, 3-16=-1536/166, 14-16=0/1347, 3-14=-17/743, 6-14=-39/616, 6-13=-49/731, 8-11=-1184/210, 9-11=-83/1980, 7-13=-678/157, 7-11=-104/706 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 19 and 115 lb uplift at joint 10. 8)This truss is designed in accordance with the 2012International 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 WF64 S I49273914A08Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:30 Page: 1 ID:s_43u0wch5RaPf1YjvGx1gy9?Mx-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 =3x4 =4x6 =5x6 =6x8 =4x6 =3x6 =3x4 =3x6 =3x4 =3x8 =5x6 =3x6 =3x6 =5x6 =4x9 =4x6 =3x4 17 16 15 14 13 12 11 10 922 8 2120 71 2 61819345 3-4-5 3-4-5 3-10-3 30-1-2 3-7-12 26-2-14 6-3-12 16-1-10 5-0-14 35-2-0 6-5-8 22-7-2 6-5-8 9-9-14 3-6-1 3-6-1 4-11-2 35-2-0 7-9-7 30-2-14 9-5-11 22-5-6 9-5-11 12-11-1210-2-07-4-62-2-123-11-13-11-16-2-1510-2-0Scale = 1:72 Plate Offsets (X, Y):[1:0-3-0,0-1-8], [2:0-3-0,0-2-1], [6:0-3-0,0-2-1], [11:0-1-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.15 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.74 Vert(TL)-0.42 14-16 >986 180 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horiz(TL)0.09 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-16,5-13:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-17, 3-16, 5-14, 5-13 REACTIONS (lb/size)10=1395/ Mechanical, 17=1395/0-5-8 Max Horiz 17=-31 (LC 6) Max Uplift 10=-115 (LC 6), 17=-114 (LC 6) Max Grav 10=1503 (LC 18), 17=1931 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-863/178, 2-3=-679/161, 3-5=-1683/216, 5-6=-1525/223, 6-7=-1988/249, 7-8=-2540/305, 8-9=-1993/162, 1-17=-1926/131, 9-10=-1457/134 BOT CHORD 16-17=-67/116, 14-16=0/1506, 13-14=0/1797, 11-13=-18/1640, 10-11=0/71 WEBS 1-16=0/1520, 2-16=-30/190, 6-13=-68/851, 8-11=-1207/219, 9-11=-88/1977, 3-14=0/580, 3-16=-1592/118, 5-14=-373/96, 5-13=-506/94, 7-13=-673/158, 7-11=-120/727 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 17 and 115 lb uplift at joint 10. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273915A09Piggyback Base 3 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:31 Page: 1 ID:WrsRYlUSrDE2xkYNPZ5juNy9?MD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 1.6912 =3x4 =4x6 =5x6 =6x8 =4x6 =3x6 =3x4 =3x6 =3x4 =3x6 =3x8 =5x6 =3x6 =5x9 =5x9 =4x6 =2x8 1017 16 15 14 13 12 11 922 8 2120 71 2 61819345 3-10-3 30-1-2 3-7-12 26-2-14 6-3-12 16-1-10 6-5-8 22-7-2 6-5-8 9-9-14 5-0-14 35-2-0 3-4-5 3-4-5 0-3-8 35-2-0 3-6-1 3-6-1 3-11-0 34-10-8 8-6-1 30-11-8 9-5-11 22-5-6 9-5-11 12-11-1210-8-107-4-62-9-63-11-14-5-106-2-1510-8-100-3-90-3-90-3-10-6-10Scale = 1:74.8 Plate Offsets (X, Y):[1:0-3-0,0-1-8], [2:0-3-0,0-2-1], [6:0-3-0,0-2-1], [10:0-4-10,0-1-0], [11:0-5-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.16 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.44 14-16 >961 180 TCDL 10.0 Rep Stress Incr YES WB 0.83 Horiz(TL)0.11 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-16,5-12:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 1-17, 3-16, 5-14, 5-12 REACTIONS (lb/size)10=1395/ Mechanical, 17=1395/0-5-8 Max Horiz 17=-45 (LC 6) Max Uplift 10=-115 (LC 6), 17=-114 (LC 6) Max Grav 10=1503 (LC 18), 17=1931 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-864/177, 2-3=-679/161, 3-5=-1683/216, 5-6=-1527/221, 6-7=-1992/248, 7-8=-2678/358, 8-9=-1824/150, 9-10=-1467/130, 1-17=-1927/130 BOT CHORD 16-17=-79/130, 14-16=0/1506, 12-14=0/1797, 11-12=-6/1638, 10-11=-11/55 WEBS 2-16=-30/191, 6-12=-68/855, 8-11=-1397/262, 9-11=-74/1871, 1-16=0/1521, 3-14=0/580, 3-16=-1591/118, 5-14=-375/94, 5-12=-504/96, 7-12=-666/166, 7-11=-176/876 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide metal plate or equivalent at bearing(s) 10 to support reaction shown. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 17 and 115 lb uplift at joint 10. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF64 S I49273916A10Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:33 Page: 1 ID:PtdOywkdvgu3yyfQ8TzeFoy9?Lu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 4.7512 =3x4 =4x6 =5x6 =6x8 =4x6 =3x6 =3x4 =3x6 =3x4 =3x6 =3x8 =5x6 =3x6 =5x9 =5x9 =4x6 =2x4 10 17 16 15 14 13 12 11 922 8 2120 71 2 61819345 3-10-3 30-1-2 3-7-12 26-2-14 6-3-12 16-1-10 6-5-8 22-7-2 6-5-8 9-9-14 5-0-14 35-2-0 3-4-5 3-4-5 0-3-13 35-2-0 3-6-1 3-6-1 3-10-11 34-10-3 8-6-1 30-11-8 9-5-11 22-5-6 9-5-11 12-11-1211-8-87-4-63-9-41-6-83-11-15-5-86-2-1511-8-8Scale = 1:76 Plate Offsets (X, Y):[1:0-3-0,0-1-8], [2:0-3-0,0-2-1], [6:0-3-0,0-2-1], [11:0-5-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)-0.16 14-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)-0.44 14-16 >960 180 TCDL 10.0 Rep Stress Incr YES WB 0.83 Horiz(TL)0.16 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 203 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-16,5-12:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. WEBS 1 Row at midpt 1-17, 3-16, 5-14, 5-12 REACTIONS (lb/size)10=1395/ Mechanical, 17=1395/0-5-8 Max Horiz 17=-69 (LC 6) Max Uplift 10=-116 (LC 6), 17=-113 (LC 6) Max Grav 10=1503 (LC 18), 17=1931 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-863/177, 2-3=-679/161, 3-5=-1683/215, 5-6=-1527/219, 6-7=-1991/245, 7-8=-2671/348, 8-9=-1824/143, 9-10=-1471/120, 1-17=-1927/129 BOT CHORD 16-17=-102/155, 14-16=0/1506, 12-14=0/1797, 11-12=0/1638, 10-11=-40/51 WEBS 2-16=-30/191, 6-12=-66/854, 8-11=-1395/257, 9-11=-57/1882, 1-16=0/1521, 3-14=0/580, 3-16=-1591/117, 5-14=-375/93, 5-12=-504/96, 7-12=-665/163, 7-11=-167/871 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 10 and 113 lb uplift at joint 17. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 WF64 S I49273917A11Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:35 Page: 1 ID:M9R7LICXPr7uzYPgkNe0fJy9?K?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 612=4x9 =2x4 =5x6 =5x6 =6x8 =3x8 =5x6 =5x6 =5x9 =5x9 =6x8 =2x4 =4x6 =4x918 16 19 17115332 26 25 24 23 22 21 20 1427281332312 29 4 115 31 6 1030789 1-0-0 54-2-7 1-4-4 -1-4-4 3-0-9 11-4-13 3-10-3 38-1-9 3-7-12 34-3-6 4-10-4 47-10-15 3-10-1 3-10-1 4-11-2 43-0-11 5-3-8 53-2-7 4-6-3 8-4-4 6-3-12 24-2-1 6-5-8 17-10-5 6-5-8 30-7-10 3-2-5 11-6-9 4-0-0 42-10-15 5-0-0 47-10-15 5-3-8 53-2-7 8-4-4 8-4-4 8-5-1 38-10-15 9-5-11 30-5-14 9-5-11 21-0-312-2-00-8-00-10-122-0-03-11-15-11-16-2-1512-2-0Scale = 1:98.8 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [10:0-3-0,0-2-1], [13:0-4-8,0-3-0], [16:0-7-1,Edge], [19:0-6-0,0-2-8], [20:0-5-8,0-2-8] 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 0.86 Vert(LL)-0.17 23-25 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(TL)-0.45 23-25 >930 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horiz(TL)0.10 19 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 272 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-16:2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 7-25,9-21:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 2-9-11 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, except 2-0-0 oc purlins (3-2-10 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 1 Row at midpt 6-25, 5-26, 11-20, 7-25, 9-23, 9-21 REACTIONS (lb/size)2=304/0-3-0, 16=119/0-3-0, 19=2224/0-3-8, 26=1749/0-3-8 Max Horiz 2=-36 (LC 6) Max Uplift 2=-59 (LC 6), 16=-88 (LC 19), 19=-209 (LC 6), 26=-126 (LC 6) Max Grav 2=464 (LC 23), 16=248 (LC 26), 19=2250 (LC 29), 26=2175 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-359/85, 3-5=-92/324, 5-6=-637/174, 6-7=-495/157, 7-9=-1439/200, 9-10=-1202/194, 10-11=-1562/212, 11-12=-986/190, 12-14=-631/1045, 14-16=-87/574, 16-17=-25/0 BOT CHORD 2-26=-21/230, 25-26=-200/188, 23-25=0/1289, 21-23=0/1527, 20-21=0/1120, 19-20=-1180/170, 18-19=-497/48, 16-18=-497/48 WEBS 6-25=-40/92, 10-21=-45/574, 12-20=-688/181, 13-20=-24/1771, 13-19=-1426/144, 14-19=-813/96, 14-18=0/241, 3-26=-433/114, 5-26=-1962/129, 5-25=0/1508, 11-21=-279/149, 11-20=-769/0, 7-23=0/495, 7-25=-1496/104, 9-23=-287/82, 9-21=-605/58 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x6 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 2, 209 lb uplift at joint 19, 88 lb uplift at joint 16 and 126 lb uplift at joint 26. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273918A12Piggyback Base 3 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:37 Page: 1 ID:Y4BZMVyQpvx5P48bMPlZ9Oy9?J1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 612=4x9 =2x4 =5x6 =5x6 =6x8 =3x8 =5x6 =6x10 =5x6 =6x6 =5x9 =MT18HS 5x10 =2x4 =4x6 =4x919 17 20 181162 27 26 25 24 23 22 21 15282914 12 133 30 114335 1063231789 1-0-3 39-9-14 1-0-0 54-2-7 1-4-4 -1-4-4 3-2-13 43-0-11 3-0-9 11-4-13 4-10-4 47-10-15 3-10-1 3-10-1 4-2-5 38-9-11 3-11-13 34-7-6 5-3-8 53-2-7 4-6-3 8-4-4 6-3-12 24-2-1 6-5-8 17-10-5 6-5-8 30-7-10 3-2-5 11-6-9 4-0-0 42-10-15 5-0-0 47-10-15 5-3-8 53-2-7 8-4-4 8-4-4 8-5-1 38-10-15 9-5-11 30-5-14 9-5-11 21-0-312-2-00-8-00-10-120-1-112-0-03-2-95-2-90-1-115-4-46-9-1212-2-0Scale = 1:98.8 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [10:0-3-0,0-2-1], [14:0-4-8,0-3-0], [17:0-7-1,Edge], [20:0-8-0,0-2-8] 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 0.87 Vert(LL)-0.17 24-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(TL)-0.45 24-26 >929 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horiz(TL)0.10 20 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 277 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-17:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 7-26,9-22:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 2-9-11 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except 2-0-0 oc purlins (3-2-6 max.): 6-10, 12-13. BOT CHORD Rigid ceiling directly applied or 5-2-9 oc bracing. WEBS 1 Row at midpt 6-26, 5-27, 7-26, 9-24, 9-22 REACTIONS (lb/size)2=299/0-3-0, 17=111/0-3-0, 20=2233/0-3-8, 27=1752/0-3-8 Max Horiz 2=-33 (LC 6) Max Uplift 2=-58 (LC 6), 17=-122 (LC 21), 20=-198 (LC 6), 27=-128 (LC 6) Max Grav 2=461 (LC 26), 17=399 (LC 30), 20=2720 (LC 22), 27=2189 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-354/101, 3-5=-88/345, 5-6=-625/173, 6-7=-488/156, 7-9=-1432/200, 9-10=-1195/194, 10-11=-1569/211,11-12=-935/156, 12-13=-641/56,13-15=-650/1143, 15-17=-238/652,17-18=-25/0 BOT CHORD 2-27=-32/227, 26-27=-216/187, 24-26=0/1280, 22-24=0/1520, 21-22=0/1102, 20-21=-1269/161, 19-20=-568/122, 17-19=-567/122 WEBS 6-26=-49/89, 10-22=-42/569, 12-21=-816/145, 13-21=-11/147, 14-21=-42/1907, 14-20=-1702/135, 15-20=-946/100, 15-19=0/241, 3-27=-435/114, 5-27=-1975/131, 5-26=0/1519, 7-24=0/497, 7-26=-1498/105, 9-24=-289/82, 9-22=-604/57, 11-22=-268/156, 11-21=-795/7 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 3x6 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2, 198 lb uplift at joint 20, 122 lb uplift at joint 17 and 128 lb uplift at joint 27. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273919A13Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:38 Page: 1 ID:NKfYuorrNeGbHSopix4w9?y9?Ht-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 612=4x9 =2x4 =5x6 =5x6 =6x8 =3x8 =5x6 =2x4 =5x9 =5x6 =5x6 =6x6 =MT18HS 5x10 =2x4 =4x6 =4x92019 17181 21 162 28 27 26 25 24 23 22 1529301314 123 31 341145 6 103332789 1-0-0 54-2-7 1-4-4 -1-4-4 1-2-15 40-0-2 2-9-13 42-9-14 3-0-9 11-4-13 3-10-1 3-10-1 3-11-10 34-7-3 4-2-0 38-9-3 5-0-8 47-10-7 5-4-0 53-2-7 4-6-3 8-4-4 6-3-12 24-2-1 6-5-8 30-7-10 6-5-8 17-10-5 1-2-15 40-1-14 3-2-5 11-6-9 2-9-1 42-10-15 4-11-8 47-10-7 5-4-0 53-2-7 8-4-4 8-4-4 8-5-1 38-10-15 9-5-11 30-5-14 9-5-11 21-0-312-2-00-8-00-10-120-1-112-0-02-2-94-2-90-1-114-4-47-9-1212-2-0Scale = 1:98.8 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [10:0-3-0,0-2-1], [17:0-7-1,Edge], [20:0-5-0,0-2-4], [22:0-5-4,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.16 25-27 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(TL)-0.44 25-27 >936 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horiz(TL)0.10 20 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 279 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 20-17:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 7-27,9-23:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 2-9-15 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except 2-0-0 oc purlins (3-2-15 max.): 6-10, 13-14. BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 1 Row at midpt 6-27, 5-28, 7-27, 9-25, 9-23 REACTIONS (lb/size)2=304/0-3-0, 17=97/0-3-0, 20=2252/0-3-8, 28=1742/0-3-8 Max Horiz 2=-28 (LC 6) Max Uplift 2=-58 (LC 6), 17=-143 (LC 21), 20=-185 (LC 6), 28=-127 (LC 6) Max Grav 2=464 (LC 26), 17=414 (LC 30), 20=2652 (LC 22), 28=2183 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-359/93, 3-5=-92/334, 5-6=-625/173, 6-7=-490/157, 7-9=-1426/200, 9-10=-1185/195, 10-11=-1554/210,11-12=-960/163, 12-13=-860/52,13-14=0/121, 14-15=-43/1225,15-17=-268/702, 17-18=-25/0 BOT CHORD 2-28=-28/230, 27-28=-220/181, 25-27=0/1276, 23-25=0/1512, 22-23=0/1083, 21-22=-72/110, 20-21=-1260/145, 19-20=-614/150, 17-19=-614/150 WEBS 6-27=-45/90, 10-23=-40/561, 12-22=-406/121, 13-22=-12/1170, 13-21=-1645/56, 14-21=-43/1506, 14-20=-1642/119, 15-20=-1015/109, 15-19=0/240, 3-28=-434/114, 5-28=-1969/130, 5-27=0/1514, 7-25=0/492, 7-27=-1493/105, 9-25=-283/82, 9-23=-610/57, 11-23=-258/172, 11-22=-803/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 3x6 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 2, 143 lb uplift at joint 17, 185 lb uplift at joint 20 and 127 lb uplift at joint 28. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273920A14Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:39 Page: 1 ID:vg90p4FXcnQwlWq97NAf?yy9?HM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 612=4x9 =3x6 =3x6 =5x6 =5x6 =6x8 =3x6 =3x6 =3x6 =3x6 =3x6 =3x6 =3x8 =5x6 =3x6 =3x6 =5x9 =5x6 =5x6 =MT18HS 5x10 =4x6 =MT18HS 7x10 =4x6 =4x6 =4x920 18 21 19 22 1 172 29 28 27 26 25 24 23 47154614164041 133 4542 1245 11 1064443789 1-0-0 54-2-7 1-4-4 -1-4-4 1-10-3 43-0-11 2-9-3 45-9-14 2-5-5 41-2-8 3-0-9 11-4-13 3-10-1 3-10-1 3-11-10 34-7-3 4-2-0 38-9-3 4-6-3 8-4-4 6-3-12 24-2-1 6-5-8 30-7-10 6-5-8 17-10-5 7-4-9 53-2-7 1-1-1 22-1-4 0-2-12 8-7-0 1-6-11 42-10-15 0-1-12 8-8-12 0-1-12 22-3-0 0-5-3 21-0-3 1-4-0 13-11-0 1-0-7 12-7-0 2-5-5 41-4-4 2-9-13 11-6-9 3-0-11 45-11-10 2-8-0 16-7-0 2-8-15 24-11-15 4-0-0 20-7-0 5-5-15 30-5-14 7-2-13 53-2-7 8-4-4 8-4-4 8-5-1 38-10-1512-2-00-8-00-10-120-1-112-0-01-2-93-2-90-1-113-4-48-9-1212-2-0Scale = 1:99.3 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-0,0-2-1], [10:0-3-0,0-2-1], [18:0-7-1,Edge], [21:0-8-0,0-2-8], [23:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.16 26-28 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(TL)-0.45 26-28 >928 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.96 Horiz(TL)0.10 21 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 306 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 16-19:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 *Except* 21-18:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 7-28,9-24:2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 -- 3-11-13 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, except 2-0-0 oc purlins (3-1-4 max.): 6-10, 14-16. BOT CHORD Rigid ceiling directly applied or 5-0-8 oc bracing. WEBS 1 Row at midpt 6-28, 7-28, 9-26, 9-24, 5-29 JOINTS 1 Brace at Jt(s): 28 REACTIONS (lb/size)2=291/0-3-0, 18=217/0-3-0, 21=2094/0-3-8, 29=1793/0-3-8 Max Horiz 2=29 (LC 7) Max Uplift 2=-50 (LC 6), 18=-88 (LC 6), 21=-139 (LC 6), 29=-146 (LC 6) Max Grav 2=458 (LC 26), 18=541 (LC 30), 21=2518 (LC 21), 29=2198 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-349/113, 3-5=-83/378, 5-6=-641/168, 6-7=-502/152, 7-9=-1461/206, 9-10=-1245/209, 10-12=-1629/229, 12-13=-1622/259, 13-14=-1539/145, 14-15=-44/471, 15-16=0/1162, 16-18=-284/560, 18-19=-25/0 BOT CHORD 2-29=-41/223, 28-29=-250/186, 26-28=0/1304, 24-26=0/1555, 23-24=0/1185, 22-23=-418/133, 21-22=-1378/58, 20-21=-491/145, 18-20=-484/154 WEBS 6-28=-49/94, 10-24=-53/615, 13-23=-409/127, 14-23=0/1370, 14-22=-1586/111, 15-22=-83/1402, 15-21=-1196/93, 16-21=-1086/50, 16-20=0/282, 7-26=0/516, 7-28=-1520/116, 9-26=-307/93, 9-24=-582/77, 3-29=-436/115, 5-29=-1985/148, 5-28=0/1526, 12-24=-429/151, 12-23=-540/27 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 18. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 2, 139 lb uplift at joint 21, 88 lb uplift at joint 18 and 146 lb uplift at joint 29. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273921A15Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:41 Page: 1 ID:sss2xCun735ObgNLk?d4f8y9?GX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 412 612 =4x6 =2x4 =5x6 =2x4 =2x4 =5x6 =6x8 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =3x8 =5x6 =2x4 =5x9 =5x9 =MT18HS 5x10 =5x6 =4x9 =8x8 NAILEDNAILED NAILEDNAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILED 21 205352515022 191849148164546474415172 29 28 27 26 25 24 23 403 144 41 135612 11743428910 1-0-0 54-2-7 1-4-4 -1-4-4 3-2-8 48-9-14 3-2-8 45-7-6 3-0-9 11-4-13 3-7-11 42-4-14 4-4-9 53-2-7 3-11-10 3-11-10 3-11-10 34-7-3 4-2-0 38-9-3 4-4-9 8-4-4 6-3-12 24-2-1 6-5-8 30-7-10 6-5-8 17-10-5 0-6-15 21-7-2 0-2-12 8-7-0 0-1-12 21-8-14 0-1-12 8-8-12 0-5-3 21-0-3 1-4-0 13-11-0 1-0-7 12-7-0 2-9-13 11-6-9 2-8-0 16-7-0 3-3-1 24-11-15 4-0-0 20-7-0 4-2-13 53-2-7 4-0-0 42-10-15 5-5-15 30-5-14 6-0-11 48-11-10 8-4-4 8-4-4 8-5-1 38-10-1512-2-00-8-00-10-120-1-112-0-00-2-92-2-90-1-112-4-49-9-1212-2-0Scale = 1:99.3 Plate Offsets (X, Y):[2:Edge,0-1-12], [7:0-3-0,0-2-1], [11:0-3-0,0-2-1], [20:0-3-0,0-2-0], [22:0-8-0,0-2-8], [23:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.17 26-28 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.78 Vert(TL)-0.45 26-28 >925 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.97 Horiz(TL)0.11 22 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 300 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 22-20:2x4 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except* 23-15,8-28,10-24:2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 -- 2-6-1 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-11-15 max.): 7-11, 15-17. BOT CHORD Rigid ceiling directly applied or 5-0-14 oc bracing. WEBS 1 Row at midpt 7-28, 6-29, 8-28, 10-26, 10-24 JOINTS 1 Brace at Jt(s): 28 REACTIONS (lb/size)2=304/0-3-0, 20=279/0-3-0, 22=2109/0-3-8, 29=1783/0-3-8 Max Horiz 2=-46 (LC 6) Max Uplift 2=-60 (LC 6), 20=-104 (LC 6), 22=-228 (LC 6), 29=-135 (LC 35) Max Grav 2=476 (LC 26), 20=468 (LC 30), 22=2520 (LC 21), 29=2211 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-4=-364/95, 4-6=-86/340, 6-7=-665/175, 7-8=-522/158, 8-10=-1480/206, 10-11=-1279/205,11-13=-1671/223, 13-14=-1667/237,14-15=-1653/106, 15-16=-91/1463,16-17=-363/84, 17-18=-398/69, 18-19=0/36,18-20=-432/114 BOT CHORD 2-29=-30/224, 28-29=-220/202, 26-28=0/1319, 24-26=0/1578, 23-24=0/1243, 22-23=-1343/171, 21-22=-698/232,20-21=-39/175 WEBS 7-28=-36/108, 11-24=-48/643, 14-23=-473/153, 15-23=-49/2299, 15-22=-1311/104, 17-21=-247/78, 4-29=-427/112, 6-29=-1996/133, 6-28=0/1539, 8-26=0/530, 8-28=-1536/111, 10-26=-322/88, 10-24=-566/72, 13-24=-435/141, 13-23=-391/49, 16-22=-1282/205, 16-21=-7/824, 18-21=-158/238 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 2, 228 lb uplift at joint 22, 104 lb uplift at joint 20 and 135 lb uplift at joint 29. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-7=-60, 7-11=-60, 11-15=-60, 15-17=-60, 17-18=-60, 18-19=-60, 2-23=-20, 22-23=-20, 20-22=-20 Concentrated Loads (lb) Vert: 17=-5 (F), 21=-5 (F), 44=-5 (F), 45=-5 (F), 47=-5 (F), 48=-26 (F), 50=-5 (F), 51=-5 (F), 52=-5 (F), 53=-15 (F) Job Truss Truss Type Qty Ply WF64 S I49273922A16Piggyback Base Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:43 Page: 1 ID:OiA_f4mHMISnFdb0Kehwn_y8oJo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 =3x6 =4x6 =5x6 =5x9 =3x6 =3x4 =3x4 =3x6 =3x4 =3x6 =3x8 =5x6 =3x6 =3x6 =5x9 =4x6 15 1 14 2 22 21 20 19 18 17 16 133 124115 106789 1-4-4 -1-4-4 3-0-9 11-4-13 3-10-1 3-10-1 3-11-10 34-7-3 4-2-0 38-9-3 4-6-3 8-4-4 6-3-12 24-2-1 6-5-8 17-10-5 6-5-8 30-7-10 4-5-4 43-2-7 0-3-8 43-2-7 1-1-1 22-1-4 0-2-12 8-7-0 0-1-12 8-8-12 0-1-12 22-3-0 0-5-3 21-0-3 1-4-0 13-11-0 1-0-7 12-7-0 2-9-13 11-6-9 2-8-0 16-7-0 2-8-15 24-11-15 4-0-0 20-7-0 4-0-0 42-10-15 5-5-15 30-5-14 8-4-4 8-4-4 8-5-1 38-10-1512-2-00-8-01-8-510-2-02-0-0Scale = 1:85.1 Plate Offsets (X, Y):[2:Edge,0-0-1], [6:0-4-4,0-2-0], [10:0-4-4,0-2-0], [16:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.17 19-21 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.76 Vert(TL)-0.47 19-21 >887 180 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horiz(TL)0.14 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 256 lb FT = 20% 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 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-4 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-22. WEBS 1 Row at midpt 6-21, 5-22, 7-21, 9-19, 9-17 JOINTS 1 Brace at Jt(s): 21 REACTIONS (lb/size)2=198/0-3-0, 15=1334/0-3-8, 22=1991/0-3-8 Max Horiz 2=60 (LC 5) Max Uplift 2=-48 (LC 4), 15=-92 (LC 4), 22=-148 (LC 4) Max Grav 2=207 (LC 6), 15=1389 (LC 8), 22=2055 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=0/183, 3-5=0/384, 5-6=-441/167, 6-7=-318/152, 7-9=-1084/206, 9-10=-1174/210, 10-12=-1548/230,12-13=-2372/280, 13-14=-2291/143,14-15=-1368/110 BOT CHORD 2-22=-117/89, 21-22=-349/182, 19-21=0/849, 17-19=0/1125, 16-17=0/1290, 15-16=-3/82 WEBS 6-21=-50/63, 10-17=-52/654, 13-16=-342/163, 14-16=-19/1624, 3-22=-310/115, 5-22=-1737/150,5-21=0/1199, 7-19=0/569, 7-21=-1112/117,9-19=-361/94, 9-17=-80/44, 12-17=-509/151,12-16=-106/795 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 15 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) 2. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 2, 92 lb uplift at joint 15 and 148 lb uplift at joint 22. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273923A17Piggyback Base 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:45 Page: 1 ID:7n?AI?Xs_9r3m3l3tJI9iny8oHW-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 =5x9 =4x6 =3x4 =3x6 =4x9 =3x4 =5x9 =2x4 =2x8 =3x4 =5x9 =3x6 =5x6 =4x6 17 13 12 11 1 2 15 14 16 3 4 5 6 7 8 9 10 1-4-4 -1-4-4 4-3-7 16-10-4 3-11-10 12-6-13 4-2-0 8-7-4 4-5-4 4-5-4 6-9-8 23-7-12 6-11-4 30-7-0 0-3-8 0-3-8 3-11-15 16-8-8 4-0-0 4-3-8 6-11-4 30-7-0 6-11-4 23-7-12 8-5-1 12-8-91-8-512-2-02-0-012-2-02-0-0Scale = 1:78.8 Plate Offsets (X, Y):[3:0-1-4,0-2-0], [6:0-7-4,0-2-0], [11:Edge,0-3-8], [14:0-2-8,0-2-0], [16:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.18 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.63 Vert(TL)-0.50 15-16 >723 180 TCDL 10.0 Rep Stress Incr YES WB 0.77 Horiz(TL)0.17 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 204 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 10-11:2x4 SPF- S 1650F 1.6E, 12-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-1 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-14 WEBS 1 Row at midpt 10-11, 6-14, 8-12, 3-17 REACTIONS (lb/size)11=1209/ Mechanical, 17=1304/0-3-8 Max Horiz 17=97 (LC 4) Max Uplift 11=-109 (LC 4), 17=-119 (LC 4) Max Grav 11=1209 (LC 1), 17=1325 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-270/166, 3-5=-2162/287, 5-6=-1353/214, 6-7=-1015/207, 7-8=-1015/209, 8-10=-663/197, 10-11=-1152/166, 2-17=-340/180 BOT CHORD 16-17=-70/1715, 15-16=0/1125, 14-15=0/915, 13-14=0/114, 7-14=-343/114, 12-13=0/46, 11-12=-127/145 WEBS 3-16=0/351, 6-15=-40/606, 6-14=-40/153, 12-14=0/560, 8-14=-20/638, 8-12=-985/132, 10-12=-102/1131, 3-17=-2211/0, 5-15=-513/164, 5-16=-131/777 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 17 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 109 lb uplift at joint 11 and 119 lb uplift at joint 17. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273924A18Piggyback Base 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:46 Page: 1 ID:_dRPU7wZVhaZpr?qe2JHvKy8oBr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 6.4412=2x4 =3x6 =5x6 =3x6 =3x4 =3x6 =3x4 =4x9 =3x4 =6x8 =2x4 =3x4 =3x6 =3x4 =5x9 =3x4 =5x6 =4x6 19 14 13 12 11 1 17 16 1518 2 3 4 5 6 7 8 9 10 1-4-4 -1-4-4 2-9-7 15-4-4 1-7-4 1-7-4 5-4-15 7-0-2 5-6-11 12-6-13 7-6-8 22-10-12 7-8-4 30-7-0 0-3-8 0-3-8 1-2-0 1-5-8 2-5-15 15-2-8 5-6-11 7-0-2 5-8-7 12-8-9 7-8-4 22-10-12 7-8-4 30-7-01-8-512-2-00-7-812-2-00-7-8Scale = 1:87.8 Plate Offsets (X, Y):[6:0-7-4,0-2-0], [11:Edge,0-3-8], [15:0-2-12,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL)-0.08 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.45 Vert(TL)-0.22 12-14 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.65 Horiz(TL)0.05 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 208 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-14:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 10-11:2x4 SPF- S 1650F 1.6E, 15-8,12-10:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-5 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 7-15 WEBS 1 Row at midpt 10-11, 4-16, 8-12 REACTIONS (lb/size)11=1209/ Mechanical, 19=1304/0-3-8 Max Horiz 19=97 (LC 4) Max Uplift 11=-109 (LC 4), 19=-119 (LC 4) Max Grav 11=1209 (LC 1), 19=1325 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1092/126, 3-4=-1465/151, 4-6=-1233/221, 6-7=-927/219, 7-8=-929/220, 8-10=-711/202, 10-11=-1145/166, 2-19=-1302/149 BOT CHORD 18-19=-61/18, 17-18=-89/878, 16-17=-11/1007, 15-16=0/795, 14-15=0/129, 7-15=-342/106, 12-14=0/173, 11-12=-126/145 WEBS 3-18=-509/35, 3-17=0/187, 4-17=0/197, 4-16=-443/139, 6-16=-49/439, 6-15=-26/240, 12-15=0/478, 8-15=-33/392, 8-12=-826/164, 10-12=-102/1134, 2-18=-39/1037 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Bearing at joint(s) 19 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 109 lb uplift at joint 11 and 119 lb uplift at joint 19. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273925A19Piggyback Base 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:47 Page: 1 ID:lRRskgEFcMk0JhQecoG9Qby8oBS-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 6.4412=2x4 =4x6 =5x6 =3x6 =4x9 =2x4 =3x8 =5x6 =4x12 =2x4 =3x4 =3x6 =3x4 =4x9 =3x4 =4x6 =4x9 =4x6 19 15 14 13 12 1 17 16 18 2 3 20 4521 6 7 22 8 9 10 11 1-4-4 -1-4-4 2-1-1 15-4-4 1-7-4 1-7-4 5-0-5 25-4-15 5-0-5 20-4-9 5-9-2 7-4-6 5-10-14 13-3-4 5-2-1 30-7-0 0-3-8 0-3-8 1-2-0 1-5-8 5-10-14 7-4-6 7-6-7 22-8-15 7-10-0 30-7-0 7-10-2 15-2-812-9-01-8-512-6-140-6-120-7-80-2-20-7-812-6-1412-6-140-2-212-9-0Scale = 1:85.9 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [6:0-3-0,0-2-1], [11: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 0.80 Vert(LL)-0.12 16-17 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.51 Vert(TL)-0.33 16-17 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.84 Horiz(TL)0.07 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 216 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-15:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 11-12,6-17,8-13,8-16,10-13:2x4 SPF No.2, 10-12:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-10 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 7-16 WEBS 1 Row at midpt 11-12, 6-16, 8-13, 10-12 REACTIONS (lb/size)12=1209/ Mechanical, 19=1304/0-3-8 Max Horiz 19=99 (LC 6) Max Uplift 12=-109 (LC 6), 19=-118 (LC 6) Max Grav 12=1823 (LC 14), 19=1587 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1290/128, 3-4=-1780/146, 4-6=-1931/335, 6-7=-1092/215, 7-8=-1091/215, 8-10=-849/196, 10-11=-141/153, 11-12=-240/80, 2-19=-1559/151 BOT CHORD 18-19=-62/13, 17-18=-98/1076, 16-17=0/960, 15-16=0/129, 7-16=-442/48, 13-15=-1/74, 12-13=0/624 WEBS 3-18=-647/35, 3-17=0/270, 4-17=-747/227, 6-16=-186/480, 13-16=0/895, 2-18=-50/1265, 6-17=-183/972, 8-13=-794/108, 8-16=0/456, 10-13=-36/892, 10-12=-1640/96 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 12 and 118 lb uplift at joint 19. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273926A20Half Hip 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:48 Page: 1 ID:YDF?EAoDhVRxkGdO1J3s0Iy8o88-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 6.4412=2x4 =4x6 =5x9 =2x4 =4x6 =3x4 =3x4 =5x9 =6x8 =2x4 =3x4 =3x6 =MT18HS 5x14 =6x8 =5x6 =3x6 17 13 12 11 10 1 16 15 14 218 3 19 4 5 7 8 9206 1-4-4 -1-4-4 1-7-4 1-7-4 4-5-13 15-4-4 4-8-8 6-3-12 4-6-11 10-10-7 7-6-8 22-10-12 7-8-4 30-7-0 0-3-8 0-3-8 1-2-0 1-5-8 4-2-5 15-2-8 7-8-4 22-10-12 7-8-4 30-7-0 9-6-11 11-0-310-9-01-8-510-6-140-7-80-2-20-7-810-6-1410-6-140-2-210-9-0Scale = 1:76.6 Plate Offsets (X, Y):[2:0-2-14,0-2-0], [6:0-3-8,0-3-4], [8:0-7-0,0-3-0], [10:Edge,0-1-8], [14:0-2-12,0-2-8], [16:0-5-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.21 15-16 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.70 Vert(TL)-0.55 15-16 >657 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.83 Horiz(TL)0.07 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-9:2x4 SP2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 7-13:2x4 SPF Stud/ No.3 WEBS 2x4 SPF Stud/No.3 *Except* 9-10:2x4 SPF-S1650F 1.6E, 11-9:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 7-14 WEBS 1 Row at midpt 9-10, 6-14, 8-11 REACTIONS (lb/size)10=1209/ Mechanical, 17=1304/0-3-8 Max Horiz 17=91 (LC 6) Max Uplift 10=-108 (LC 6), 17=-124 (LC 6) Max Grav 10=1903 (LC 14), 17=1591 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/96, 2-3=-1375/106, 3-4=-1561/204, 4-6=-1553/205, 6-7=-1403/214, 7-9=-1398/213, 9-10=-1836/159, 2-17=-1608/127 BOT CHORD 16-17=-49/41, 15-16=-33/1178, 14-15=0/1167, 13-14=0/130, 7-14=-741/122, 11-13=0/217, 10-11=-106/124 WEBS 3-16=-425/98, 6-15=-10/539, 6-14=-77/551, 11-14=0/892, 8-14=-36/479, 8-11=-1374/170, 9-11=-102/1818, 2-16=-3/1262, 4-15=-455/151, 4-16=-397/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Refer to girder(s) for truss to truss connections. 9)Bearing at joint(s) 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 108 lb uplift at joint 10 and 124 lb uplift at joint 17. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273927A21Half Hip 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:49 Page: 1 ID:ZlJsMoCYgyj6pVDw0SgrOTy8o7c-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 6.4412=3x4 =4x6 =6x8 =2x4 =3x4 =4x9 =6x6 =4x6 =6x6 =2x4 =3x4 =8x8 =6x8 =4x6 =3x6 =4x6 =7x12 =5x6 =10x10 =MT18HS 7x10 =10x10 =10x10 =10x10 =8x8 =MT18HS 7x10 =10x10 =4x9 =MT18HS 5x10=3x8 HHUS28-2HUS26HUS26 HUS26HUS26 HUS26 HUS26HUS26 30 26 25 24 23 22 2140 2041 4219 18 43 44 45 46 1 17 29 28 27 39216 3 32 154 38 6 7 34 8 9 35 1310 3633 37 145 11 12 1-0-2 28-3-1 1-5-8 16-6-4 1-4-4 45-8-12 1-4-4 -1-4-4 2-4-13 30-7-14 1-7-4 1-7-4 2-4-13 27-2-15 4-1-15 20-8-3 4-1-15 24-10-2 3-6-2 5-1-6 3-4-4 8-5-10 5-3-0 35-10-14 4-1-0 39-11-14 6-7-2 15-0-12 4-4-10 44-4-8 0-0-7 16-4-8 0-3-8 0-3-8 1-1-9 16-4-1 1-3-10 28-4-13 1-2-0 1-5-8 2-4-13 27-1-3 2-4-13 30-9-10 5-3-0 36-0-10 6-10-6 8-3-14 6-10-10 15-2-8 8-3-14 24-8-6 8-3-14 44-4-810-9-01-8-50-2-20-2-20-7-88-6-148-6-140-2-28-9-01-9-1410-6-140-2-210-9-0Scale = 1:86.1 Plate Offsets (X, Y): [2:0-2-14,0-2-0], [5:0-3-7,Edge], [10:0-6-4,Edge], [11:0-7-7,Edge], [12:0-3-4,0-4-4], [13:0-5-8,Edge], [14:0-7-7,Edge], [15:0-3-8,0-2-0], [19:0-3-8,0-5-0], [21:0-3-8,0-6-4], [26:0-1-12,0-4-12], [27:0-3-0,0-4-4], [29:0-5-4,0-3-8] 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 0.89 Vert(LL)-0.33 24-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(TL)-0.65 24-26 >813 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.97 Horiz(TL)0.17 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 743 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11,12-13:2x6 SPFNo.2, 13-14:2x4 SPF-S 1650F 1.6E BOT CHORD 2x6 SPF No.2 *Except* 26-25:2x8 SP No.2, 20-18,25-20:2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except*23-10,23-11,22-12,22-13,21-14,18-15:2x4SPF No.2, 18-16:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-6-5 max.): 5-10, 11-12, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 29-30. WEBS 1 Row at midpt 6-28, 10-23, 13-22, 15-18 REACTIONS (lb/size)18=7971/0-3-8, 30=3805/0-3-8 Max Horiz 30=-4 (LC 7) Max Grav 18=8393 (LC 26), 30=4150 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-3838/0, 3-4=-3865/0, 4-5=-5495/0, 5-6=-4214/0, 6-7=-7150/0, 7-8=-7044/0, 8-10=-9014/0, 10-11=-10003/0, 11-12=-7959/0, 12-13=-10367/0, 13-14=-9851/0, 14-15=-9235/0, 15-16=-1453/26, 16-17=0/118, 2-30=-4059/0, 16-18=-1279/83 BOT CHORD 29-30=-45/52, 28-29=0/3992, 27-28=0/7104, 26-27=0/7669, 24-26=0/8233, 23-24=0/9044, 22-23=0/7641, 21-22=0/9856, 19-21=0/7130, 18-19=0/6187 WEBS 3-29=-296/69, 5-28=0/3053, 6-28=-4353/0, 6-27=0/2387, 7-27=-75/695, 7-26=-626/117, 10-24=-2101/0, 10-23=-5043/0, 11-23=0/3847, 11-22=0/2958, 12-22=0/5989, 13-22=-6796/0, 13-21=-390/783, 14-21=0/5141, 14-19=-52/1479, 2-29=0/3287, 15-18=-8088/0, 4-28=0/505, 4-29=-1819/0, 15-19=0/1491, 8-24=0/2258, 8-26=-2574/0 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-21 2x4 - 1 row at 0-3-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Bearing at joint(s) 30 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie HHUS28-2 (22-16d Girder, 8-16d Truss) or equivalent at 30-8-8 from the left end to connect truss(es) to front face of bottom chord. Job Truss Truss Type Qty Ply WF64 S I49273928A22Hip Girder 1 2WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:50 Page: 1 ID:94JiiScJMbLfkK5Dppl25xy8o5o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 December 16,2021 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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10dTruss) or equivalent spaced at 2-0-0 oc max. starting at 31-4-4 from the left end to 43-4-4 to connect truss(es) to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-5=-60, 5-10=-60, 10-11=-60, 11-12=-60, 12-13=-60, 13-14=-60, 14-16=-60, 16-17=-60, 29-30=-20, 27-29=-20, 26-27=-20, 18-26=-20 Concentrated Loads (lb) Vert: 21=-4767 (F), 40=-472 (F), 41=-472 (F), 42=-472 (F), 43=-472 (F), 44=-472 (F), 45=-472 (F), 46=-474 (F) Job Truss Truss Type Qty Ply WF64 S I49273928A22Hip Girder 1 2WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:50 Page: 2 ID:94JiiScJMbLfkK5Dppl25xy8o5o-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 6.4412=4x6 =4x6 =5x6 =3x6 =4x9 =6x6 =4x6 =6x12 =2x4 =3x4 =3x6 =3x4 =6x10 =2x4 =MT18HS 5x14 =5x6 =MT18HS 6x12 =4x9 =MT18HS 7x10 =5x9 =4x6 =MT18HS 5x10 =5x6 =6x6 =4x12 =8x8 =MT18HS 3x8 29 25 24 23 22 21 20 1918 17 16 1 15 27 26 28 2 14 303 37 5 6 32 7 831 3612 13493335 111034 1-4-4 45-8-12 1-4-4 -1-4-4 2-4-13 32-10-14 1-7-4 1-7-4 2-4-13 24-11-15 3-7-7 18-11-11 3-7-7 22-7-1 4-6-13 15-4-4 4-6-13 10-9-7 5-3-0 38-1-14 5-6-3 30-6-1 4-7-6 6-2-10 6-2-10 44-4-8 0-3-8 0-3-8 1-2-0 1-5-8 2-4-13 24-10-3 2-4-13 33-0-10 3-5-11 22-5-5 3-9-3 18-11-11 4-7-6 6-0-14 5-3-0 38-3-10 5-9-11 30-7-13 6-0-14 44-4-8 9-1-10 15-2-88-10-81-8-50-7-80-2-20-2-20-7-86-8-66-8-60-2-26-10-81-9-148-8-60-2-28-10-8Scale = 1:84 Plate Offsets (X, Y): [2:0-3-0,0-1-12], [4:0-3-7,Edge], [9:0-7-0,0-1-14], [10:0-2-4,0-3-4], [11:0-7-7,Edge], [12:0-5-0,0-1-14], [13:0-3-7,Edge], [14:0-3-8,Edge], [17:0-3-8,0-2-0], [22:0-2-8,0-1-8], [24:0-5-0,0-2-8], [26:0-4-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.45 23-24 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.83 Vert(TL)-0.87 26-27 >609 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.87 Horiz(TL)0.24 16 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 261 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 10-11,12-13:2x4SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 29-28,21-19:2x4 SPF No.2, 6-25:2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 22-9,22-10,20-11,20-12:2x4 SPF No.2, 26-24:2x4 SPF-S 1650F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-12 max.): 4-9, 10-11, 12-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 28-29,24-25. WEBS 1 Row at midpt 9-22, 10-20, 12-20, 12-18, 5-27 REACTIONS (lb/size)16=1853/0-3-8, 29=1853/0-3-8 Max Horiz 29=1 (LC 6) Max Uplift 16=-179 (LC 6), 29=-182 (LC 6) Max Grav 16=2286 (LC 25), 29=2389 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-2023/147, 3-4=-2991/203, 4-5=-2258/193, 5-6=-4533/319, 6-8=-4511/319, 8-9=-4396/333, 9-10=-4292/363, 10-11=-2791/277, 11-12=-3680/332, 12-13=-3192/271, 13-14=-2603/203, 14-15=0/112, 2-29=-2347/175, 14-16=-2230/210 BOT CHORD 28-29=-61/48, 27-28=-13/1605, 26-27=-63/3658, 25-26=0/74, 6-26=-443/76, 24-25=-67/235, 23-24=-100/4333, 22-23=-101/4333, 20-22=-12/3262, 18-20=-41/3226, 17-18=0/1972, 16-17=-9/233 WEBS 3-28=-986/65, 3-27=0/758, 4-27=-43/1589, 9-23=0/57, 9-22=-3096/260, 10-22=-186/3034, 10-20=-849/44, 11-20=-132/1964, 12-20=-1220/157, 12-18=-1504/118, 13-18=-104/1971, 13-17=-347/68, 2-28=-61/1815,14-17=0/1952, 5-26=-41/1410,5-27=-2223/161, 8-24=-756/59,8-26=-54/226, 24-26=-36/4217,9-24=-238/181 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)The Fabrication Tolerance at joint 10 = 16% 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) 29 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 182 lb uplift at joint 29 and 179 lb uplift at joint 16. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273929A23Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:36:52 Page: 1 ID:_w1Fj8GFN4AOG5IzgOeYXQy8o_V-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 6.4412=2x4 =4x6 =6x6 =3x6 =4x6 =5x9 =4x9 =6x10 =2x4 =3x8 =4x6 =8x8 =2x4 =6x6 =6x8 =4x6 =MT18HS 5x10 =6x8 =MT18HS 7x10 =2x4 =4x9 =4x9 =5x6 =4x6 =MT18HS 5x10 =4x9 =5x9 =4x6 =4x6 =4x9 NAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILEDNAILEDNAILEDNAILED NAILEDNAILEDNAILED NAILED NAILED NAILEDNAILEDNAILEDNAILED NAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDHUS26NAILEDNAILED 31 24 5623 57 58 22 5921 60 2061 19 62 63 18 64 17 5525 1 16 29 5128 52 27 53 5450 2630 2 15 3 4933 5 6 7 83738363534 46 474813 1449 39 451142434144401210 1-4-4 45-8-12 1-4-4 -1-4-4 1-8-4 17-6-0 2-6-8 20-0-8 2-0-12 3-8-0 1-7-4 1-7-4 2-4-13 22-5-5 2-4-13 35-5-8 5-3-0 40-8-8 5-3-11 33-0-11 5-3-11 27-9-0 3-8-0 44-4-8 6-0-0 15-9-12 6-1-12 9-9-12 0-3-8 0-3-8 1-2-0 1-5-8 1-4-12 17-4-4 2-0-12 3-6-4 2-4-13 22-3-9 2-4-13 35-7-4 2-6-8 19-10-12 3-6-4 44-4-8 5-3-0 40-10-4 5-5-7 33-2-7 5-5-7 27-9-0 6-1-12 15-11-8 6-3-8 9-9-126-9-01-8-50-2-20-2-20-7-84-6-144-6-140-2-24-9-01-9-146-6-140-2-26-9-0Scale = 1:83.8 Plate Offsets (X, Y): [2:0-2-14,0-2-0], [4:0-4-8,0-0-13], [9:0-5-0,0-1-14], [10:0-7-4,0-2-4], [12:0-3-0,0-2-1], [13:0-5-0,0-1-14], [14:0-4-8,0-0-13], [15:0-2-14,0-2-0], [17:Edge,0-3-8], [19:0-3-8,0-2-0], [23:0-3-8,0-3-0], [25:0-3-4,0-3-12], [26:0-4-0,0-5-4], [30:0-3-0,0-3-8] 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 0.81 Vert(LL)-0.47 23-24 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.77 Vert(TL)-0.86 23-24 >616 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.87 Horiz(TL)0.17 17 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 554 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-6:2x4 SPF-S1650F 1.6E BOT CHORD 2x6 SPF No.2 *Except* 26-25,25-21,28-26:2x6 SP No.1 WEBS 2x4 SPF Stud/No.3 *Except*27-4,23-10,20-12:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 4-9, 10-12, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 30-31,17-18. REACTIONS (lb/size)17=2990/0-3-8, 31=2556/0-3-8 Max Horiz 31=1 (LC 84) Max Uplift 17=-941 (LC 6), 31=-862 (LC 6) Max Grav 17=3654 (LC 42), 31=3370 (LC 42) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/112, 2-3=-2985/754, 3-4=-4017/983, 4-5=-7561/1687, 5-7=-7556/1685, 7-8=-10120/2031, 8-9=-8989/1689, 9-10=-8356/1549, 10-11=-6047/1114, 11-12=-6047/1114, 12-13=-6410/1218, 13-14=-5961/1181, 14-15=-3813/948, 15-16=0/112, 2-31=-3257/838, 15-17=-3668/951 BOT CHORD 30-31=-49/44, 29-30=-472/2346, 27-29=-625/3127, 26-27=-1865/10027, 25-26=-1704/9574, 24-25=-1609/9021, 23-24=-1519/8940, 22-23=-967/6238, 20-22=-716/4775, 19-20=-1023/5984, 18-19=-600/2913, 17-18=-29/78 WEBS 3-30=-1412/303, 3-29=-211/1091, 4-29=-558/169, 4-27=-1037/5083, 5-27=-982/418, 7-27=-2964/404, 7-26=0/1119, 8-26=-690/2895, 8-25=-2943/514, 8-24=-273/209, 9-24=-534/0, 9-23=-5514/1129, 10-23=-1032/5279, 10-22=-443/124, 11-22=-897/99, 12-22=-265/1847, 12-20=-534/2349, 13-20=-2468/630, 13-19=-2364/317, 14-19=-536/3947, 14-18=-733/0, 2-30=-551/2543, 15-18=-664/3044 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)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. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 862 lb uplift at joint 31 and 941 lb uplift at joint 17. 12)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply WF64 S I49273930A24Roof Special Girder 1 2WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:03 Page: 1 ID:wAx?B0FhLf4whPn9pw1ADIy8nu3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 December 16,2021 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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10dTruss) or equivalent at 39-9-0 from the left end to connect truss(es) to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)"NAILED" indicates 3-10d (0.148"x3") or 3-12d(0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-4=-60, 4-9=-60, 9-10=-60, 10-12=-60, 12-13=-60, 13-14=-60, 14-15=-60, 15-16=-60, 30-31=-20, 26-30=-20, 25-26=-20, 17-25=-20 Concentrated Loads (lb) Vert: 4=-9 (B), 6=-9 (B), 9=-71 (B), 13=-71 (B), 26=-26 (B), 5=-9 (B), 7=-16 (B), 8=-101 (B), 24=-106 (B), 11=-61 (B), 22=-25 (B), 19=-106 (B), 18=-7 (B), 33=-43 (B), 35=-9 (B), 36=-9 (B), 37=-9 (B), 39=-125(B), 40=-61 (B), 41=-61 (B), 43=-61 (B), 44=-61 (B),45=-125 (B), 46=-101 (B), 48=46 (B), 49=-54 (B),50=-21 (B), 55=-76 (B), 56=-45 (B), 57=-25 (B),58=-25 (B), 59=-25 (B), 60=-25 (B), 61=-45 (B),62=-76 (B), 63=-173 (B), 64=-9 (B) Job Truss Truss Type Qty Ply WF64 S I49273930A24Roof Special Girder 1 2WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:03 Page: 2 ID:wAx?B0FhLf4whPn9pw1ADIy8nu3-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. 1212 Sheet Front1 Ply =4x6 24 23 22 21 20 19 18 17 16 15 14 131 122 113 104 95 86 7 1-4-4 13-4-4 1-4-4 -1-4-4 6-0-0 6-0-0 6-0-0 12-0-0 12-0-01-11-07-11-0Scale = 1:48.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 86 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 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)14=175/12-0-0, 15=1/12-0-0, 16=105/12-0-0, 17=107/12-0-0, 18=112/12-0-0, 19=117/12-0-0, 20=112/12-0-0, 21=107/12-0-0, 22=105/12-0-0, 23=1/12-0-0, 24=175/12-0-0 Max Uplift 14=-128 (LC 4), 15=-83 (LC 6), 16=-37 (LC 4), 17=-67 (LC 4), 18=-6 (LC 4), 19=-119 (LC 5), 20=-6 (LC 4), 21=-67 (LC 4), 22=-37 (LC 4), 23=-83 (LC 6), 24=-128 (LC 4) Max Grav 14=266 (LC 6), 15=149 (LC 5), 16=144 (LC 8), 17=149 (LC 8), 18=129 (LC 8), 19=354 (LC 4), 20=129 (LC 8), 21=149 (LC 8), 22=144 (LC 8), 23=149 (LC 5), 24=266 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-24=-278/193, 1-2=0/106, 2-3=-76/142, 3-4=-32/132, 4-5=-81/185, 5-6=-133/253, 6-7=-162/281, 7-8=-162/281, 8-9=-133/253, 9-10=-81/185, 10-11=-32/132,11-12=-76/142, 12-13=0/106,12-14=-278/193 BOT CHORD 23-24=-25/63, 22-23=-25/63, 21-22=-25/63,20-21=-25/63, 19-20=-25/63, 18-19=-25/63, 17-18=-25/63, 16-17=-25/63, 15-16=-25/63, 14-15=-25/63 WEBS 7-19=-338/145, 6-20=-103/22, 5-21=-122/82, 4-22=-118/59, 3-23=-105/119, 8-18=-103/22, 9-17=-122/82, 10-16=-118/59, 11-15=-105/119 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 24, 128 lb uplift at joint 14, 119 lb uplift at joint 19, 6 lb uplift at joint 20, 67 lb uplift at joint 21, 37 lb uplift at joint 22, 83 lb uplift at joint 23, 6 lb uplift at joint 18, 67 lb uplift at joint 17, 37 lb uplift at joint 16 and 83 lb uplift at joint 15. 11)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273931B01Common Supported Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:06 Page: 1 ID:82ZcDcN8_B2dB1TD4n6pvpy908j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =5x9 =4x6 =3x8 =5x9 =2x4 7 6 5 1 2 4 3 1-4-4 -1-4-4 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 6-0-01-11-07-11-0Scale = 1:51.3 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)-0.06 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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)5=463/0-3-8, 7=564/0-3-8 Max Horiz 7=68 (LC 4) Max Uplift 5=-38 (LC 4), 7=-83 (LC 4) Max Grav 5=512 (LC 8), 7=575 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-452/97, 3-4=-443/89, 2-7=-521/112, 4-5=-459/67 BOT CHORD 6-7=-67/94, 5-6=-15/81 WEBS 3-6=0/203, 2-6=0/163, 4-6=0/133 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 7 and 38 lb uplift at joint 5. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273932B02Common41WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:07 Page: 1 ID:vb2euLT96e2V8G4lYTFhEVy908b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =5x6 =3x6 =3x4 7 6 5 1 2 8 493 1-4-4 -1-4-4 5-6-11 12-0-0 6-5-5 6-5-5 5-8-7 12-0-0 6-3-9 6-3-98-4-51-11-08-2-60-1-158-2-68-2-60-1-158-4-5Scale = 1:52.8 Plate Offsets (X, Y):[2:0-3-4,0-1-12], [3:0-3-9,0-2-8], [4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.03 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.27 Vert(TL)-0.07 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 71 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS (lb/size)5=459/0-3-8, 7=566/0-3-8 Max Horiz 7=83 (LC 6) Max Uplift 5=-69 (LC 6), 7=-88 (LC 6) Max Grav 5=671 (LC 14), 7=916 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-3=-628/108, 3-4=-106/113, 4-5=-322/71, 2-7=-861/124 BOT CHORD 6-7=-97/217, 5-6=0/228 WEBS 3-6=0/243, 3-5=-400/48, 2-6=-78/188 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for thisdesign. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 5 and 88 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273933B03Half Hip 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:07 Page: 1 ID:ZvnAPSchHKZoa6?3F_TVj1y908P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x10 =3x4 =5x6 =3x6 =4x6 7 6 5 1 2 8 493 1-4-4 -1-4-4 7-2-11 12-0-0 4-9-5 4-9-5 4-7-9 4-7-9 7-4-7 12-0-06-8-51-11-06-6-60-1-156-6-66-6-60-1-156-8-5Scale = 1:45.9 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [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 0.86 Vert(LL)-0.08 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.20 5-6 >709 180 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 3-4:2x4 SP 2400F2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 7-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-5 REACTIONS (lb/size)5=459/0-3-8, 7=566/0-3-8 Max Horiz 7=80 (LC 6) Max Uplift 5=-72 (LC 6), 7=-96 (LC 6) Max Grav 5=740 (LC 14), 7=836 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-3=-551/102, 3-4=-93/92, 4-5=-426/89, 2-7=-809/113 BOT CHORD 6-7=-50/59, 5-6=0/311 WEBS 3-6=0/215, 3-5=-370/40, 2-6=0/359 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 5 and 96 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273934B04Half Hip 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:07 Page: 1 ID:1Ms_Bcqz2sqEltNWImojSqy9087-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 =5x6 =3x4 =3x4 =3x6 =3x4 8 7 6 1 2 4 593 1-4-4 -1-4-4 5-0-5 8-1-10 5-3-13 13-5-7 3-1-5 3-1-5 6-8-12 13-5-7 6-8-12 6-8-125-0-51-11-04-10-60-1-154-10-64-10-60-1-155-0-5Scale = 1:38 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.04 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL)-0.11 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.86 Horiz(TL)0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-2:2x6 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=517/ Mechanical, 8=624/0-3-8 Max Horiz 8=76 (LC 6) Max Uplift 6=-72 (LC 6), 8=-105 (LC 6) Max Grav 6=895 (LC 14), 8=774 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-3=-198/150, 3-4=-629/104, 4-5=-68/64, 5-6=-260/53, 2-8=-405/178 BOT CHORD 7-8=0/386, 6-7=0/675 WEBS 3-7=0/388, 4-7=-169/121, 4-6=-870/83, 3-8=-699/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 6 and 105 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273935B05Half Hip 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:07 Page: 1 ID:9s9uw2_7_sTOott0Z?XmTZy907w-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =5x6 =2x4 =4x9 =3x8 =2x8 Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 8 12 13 14 7 15 6 1 2 4 11 51093 1-4-4 -1-4-4 1-5-5 1-5-5 5-10-5 7-3-10 6-1-13 13-5-7 6-1-13 13-5-7 7-3-10 7-3-103-4-51-11-03-2-60-1-153-2-63-2-60-1-153-4-5Scale = 1:40.5 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)0.07 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)-0.09 7-8 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.56 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 67 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 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 (4-0-14 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=518/ Mechanical, 8=591/0-3-8 Max Horiz 8=69 (LC 36) Max Uplift 6=-231 (LC 6), 8=-402 (LC 6) Max Grav 6=920 (LC 14), 8=868 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-79/194, 3-4=-1253/460, 4-5=-1249/459, 5-6=-853/253, 2-8=-305/208 BOT CHORD 7-8=-96/364, 6-7=-14/65 WEBS 3-7=-318/969, 4-7=-839/156, 5-7=-454/1288, 3-8=-842/88 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-4-4 to 13-3-11; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 6 and 402 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 123 lb up at 1-5-5 on top chord, and 19 lb down and 126 lb up at 1-5-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 3=34 (B) Job Truss Truss Type Qty Ply WF64 S I49273936B06Half Hip Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:08 Page: 1 ID:KFrUodKhOT?Q9A0PCt1KcTy907U-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x9 =4x6 =3x8 =2x4 =4x9 =3x4 =3x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 13 26 12 27 28 11291030 31 32 9 33 8 1 7 2514 2 6 15 24 3 1617 18 19 4 20 21 2223 5 1-4-4 -1-4-4 1-4-4 23-4-4 6-8-0 17-8-0 6-8-0 11-0-0 4-4-0 22-0-0 4-4-0 4-4-0 4-4-0 22-0-0 4-4-0 4-4-0 6-8-0 17-8-0 6-8-0 11-0-06-3-01-11-00-1-156-1-16-1-10-1-156-3-0Scale = 1:58.6 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 0.67 Vert(LL)-0.03 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)-0.06 10-12 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.25 Horiz(TL)0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 247 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=1639/0-3-8, 13=1639/0-3-8 Max Uplift 8=-576 (LC 6), 13=-576 (LC 6) Max Grav 8=2047 (LC 26), 13=2047 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1875/522, 3-4=-2187/599, 4-5=-2187/599, 5-6=-1875/522, 6-7=0/129, 2-13=-1928/523, 6-8=-1928/523 BOT CHORD 12-13=-27/87, 10-12=-194/1262, 9-10=-194/1262, 8-9=-27/87 WEBS 3-12=-137/167, 3-10=-239/1114, 4-10=-1159/327, 5-10=-239/1114, 5-9=-137/167, 2-12=-219/1275, 6-9=-219/1275 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 576 lb uplift at joint 13 and 576 lb uplift at joint 8. 10)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Concentrated Loads (lb) Vert: 12=-33 (F), 3=-85 (F), 5=-85 (F), 9=-33 (F),15=-76 (F), 17=-85 (F), 18=-85 (F), 19=-85 (F), 20=-85 (F), 21=-85 (F), 22=-85 (F), 24=-76 (F), 26=-132 (F), 27=-33 (F), 28=-33 (F), 29=-33 (F), 30=-33 (F), 31=-33 (F), 32=-33 (F), 33=-132 (F) Job Truss Truss Type Qty Ply WF64 S I49273937C01Hip Girder 1 2WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:09 Page: 1 ID:QGMb9D_WkUR5h22yyr6pa?y90pq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =6x8 =3x8 =5x6 =4x6 =3x4 =5x6 =3x8 =6x8 =2x4 12 11 10 9 8 1 7 2 6 1613 4 1514 53 1-4-4 -1-4-4 1-4-4 23-4-4 5-0-0 16-0-0 5-0-0 11-0-0 6-0-0 22-0-0 6-0-0 6-0-0 5-10-4 22-0-0 5-10-4 5-10-4 10-3-8 16-1-127-11-01-11-00-1-157-9-17-9-10-1-157-11-0Scale = 1:53.5 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-9,0-2-8], [5:0-3-9,0-2-8], [6:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.23 9-11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.67 Vert(TL)-0.58 9-11 >450 180 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horiz(TL)0.02 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 114 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 4-11 REACTIONS (lb/size)8=958/0-3-8, 12=958/0-3-8 Max Uplift 8=-109 (LC 6), 12=-109 (LC 6) Max Grav 8=1272 (LC 18), 12=1272 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1044/120, 3-4=-723/143, 4-5=-723/143, 5-6=-1044/120, 6-7=0/129, 2-12=-1236/127, 6-8=-1236/127 BOT CHORD 11-12=-13/171, 9-11=0/936, 8-9=-13/171 WEBS 3-11=0/347, 5-9=0/347, 2-11=0/688, 6-9=0/688, 4-9=-438/55, 4-11=-438/55 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)The Fabrication Tolerance at joint 2 = 16%, joint 6 = 16% 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 12 and 109 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273938C02Hip11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:09 Page: 1 ID:U9mGJL9wC5Kz_LirKVtKh9y90pb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 =4x6 =3x4 =5x6 =3x4 =5x9 =3x8 =4x6 =3x6 =2x8 13 12 11 10 9 81 2 7 1714 63 541516 1-4-4 -1-4-4 1-4-4 23-4-4 3-8-1 18-0-1 3-8-1 7-8-0 6-8-0 14-4-0 3-11-15 22-0-0 3-11-15 3-11-15 6-11-8 14-5-12 7-6-4 22-0-0 7-6-4 7-6-49-7-01-11-00-1-159-5-19-5-10-1-159-7-0Scale = 1:61.2 Plate Offsets (X, Y):[4:0-3-9,0-2-8], [5:0-6-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.08 12-13 >999 240 MT20 169/123 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.41 Vert(TL)-0.19 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horiz(TL)0.03 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 4-5:2x4 SPF-S1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 13-2,9-7:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (lb/size)9=958/0-3-8, 13=958/0-3-8 Max Uplift 9=-105 (LC 6), 13=-105 (LC 6) Max Grav 9=1421 (LC 18), 13=1421 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-267/172, 3-4=-1018/177, 4-5=-653/165, 5-6=-1019/177, 6-7=-267/172, 7-8=0/129, 2-13=-466/189, 7-9=-466/189 BOT CHORD 12-13=0/658, 10-12=0/581, 9-10=0/658 WEBS 4-12=-21/303, 4-10=-87/88, 5-10=-21/303, 3-13=-1076/0, 6-9=-1076/0, 3-12=-185/132, 6-10=-185/133 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 13 and 105 lb uplift at joint 9. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273939C03Hip11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:10 Page: 1 ID:478_pxXNvdEaC6ZoeVxbShy90p6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 =3x6 =4x6 =3x6 =3x4 =5x6 =3x6 =5x6 =3x8 =3x6 =4x6 =3x6 =3x6 15 14 13 12 11 1 10 2 9 3 81716 4 7 5 6 1-4-4 -1-4-4 1-4-4 23-4-4 3-4-0 12-8-0 4-6-1 17-2-1 4-6-1 9-4-0 4-9-15 4-9-15 4-9-15 22-0-0 3-7-8 12-9-12 9-2-4 22-0-0 9-2-4 9-2-411-3-01-11-00-1-1511-1-111-1-10-1-1511-3-0Scale = 1:72.8 Plate Offsets (X, Y):[5:0-3-9,0-2-8], [6:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)-0.19 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.59 Vert(TL)-0.48 14-15 >542 180 TCDL 10.0 Rep Stress Incr YES WB 0.43 Horiz(TL)0.03 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 3-15, 8-11 REACTIONS (lb/size)11=958/0-3-8, 15=958/0-3-8 Max Uplift 11=-101 (LC 6), 15=-101 (LC 6) Max Grav 11=1478 (LC 18), 15=1478 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-383/184, 3-5=-1131/194, 5-6=-708/181, 6-8=-1132/194, 8-9=-382/184, 9-10=0/106, 2-15=-472/199, 9-11=-472/199 BOT CHORD 14-15=0/784, 12-14=0/634, 11-12=0/785 WEBS 5-14=-60/384, 5-12=-104/107, 6-12=-60/384, 3-15=-1135/0, 8-11=-1136/0, 3-14=-314/170, 8-12=-312/169 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 15 and 101 lb uplift at joint 11. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273940C04Hip11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:10 Page: 1 ID:OHew_nElFRYL90?y2h_Cowy90oC-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x8 =3x4 =4x6 =4x6 =3x4 =2x4 =3x8 =4x6 =2x4 14 13 12 11 10 1 9 2 8 3 7 64 5 1-4-4 -1-4-4 1-4-4 23-4-4 5-4-4 16-4-4 5-4-4 11-0-0 5-7-12 5-7-12 5-7-12 22-0-0 5-7-12 22-0-0 5-7-12 5-7-12 10-8-8 16-4-41-11-012-11-0Scale = 1:77.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [8:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.27 11-13 >967 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(TL)-0.69 11-13 >376 180 TCDL 10.0 Rep Stress Incr YES WB 0.53 Horiz(TL)0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 128 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 11-5,13-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 5-13 REACTIONS (lb/size)10=958/0-3-8, 14=958/0-3-8 Max Uplift 10=-97 (LC 4), 14=-97 (LC 4) Max Grav 10=1006 (LC 8), 14=1006 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-940/104, 3-5=-1102/334, 5-7=-1102/334, 7-8=-940/104, 8-9=0/106, 2-14=-977/112, 8-10=-977/112 BOT CHORD 13-14=-24/68, 11-13=0/366, 10-11=-24/68 WEBS 5-11=-197/589, 7-11=-503/260, 5-13=-197/589, 3-13=-503/260, 2-13=0/514, 8-11=0/514 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 14 and 97 lb uplift at joint 10. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273941C05Common31WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:10 Page: 1 ID:CiXcpeWAqVR4QZGMu0ubEny90nr-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x8 =3x4 =4x6 =4x6 =3x4 =2x4 =3x8 =4x6 =2x4 13 12 11 10 9 1 2 8 3 7 64 5 1-4-4 -1-4-4 5-7-12 22-0-0 5-4-4 16-4-4 5-4-4 11-0-0 5-7-12 5-7-12 5-7-12 22-0-0 5-7-12 5-7-12 10-8-8 16-4-41-11-012-11-0Scale = 1:77.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [8:0-2-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)-0.27 10-12 >967 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.68 Vert(TL)-0.69 10-12 >376 180 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 12-5,10-5:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS (lb/size)9=865/0-3-8, 13=961/0-3-8 Max Horiz 13=65 (LC 4) Max Uplift 9=-51 (LC 4), 13=-95 (LC 4) Max Grav 9=950 (LC 8), 13=1009 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-943/103, 3-5=-1105/333, 5-7=-1116/335, 7-8=-943/94, 2-13=-980/111, 8-9=-922/65 BOT CHORD 12-13=-54/46, 10-12=0/368, 9-10=-8/45 WEBS 7-10=-520/276, 3-12=-503/261, 2-12=0/517,8-10=0/519, 5-12=-198/589, 5-10=-198/605 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 13 and 51 lb uplift at joint 9. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273942C06Common41WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:11 Page: 1 ID:knVfA6iD3QSpL0URqNALt9y90nb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 1012 Sheet Front1 Ply =3x4 =4x6 =3x4 1426 1 13 1525 2 12 1624 3 11 23 172221201918 4 10 5 9 6 8 7 1-4-4 -1-4-4 1-4-4 13-11-4 6-3-8 12-7-0 6-3-8 6-3-8 0-3-8 0-3-8 0-3-8 12-7-0 4-1-1 8-4-0 3-11-8 12-3-8 3-11-8 4-3-01-10-128-2-43-3-9Scale = 1:54.3 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 0.24 Vert(LL)0.00 25-26 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)0.00 14-15 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 14 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 72 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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)14=174/12-7-0, 15=26/12-7-0, 16=114/12-7-0, 17=100/12-7-0, 18=-1/12-7-0, 19=109/12-7-0, 20=120/12-7-0, 21=109/12-7-0, 22=-1/12-7-0, 23=100/12-7-0, 24=114/12-7-0, 25=26/12-7-0,26=174/12-7-0 Max Uplift 14=-205 (LC 4), 15=-60 (LC 6), 16=-45 (LC 4), 17=-61 (LC 4), 18=-11 (LC 8), 19=-19 (LC 4), 20=-146 (LC 5), 21=-19 (LC 4), 22=-11 (LC 8), 23=-61 (LC 4), 24=-45 (LC 4), 25=-60 (LC 6),26=-205 (LC 4) Max Grav 14=259 (LC 6), 15=140 (LC 5), 16=146 (LC 8), 17=141 (LC 8), 18=46 (LC 4), 19=130 (LC 8), 20=402 (LC 4), 21=130 (LC 8), 22=46 (LC 4), 23=141 (LC 8), 24=146 (LC 8), 25=140 (LC 5),26=259 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-53/150, 3-4=-48/150, 4-5=-94/209, 5-6=-145/273, 6-7=-181/309, 7-8=-181/309, 8-9=-145/273, 9-10=-94/209, 10-11=-48/150, 11-12=-53/150, 12-13=0/106, 2-26=-245/193, 12-14=-245/193 BOT CHORD 25-26=-28/57, 24-25=-40/81, 23-24=-40/77,22-23=-36/71, 21-22=-24/56, 20-21=-24/56, 19-20=-24/56, 18-19=-24/56, 17-18=-36/71, 16-17=-40/77, 15-16=-40/81, 14-15=-28/57 WEBS 7-20=-385/175, 6-21=-108/33, 5-23=-120/77, 4-24=-119/67, 3-25=-105/92, 8-19=-108/33, 9-17=-120/77, 10-16=-119/67, 11-15=-105/92 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 26, 11 lb uplift at joint 22, 11 lb uplift at joint 18, 205 lb uplift at joint 14, 146 lb uplift at joint 20, 19 lb uplift at joint 21, 61 lb uplift at joint 23, 45 lb uplift at joint 24, 60 lb uplift at joint 25, 19 lb uplift at joint 19, 61 lb uplift at joint 17, 45 lb uplift at joint 16 and 60 lb uplift at joint 15. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273943D01Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:11 Page: 1 ID:8F_KWAl8?WcsZC4PbairL3y909W-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 1012 =2x4 =3x6 =5x9 =2x4 =4x6 =2x4 =5x9 =3x6 =2x4 109 6 1 5 8 7 42 3 1-10-12 6-3-8 1-10-12 8-2-4 4-4-12 4-4-12 4-4-12 12-7-0 0-3-8 0-3-8 0-3-8 12-7-0 4-1-1 8-4-0 3-11-8 12-3-8 3-11-8 4-3-09-2-41-10-122-10-128-2-41-0-01-0-00-4-91-4-92-11-04-3-9Scale = 1:53.3 Plate Offsets (X, Y):[7:0-5-4,0-2-8], [8:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.02 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)-0.07 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.11 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)9=492/0-3-8, 10=492/ Mechanical Max Horiz 9=-30 (LC 4) Max Uplift 9=-35 (LC 4), 10=-38 (LC 4) Max Grav 9=542 (LC 7), 10=543 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-859/0, 2-3=-898/73, 3-4=-896/71, 4-5=-858/0, 1-9=-506/27, 6-10=-543/38, 5-6=-504/22 BOT CHORD 8-9=-39/91, 7-8=0/329, 6-7=-47/94 WEBS 3-7=-51/616, 4-7=-324/196, 3-8=-55/620, 2-8=-324/195, 1-8=0/542, 5-7=0/539 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 9 and 38 lb uplift at joint 10. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273944D02Roof Special 7 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:11 Page: 1 ID:y2jTx9obcFf4b3XETUnKeOy90Al-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). December 16,2021 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 =4x6 =3x8 =4x6 =10x10 =3x8 =4x6 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 6 510 11 12 4 7 8 9 1 3 2 6-3-8 6-3-8 6-3-8 12-7-0 6-3-8 12-7-0 6-3-8 6-3-89-2-42-10-120-7-40-7-48-7-09-2-4Scale = 1:59.6 Plate Offsets (X, Y):[1:0-3-7,Edge], [3:0-3-7,Edge], [4:Edge,0-3-8], [5:0-5-0,0-6-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.08 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.42 Vert(TL)-0.14 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.81 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 176 lb FT = 20% 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)4=4787/ Mechanical, 6=4643/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2986/62, 2-3=-2987/62, 1-6=-2987/25, 3-4=-2969/25 BOT CHORD 5-6=0/114, 4-5=0/161 WEBS 2-5=0/3667, 1-5=0/2062, 3-5=0/2012 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-4 from the left end to 7-9-4 to connect truss(es) to back face of bottom chord. 9)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-9-4 from the left end to 11-9-4 to connect truss(es) to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 7=-1193 (B), 8=-1189 (B), 9=-1189 (B), 10=-1189 (B), 11=-1803 (B), 12=-1883 (B) Job Truss Truss Type Qty Ply WF64 S I49273945D03Common Girder 1 2WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:12 Page: 1 ID:DhCyIma3qz5xV0xqiPja0Wy8o5q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x10 =4x6 =6x10 =5x6 =3x6 =6x8 =4x9 =5x6 =6x6 =10x12 =2x4 =4x9 =2x4 =6x8 =3x6 =2x4 Special NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED 1117 16 25 26 27 28 15 1 14 102 13 12 4 19 20 518 63 2479 21 22 23 8 1-4-4 -1-4-4 1-5-4 11-10-8 2-10-4 14-8-12 1-7-0 1-7-0 4-4-5 5-11-5 4-5-15 10-5-4 3-4-4 21-5-4 3-4-4 18-1-0 4-5-4 25-10-8 0-3-8 25-10-8 1-5-4 1-5-4 1-1-12 11-8-12 2-10-4 14-7-0 4-0-0 25-7-0 7-0-0 21-7-0 9-1-12 10-7-09-8-81-11-00-1-152-0-03-4-13-4-10-1-153-6-06-2-89-8-8Scale = 1:68.4 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [5:0-3-8,0-2-0], [12:0-5-4,0-3-8], [15:0-5-4,0-3-8], [16:0-3-12,0-4-4] 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 0.58 Vert(LL)-0.19 13-14 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(TL)-0.42 13-14 >737 180 TCDL 10.0 Rep Stress Incr NO WB 0.61 Horiz(TL)0.15 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-13,12-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16 REACTIONS (lb/size)11=1019/0-3-8, 17=1090/0-3-8 Max Horiz 17=64 (LC 6) Max Uplift 11=-145 (LC 6), 17=-466 (LC 6) Max Grav 11=1136 (LC 12), 17=1456 (LC 29) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-958/406, 3-4=-703/280, 4-5=-2874/642, 5-6=-3286/672, 6-7=-2926/487, 7-8=-3040/621, 8-9=-1661/374, 9-10=-1565/210, 2-17=-1557/594, 10-11=-1111/163 BOT CHORD 16-17=-41/0, 15-16=-455/2161, 14-15=-576/2964, 13-14=-674/3687, 12-13=0/824, 11-12=-4/70 WEBS 3-16=-233/399, 5-15=-1410/151, 5-14=-73/1245, 6-14=-1625/200, 6-13=-1570/411, 7-13=-409/165, 8-13=-563/2724, 8-12=-137/625, 9-12=-357/198, 2-16=-306/1111, 10-12=-38/978, 4-16=-1812/305, 4-15=-128/997 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-4-4 to 25-8-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)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) 11 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 466 lb uplift at joint 17 and 145 lb uplift at joint 11. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 108 lb up at 1-7-0 on top chord, and 26 lb down and 119 lb up at 1-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-8=-60, 8-10=-60, 15-17=-20, 13-15=-20, 12-13=-20, 11-12=-20 Concentrated Loads (lb) Vert: 3=29 (B), 16=0 (B), 25=0 (B), 26=0 (B), 27=0 (B), 28=0 (B) Job Truss Truss Type Qty Ply WF64 S I49273946E01Roof Special Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:12 Page: 1 ID:qaYstGscEOokBcVsCsTBEsy90IQ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x10 =5x6 =3x4 =2x4 =6x8 =6x6 =7x14 =2x4 =4x9 =2x4 =5x9 =3x6 =2x4 1116 15 14 1 102 13 12 4 18 5173 6 2179 19 20 8 1-2-4 14-8-12 1-4-4 -1-4-4 3-1-4 13-6-8 3-7-2 10-5-4 3-7-2 6-10-2 3-4-4 21-5-4 3-4-4 18-1-0 3-3-0 3-3-0 4-5-4 25-10-8 0-3-8 25-10-8 3-1-4 3-1-4 4-0-0 14-7-0 4-0-0 25-7-0 7-0-0 21-7-0 7-5-12 10-7-09-8-81-11-00-1-152-0-05-0-15-0-10-1-155-2-04-6-89-8-8Scale = 1:62.5 Plate Offsets (X, Y):[3:0-3-9,0-2-8], [12:0-5-4,0-2-8], [14:0-5-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL)-0.16 13 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.64 Vert(TL)-0.39 12-13 >786 180 TCDL 10.0 Rep Stress Incr YES WB 0.85 Horiz(TL)0.16 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 141 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 8-13,12-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-7 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. REACTIONS (lb/size)11=1021/0-3-8, 16=1116/0-3-8 Max Horiz 16=64 (LC 6) Max Uplift 11=-67 (LC 6), 16=-121 (LC 6) Max Grav 11=1084 (LC 12), 16=1340 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1147/115, 3-4=-784/106, 4-5=-1772/168, 5-6=-1776/169, 6-7=-2707/196, 7-8=-2713/313, 8-9=-1559/256, 9-10=-1463/90, 2-16=-1337/121, 10-11=-1061/85 BOT CHORD 15-16=-35/5, 14-15=-36/1472, 13-14=-69/2623, 12-13=0/786, 11-12=-3/71 WEBS 3-15=-25/547, 5-14=-473/71, 6-14=-1247/27, 6-13=-1294/147, 7-13=-296/124, 8-13=-239/2569, 8-12=-128/602, 9-12=-357/194, 2-15=0/925, 10-12=0/905, 4-15=-1115/98, 4-14=-4/524 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 11 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 121 lb uplift at joint 16 and 67 lb uplift at joint 11. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273947E02Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:13 Page: 1 ID:q7bi0uGxEq4wGq5PB?49c1y90Hu-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =6x6 =3x4 =5x6 =5x9 =3x4 =7x12 =4x9 =4x9 =2x4 =5x9 =3x6 =2x4 914 13 12 1 15 82 11 10 16 207 4 18173 5 19 6 1-4-4 -1-4-4 2-10-8 18-1-0 4-9-4 15-2-8 3-4-4 21-5-4 5-6-4 10-5-4 4-5-4 25-10-8 4-11-0 4-11-0 0-3-8 25-10-8 4-0-0 25-7-0 4-0-0 14-7-0 4-9-4 4-9-4 5-9-12 10-7-0 7-0-0 21-7-09-8-81-11-00-1-152-0-06-8-16-8-10-1-156-10-02-10-89-8-8Scale = 1:62.5 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [3:0-3-9,0-2-8], [5:0-4-8,0-1-1], [10:0-5-4,0-2-8], [11:0-9-8,0-2-12], [12:0-7-0,0-2-8] 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 0.74 Vert(LL)-0.18 11 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(TL)-0.41 10-11 >743 180 TCDL 10.0 Rep Stress Incr YES WB 0.75 Horiz(TL)0.16 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 141 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 10-6,11-6:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-5 max.): 3-5. 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 4-12, 5-11 REACTIONS (lb/size)9=1021/0-3-8, 14=1116/0-3-8 Max Horiz 14=64 (LC 6) Max Uplift 9=-69 (LC 6), 14=-120 (LC 6) Max Grav 9=1078 (LC 29), 14=1332 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-1220/133, 3-4=-1418/176, 4-5=-1821/153, 5-6=-3089/348, 6-7=-1574/258, 7-8=-1481/92, 2-14=-1293/141, 8-9=-1054/86 BOT CHORD 13-14=-48/80, 12-13=0/838, 11-12=-4/1564, 10-11=0/850, 9-10=-3/71 WEBS 3-13=-185/73, 3-12=-53/871, 4-12=-1246/89, 4-11=0/652, 5-11=-2435/300, 6-10=-128/601, 7-10=-354/195, 2-13=0/871, 8-10=0/969, 6-11=-275/3042 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 9 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 120 lb uplift at joint 14 and 69 lb uplift at joint 9. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273948E03Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:14 Page: 1 ID:0bP?AjQ9dKBInaRrp9ogVGy90GO-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x8 =4x9 =3x4 =5x6 =5x9 =3x4 =5x6 =5x9 =4x6 =6x8 =2x4 =5x9 =3x6 =2x4 915 14 13 1 82 11 1012 16 17 217 418 19 2035 6 1-4-4 -1-4-4 1-2-8 18-1-0 3-10-4 10-5-4 3-4-4 21-5-4 6-5-4 16-10-8 4-5-4 25-10-8 6-7-0 6-7-0 0-3-8 25-10-8 2-5-4 17-0-4 4-1-12 10-7-0 4-0-0 25-7-0 4-0-0 14-7-0 4-6-12 21-7-0 6-5-4 6-5-49-8-81-11-00-1-152-0-08-4-18-4-10-1-158-6-01-2-89-8-8Scale = 1:66.3 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [3:0-3-9,0-2-8], [5:0-4-8,0-2-2], [6:0-1-4,0-2-8], [10:0-5-4,0-2-8], [11:0-2-0,0-1-12], [13:0-7-0,0-2-8] 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 1.00 Vert(LL)-0.11 12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL)-0.21 12-13 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.88 Horiz(TL)0.11 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 158 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 15-2:2x6 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 5-11 REACTIONS (lb/size)9=1017/0-3-8, 15=1118/0-3-8 Max Horiz 15=67 (LC 6) Max Uplift 9=-70 (LC 6), 15=-120 (LC 6) Max Grav 9=1111 (LC 29), 15=1395 (LC 20) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/136, 2-3=-1201/147, 3-4=-1132/183, 4-5=-1354/149, 5-6=-1745/243, 6-7=-1614/266, 7-8=-1527/99, 2-15=-1334/155, 8-9=-1079/90 BOT CHORD 14-15=-85/242, 13-14=0/796, 12-13=0/1249, 11-12=0/1255, 10-11=0/919, 9-10=-2/72 WEBS 3-14=-93/122, 3-13=-42/747, 4-13=-1144/58, 4-12=0/430, 5-12=0/270, 5-11=-1894/229, 6-11=-187/1983, 6-10=-151/554, 7-10=-351/197, 2-14=0/745, 8-10=0/1017 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 9 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 120 lb uplift at joint 15 and 70 lb uplift at joint 9. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273949E04Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:14 Page: 1 ID:VbYf4V3mNJkw0aPrs4kscEy90Fa-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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=2x8 =MT18HS 4x8 =4x6 =3x8 =5x6 =5x9 =8x8 =8x8 =3x4 =MT18HS 6x12 =10x10 =3x10 =8x8 =6x8 =MT18HS 4x8 HUS26 HUS26 HUS26 HUS26 HUS26 Special Special Special HUS26 HUS26 HUS26 Special Special 15 19 20 21 22 14 23 9 13 292428 81 11 2625 271210 1816 2 7 4 5 17 63 2-4-12 10-5-4 3-1-4 17-10-0 4-3-8 14-8-12 3-7-4 21-5-4 4-2-3 4-2-3 3-10-5 8-0-8 4-5-4 25-10-8 0-3-8 25-10-8 2-8-4 10-7-0 3-4-12 17-11-12 3-7-4 21-7-0 4-0-0 25-7-0 4-0-0 14-7-0 7-10-12 7-10-129-11-81-11-00-1-152-0-09-9-99-9-90-1-159-11-8Scale = 1:69.1 Plate Offsets (X, Y):[3:0-3-0,0-1-8], [6:0-8-8,0-1-4], [8:0-3-8,Edge], [12:0-2-12,0-3-12], [13:0-4-0,0-3-8] 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 0.90 Vert(LL)-0.12 14-15 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.84 Vert(TL)-0.26 14-15 >999 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.91 Horiz(TL)0.17 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 607 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 15-13:2x6 SP No.1, 12-10:2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 10-8:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. REACTIONS (lb/size)9=8957/0-3-8, 15=6780/0-3-8 Max Horiz 15=1 (LC 6) Max Grav 9=9307 (LC 17), 15=7130 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-989/101, 2-3=-6081/76, 3-4=-4220/90, 4-5=-6982/31, 5-6=-6361/30, 6-7=-9122/0, 7-8=-12052/0, 1-15=-841/85, 8-9=-7827/0 BOT CHORD 14-15=0/3827, 13-14=0/4887, 12-13=0/5596, 11-12=0/6970, 10-11=0/8262, 9-10=-423/955 WEBS 3-14=0/4056, 4-14=-2603/8, 4-13=-1737/0, 4-12=0/4311, 5-12=0/952, 5-11=-1516/8, 6-11=0/6178, 7-11=-2796/58, 7-10=0/3729, 2-15=-5644/0, 8-10=0/8125, 2-14=0/967 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 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x8 - 3 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-12 2x4 - 1 row at 0-7-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)The Fabrication Tolerance at joint 8 = 16% 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 8-0-0 oc max. starting at 0-8-12 from the left end to 20-8-12 to connect truss(es) to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 672 lb down at 10-7-0, 627 lb down at 12-8-12, 1483 lb down at 14-7-0, and 1483 lb down at 22-8-12, and 1483 lb down at 24-8-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 13-15=-20, 12-13=-20, 10-12=-20, 9-10=-20 Concentrated Loads (lb) Vert: 13=-672 (F), 12=-1483 (F), 19=-925 (F), 20=-851 (F), 21=-572 (F), 22=-572 (F), 23=-572 (F), 24=-627 (F), 25=-1483 (F), 26=-1483 (F), 27=-1483 (F), 28=-1483 (F), 29=-1483 (F) Job Truss Truss Type Qty Ply WF64 S I49273950E05Hip Girder 1 3WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:15 Page: 1 ID:1JkM9XZX_zsUX8Tjvn3qqly9?AU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 7.8712 4.3912 =2x4 =3x6 =4x6 =4x12 =3x4 =4x9 =3x4 =3x8 =4x6 =4x12 =3x4 =3x6 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 13 12 11 10 17 9 8 7 1 6 521614 4315 1-9-11 8-8-6 2-2-6 6-10-10 2-2-6 10-10-12 4-8-4 4-8-4 4-8-4 15-7-0 1-6-3 8-6-10 2-2-6 7-0-6 2-2-6 10-9-0 4-10-0 15-7-0 4-10-0 4-10-05-8-81-9-154-10-144-10-140-9-105-8-8Scale = 1:53.3 Plate Offsets (X, Y):[2:0-6-0,0-1-13], [3:0-5-4,0-2-0], [5:0-6-0,0-1-13] 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 0.33 Vert(LL)0.01 10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)-0.03 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.24 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)7=683/0-4-11, 13=683/0-4-11 Max Uplift 7=-257 (LC 6), 13=-257 (LC 6) Max Grav 7=860 (LC 11), 13=860 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-901/339, 2-3=-826/369, 3-4=-748/356, 4-5=-827/371, 5-6=-900/339, 1-13=-807/277, 6-7=-807/277 BOT CHORD 11-13=0/67, 10-11=-184/641, 9-10=-198/657, 8-9=-184/640, 7-8=0/67 WEBS 2-11=-99/54, 2-10=-27/139, 3-10=-53/93, 3-9=-25/32, 4-9=-58/103, 5-9=-31/136, 5-8=-102/51, 1-11=-195/628, 6-8=-195/628 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 13 and 257 lb uplift at joint 7. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-13=-20 Concentrated Loads (lb) Vert: 3=-29 (B), 4=-29 (B), 11=-4 (B), 10=-17 (B), 9=-17 (B), 8=-4 (B), 15=-29 (B), 17=-16 (B) Job Truss Truss Type Qty Ply WF64 S I49273951F01Hip Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:16 Page: 1 ID:KZUC2_lWypvqMKGoiZFEQFy90Eh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 7.8712 4.3912 612 =2x4 =3x6 =4x6 =5x9 =5x6 =4x6 =3x4 =4x6 =3x4 =5x6 =5x9 =4x6 =3x6 =2x4 1116 101 92 15 1413 12 3 8 1817 7465 0-3-140-10-14 8-2-15 1-1-3 7-4-1 1-1-3 9-4-2 1-4-4 16-11-4 1-4-4 -1-4-4 2-5-10 11-9-12 2-5-10 6-2-14 3-9-4 3-9-4 3-9-4 15-7-0 0-3-8 15-7-0 0-3-8 0-3-8 0-7-6 8-1-3 3-2-5 7-5-13 3-2-5 11-3-8 4-0-0 4-3-8 4-0-0 15-3-87-8-81-11-05-1-82-0-05-8-45-8-41-7-77-3-110-4-137-8-8Scale = 1:65.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)-0.01 11-12 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.13 Vert(TL)-0.04 11-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.04 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)11=702/0-3-8, 16=702/0-3-8 Max Uplift 11=-94 (LC 6), 16=-94 (LC 6) Max Grav 11=711 (LC 12), 16=711 (LC 12) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-813/23, 3-4=-715/84, 4-5=-534/88, 5-6=-494/86, 6-7=-534/88, 7-8=-715/84, 8-9=-813/23, 9-10=0/106, 2-16=-682/101, 9-11=-682/101 BOT CHORD 15-16=-39/61, 14-15=0/436, 13-14=0/422, 12-13=0/436, 11-12=-39/61 WEBS 3-15=-56/85, 4-15=-13/182, 5-14=-12/132, 6-13=-12/132, 7-12=-13/182, 8-12=-56/85, 2-15=0/466, 9-12=0/466, 4-14=-100/35, 7-13=-100/35 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 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)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Bearing at joint(s) 16, 11 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 94 lb uplift at joint 16 and 94 lb uplift at joint 11. 9)This truss is designed in accordance with the 2012International 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 WF64 S I49273952F02Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:16 Page: 1 ID:ptHaC8ozG9OsnUVBE9QJL?y90L4-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x8 =5x9 =2x4 =4x6 =2x4 =5x9 =3x8 =2x4 11 8 71 62 10 9 3 5 4 1-4-4 16-11-4 1-4-4 -1-4-4 3-4-4 11-1-12 3-4-4 7-9-8 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 15-7-0 0-3-8 0-3-8 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-81-11-09-8-82-0-0Scale = 1:58.8 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [6:0-3-7,0-1-8], [9:0-5-4,0-2-8], [10:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)-0.08 9-10 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.21 9-10 >860 180 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.04 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)8=702/0-3-8, 11=702/0-3-8 Max Uplift 8=-86 (LC 4), 11=-86 (LC 4) Max Grav 8=725 (LC 8), 11=725 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-836/12, 3-4=-931/169, 4-5=-931/169, 5-6=-836/12, 6-7=0/106, 2-11=-705/93, 6-8=-705/93 BOT CHORD 10-11=-38/66, 9-10=0/303, 8-9=-38/66 WEBS 4-9=-95/563, 5-9=-349/181, 4-10=-95/563, 3-10=-349/181, 2-10=0/459, 6-9=0/459 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 11 and 86 lb uplift at joint 8. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273953F03Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:17 Page: 1 ID:VP7xnxgmMz9hePpeLI9pB_y90En-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =5x9 =2x4 =4x6 =2x4 =5x9 =3x6 =2x4 9 6 51 8 7 2 4 3 3-4-4 11-1-12 3-4-4 7-9-8 4-5-4 4-5-4 4-5-4 15-7-0 0-3-8 0-3-8 0-3-8 15-7-0 4-0-0 4-3-8 4-0-0 15-3-8 7-0-0 11-3-81-11-09-8-82-0-0Scale = 1:58.6 Plate Offsets (X, Y):[7:0-5-4,0-2-8], [8:0-5-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)-0.08 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.21 7-8 >857 180 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.05 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 84 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)6=612/0-3-8, 9=612/0-3-7 Max Uplift 6=-38 (LC 4), 9=-38 (LC 4) Max Grav 6=672 (LC 7), 9=672 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-837/43, 2-3=-945/214, 3-4=-945/214, 4-5=-837/43, 1-9=-647/55, 5-6=-647/55 BOT CHORD 8-9=-6/69, 7-8=0/312, 6-7=-6/69 WEBS 3-7=-133/576, 4-7=-366/201, 3-8=-133/576, 2-8=-366/201, 1-8=0/468, 5-7=0/468 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s) 6, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 6 and 38 lb uplift at joint 9. 6)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273954F04Roof Special 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:17 Page: 1 ID:MidCwIGp1RbIlcB48qBrWQy90Pe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 4 1 2 3 2-1-8 2-1-8 2-1-6 -2-1-6 0-1-6 2-1-8 2-0-2 2-0-23-3-51-11-03-3-5Scale = 1:30.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-22/ Mechanical, 4=20/ Mechanical, 5=293/0-4-9 Max Horiz 5=59 (LC 4) Max Uplift 3=-114 (LC 6), 4=-61 (LC 4), 5=-80 (LC 4) Max Grav 3=69 (LC 5), 4=40 (LC 3), 5=398 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-379/92, 1-2=0/122, 2-3=-82/35 BOT CHORD 4-5=-85/0 WEBS 2-4=0/112 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 5, 114 lb uplift at joint 3 and 61 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273955J01Jack-Open Girder 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:18 Page: 1 ID:LeZMfPXIkWLXL3yGcttWyny90lF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =3x4 NAILED NAILED NAILED NAILED 8 7 1 6 10 5 2 493 1-4-4 -1-4-4 1-4-11 2-10-0 1-5-5 1-5-5 1-4-8 2-10-0 1-5-8 1-5-83-4-51-11-00-7-80-1-153-4-5Scale = 1:42.8 Plate Offsets (X, Y):[2:0-3-7,0-1-8], [3:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)0.01 3 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.25 Vert(TL)0.01 3 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.06 Horiz(TL)-0.02 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 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=45/ Mechanical, 5=21/ Mechanical, 8=205/0-3-8 Max Horiz 8=165 (LC 6) Max Uplift 4=-111 (LC 6), 5=-48 (LC 6), 8=-62 (LC 6) Max Grav 4=124 (LC 18), 5=64 (LC 18), 8=375 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-370/79, 1-2=0/129, 2-3=-92/95, 3-4=-4/5 BOT CHORD 7-8=-107/44, 6-7=-155/14, 3-6=-139/33, 5-6=0/0 WEBS 2-7=-24/155 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-4-4 to 2-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 8, 111 lb uplift at joint 4 and 48 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 3=34 (F), 10=-5 (F) Job Truss Truss Type Qty Ply WF64 S I49273956J02Jack-Open Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:18 Page: 1 ID:Crq1Reh0GiEU9APRPB2k1qy90hA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x4 8 7 1 6 5 2 3 4 1-4-4 -1-4-4 1-6-4 2-10-0 1-3-12 1-3-12 1-4-8 2-10-0 1-5-8 1-5-84-9-01-11-00-7-84-9-0Scale = 1:35.6 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 0.47 Vert(LL)0.03 7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)-0.03 7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.05 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=65/ Mechanical, 5=15/ Mechanical, 8=221/0-3-8 Max Horiz 8=213 (LC 4) Max Uplift 4=-150 (LC 4) Max Grav 4=156 (LC 5), 5=29 (LC 3), 8=245(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-8=-234/11, 1-2=0/106, 2-3=-84/64, 3-4=-119/108 BOT CHORD 7-8=-187/60, 6-7=-267/100, 3-6=-258/115, 5-6=0/0 WEBS 2-7=-107/331 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 150 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273957J03Jack-Open 6 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:18 Page: 1 ID:d7wKqfODhE0EYOrt2zHA2My90uT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x8 =2x4 =2x8 =3x4 9 8 7 6 5 1 2 3 4 0-10-8 0-7-0 -0-7-0 1-6-4 2-10-0 1-3-12 1-3-12 0-1-8 2-10-0 1-3-0 2-8-8 1-5-8 1-5-84-9-01-11-01-6-10-7-84-9-0Scale = 1:43.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)0.02 7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.30 Vert(TL)-0.04 7 >742 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.04 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=73/ Mechanical, 5=46/ Mechanical, 9=163/0-3-8 Max Horiz 9=176 (LC 4) Max Uplift 4=-79 (LC 4), 5=-54 (LC 4) Max Grav 4=119 (LC 8), 5=84 (LC 5), 9=163(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-9=-142/0, 1-2=0/52, 2-3=-79/0, 3-4=-68/79 BOT CHORD 8-9=-72/56, 7-8=0/0, 6-8=-59/84, 3-6=0/78, 5-6=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 4 and 54 lb uplift at joint 5. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273958J03AJack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:19 Page: 1 ID:Vv9qg1RjkTWg109eHpM6CCy90uP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =2x4 =2x4 6 5 4 1 2 3 2-6-8 2-6-8 0-3-8 2-10-0 0-3-8 2-10-0 2-6-8 2-6-84-9-01-11-04-9-0Scale = 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 0.35 Vert(LL)0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)-0.04 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-70/ Mechanical, 5=193/ Mechanical, 6=88/0-3-8 Max Horiz 6=141 (LC 4) Max Uplift 3=-163 (LC 5), 5=-313 (LC 4), 6=-41 (LC 5) Max Grav 3=156 (LC 4), 5=385 (LC 7), 6=133 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-69/24, 1-2=-109/105, 2-3=-122/110 BOT CHORD 5-6=0/0, 4-5=0/0 WEBS 2-5=-322/281 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 6, 313 lb uplift at joint 5 and 163 lb uplift at joint 3. 6)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273959J04Jack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:19 Page: 1 ID:Vv9qg1RjkTWg109eHpM6CCy90uP-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x8 =5x6 =6x6 =3x4 =2x4 =3x6 NAILED NAILED NAILED NAILED 8 10 7 6 1 2 43 9 5 4-3-0 1-4-4 -1-4-4 2-0-0 2-10-7 0-10-7 0-10-7 1-11-9 4-10-0 0-1-8 4-10-0 1-8-5 4-8-8 3-0-3 3-0-34-9-01-11-04-5-80-1-150-3-82-7-82-7-80-1-152-9-7Scale = 1:42.9 Plate Offsets (X, Y):[3:0-4-1,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)0.03 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL)-0.04 7-8 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.05 Horiz(TL)-0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 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)5=68/ Mechanical, 6=65/ Mechanical, 8=218/0-3-8 Max Horiz 8=79 (LC 6) Max Uplift 5=-30 (LC 6), 6=-48 (LC 6), 8=-119 (LC 6) Max Grav 5=125 (LC 18), 6=124 (LC 25), 8=359 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-135/108, 3-4=-36/20, 4-5=-83/80, 5-6=0/0, 2-8=-305/53 BOT CHORD 7-8=-64/37, 6-7=-43/65 WEBS 3-7=-45/102, 4-7=-92/32 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-4-4 to 4-8-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 5, 119 lb uplift at joint 8 and 48 lb uplift at joint 6. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 12)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 3=63 (F), 4=31 (F), 7=8 (F) Job Truss Truss Type Qty Ply WF64 S I49273960J05Roof Special Girder 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:19 Page: 1 ID:TZg7Zf3z6wwhfIO6uMZh_9y90e6-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =5x6 =3x4 =3x6 6 5 1 2 473 1-4-4 -1-4-4 2-3-9 4-10-0 2-6-7 2-6-7 0-1-8 4-10-0 4-8-8 4-8-84-5-71-11-04-0-00-1-150-3-84-3-84-3-80-1-154-5-7Scale = 1:34.7 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)-0.03 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(TL)-0.06 5-6 >855 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 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=65/ Mechanical, 5=102/ Mechanical, 6=287/0-3-8 Max Horiz 6=77 (LC 6) Max Uplift 4=-40 (LC 6), 5=-14 (LC 6), 6=-74 (LC 6) Max Grav 4=131 (LC 14), 5=126 (LC 14), 6=489 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-142/229, 3-4=-58/63, 4-5=0/0, 2-6=-385/255 BOT CHORD 5-6=-38/43 WEBS 3-5=-92/47, 3-6=-179/1 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 4, 74 lb uplift at joint 6 and 14 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)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 WF64 S I49273961J06Half Hip 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:20 Page: 1 ID:hx5Pdg8I0aMTYdaVROCtv7y90fI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =4x6 6 5 1 2 43 1-4-4 -1-4-4 0-7-9 4-10-0 4-2-7 4-2-7 0-1-8 4-10-0 4-8-8 4-8-86-1-71-11-05-8-00-1-150-3-85-11-85-11-80-1-156-1-7Scale = 1:45.2 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [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 0.49 Vert(LL)-0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)-0.03 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.02 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 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=110/ Mechanical, 5=57/ Mechanical, 6=287/0-3-8 Max Horiz 6=82 (LC 6) Max Uplift 4=-33 (LC 6), 5=-9 (LC 6), 6=-63 (LC 6) Max Grav 4=185 (LC 15), 5=99 (LC 5), 6=532 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/129, 2-3=-247/64, 3-4=-97/92, 4-5=0/0, 2-6=-491/78 BOT CHORD 5-6=-42/69 WEBS 2-5=-105/135 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 4, 63 lb uplift at joint 6 and 9 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)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 WF64 S I49273962J07Half Hip 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:20 Page: 1 ID:iCcqBULy?oV24ENmxT0s5jy90f1-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 5 4 1 2 3 1-4-4 -1-4-4 4-10-0 4-10-0 0-1-8 4-10-0 4-8-8 4-8-86-9-01-11-06-5-80-3-8Scale = 1:43.1 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 0.61 Vert(LL)-0.03 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.21 Vert(TL)-0.06 4-5 >855 180 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=121/ Mechanical, 4=45/ Mechanical, 5=287/0-3-8 Max Horiz 5=84 (LC 4) Max Uplift 3=-7 (LC 4), 4=-31 (LC 4), 5=-60 (LC 4) Max Grav 3=131 (LC 8), 4=91 (LC 3), 5=287 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/106, 2-3=-107/67, 3-4=0/0, 2-5=-241/87 BOT CHORD 4-5=-68/0 WEBS 2-4=-23/164 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 7 lb uplift at joint 3, 60 lb uplift at joint 5 and 31 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)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 WF64 S I49273963J08Monopitch51WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:20 Page: 1 ID:2Rx8o0clqZGxjc3_D4P0_Ly90eh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 2-10-0 2-10-0 0-1-11 2-10-0 2-8-4 2-8-44-9-01-11-04-9-0Scale = 1:32.6 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 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=53/ Mechanical, 4=27/ Mechanical, 5=221/0-3-8 Max Horiz 5=213 (LC 4) Max Uplift 3=-35 (LC 4), 4=-103 (LC 4) Max Grav 3=110 (LC 8), 4=65 (LC 5), 5=246 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-219/25, 1-2=0/106, 2-3=-74/70 BOT CHORD 4-5=-187/60 WEBS 2-4=-71/221 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 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 35 lb uplift at joint 3 and 103 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273964J09Jack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:21 Page: 1 ID:n6xUG6?q??jDzpHjmV37vWy90jL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =5x6 NAILED NAILED NAILED NAILED 6 8 9 5 1 2 473 1-4-4 -1-4-4 1-4-11 2-10-0 1-5-5 1-5-5 2-10-03-4-51-11-00-1-153-4-5Scale = 1:40.7 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)0.01 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.22 Vert(TL)0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.07 Horiz(TL)-0.04 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=38/ Mechanical, 5=25/ Mechanical, 6=204/0-3-8 Max Horiz 6=165 (LC 6) Max Uplift 4=-104 (LC 6), 5=-76 (LC 6), 6=-67 (LC 6) Max Grav 4=141 (LC 18), 5=47 (LC 5), 6=374 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-272/277, 1-2=0/129, 2-3=-81/209, 3-4=-5/5 BOT CHORD 5-6=0/0 WEBS 3-6=-249/80 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-4-4 to 2-9-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 6, 104 lb uplift at joint 4 and 76 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=34 (B), 9=-1 (B) Job Truss Truss Type Qty Ply WF64 S I49273965J10Jack-Open Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:21 Page: 1 ID:cXqB5_HFb3dyELX8cqzXLMy90j_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 2-0-0 2-0-0 0-1-8 2-0-0 1-10-8 1-10-83-4-51-8-53-4-5Scale = 1:30.1 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=19/ Mechanical, 4=19/ Mechanical, 5=200/0-3-8 Max Horiz 5=158 (LC 4) Max Uplift 3=-43 (LC 6), 4=-96 (LC 4) Max Grav 3=70 (LC 5), 4=46 (LC 5), 5=248 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-229/14, 1-2=0/96, 2-3=-59/42 BOT CHORD 4-5=-135/34 WEBS 2-4=-43/172 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 4 and 43 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273966J11Jack-Open 6 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:21 Page: 1 ID:2_7t1VdmzNXPyTNjDAessay90u9-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 6.4412=3x4 =2x8 =5x6 =2x4 7 1 56 2 3 4 1-4-4 -1-4-4 0-4-12 2-0-0 1-7-4 1-7-4 0-3-8 0-3-8 0-6-8 2-0-0 1-2-0 1-5-83-4-51-8-53-4-5Scale = 1:41.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.28 Vert(TL)0.00 6-7 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horiz(TL)-0.02 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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 6-0-0 oc bracing. REACTIONS (lb/size)4=22/ Mechanical, 5=15/ Mechanical, 7=200/0-3-8 Max Horiz 7=159 (LC 4) Max Uplift 4=-115 (LC 4), 5=-7 (LC 6) Max Grav 4=88 (LC 5), 5=29 (LC 5), 7=248(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-218/63, 1-2=0/96, 2-3=-52/38, 3-4=-76/56 BOT CHORD 6-7=-48/17, 5-6=-1/0 WEBS 3-6=-84/23 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Bearing at joint(s) 7 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 7 lb uplift at joint 5 and 115 lb uplift at joint 4. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273967J12Jack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:21 Page: 1 ID:hzCiIELSai7HC91dR?dnXKy90mm-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x8 =2x8 5 4 1 2 3 1-9-2 -1-9-2 1-7-4 1-7-4 0-0-5 0-0-5 1-6-15 1-7-42-8-101-8-52-8-10Scale = 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 0.65 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.19 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)-0.02 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-16/ Mechanical, 4=-1/ Mechanical, 5=248/0-3-15 Max Horiz 5=135 (LC 4) Max Uplift 3=-82 (LC 6), 4=-38 (LC 4), 5=-23 (LC 4) Max Grav 3=57 (LC 5), 4=31 (LC 5), 5=346 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-302/79, 1-2=0/103, 2-3=-60/29 BOT CHORD 4-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 5, 38 lb uplift at joint 4 and 82 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273968J13Jack-Open 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:22 Page: 1 ID:lscMRMXs2J09VThWpfOIeUy90mX-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 4 1 2 3 1-2-12 1-2-12 2-1-6 -2-1-6 0-1-1 1-2-12 1-1-12 1-1-122-8-71-11-02-8-7Scale = 1:37.1 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)0.00 5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.02 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-111/ Mechanical, 4=11/ Mechanical, 5=322/0-4-8 Max Horiz 5=62 (LC 5) Max Uplift 3=-227 (LC 6), 4=-98 (LC 4), 5=-110 (LC 4) Max Grav 3=115 (LC 4), 4=22 (LC 3), 5=486 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-475/116, 1-2=0/122, 2-3=-134/61 BOT CHORD 4-5=-67/0 WEBS 2-4=0/124 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 5, 98 lb uplift at joint 4 and 227 lb uplift at joint 3. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273969J14Jack-Open 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:22 Page: 1 ID:tMuHAph0_JfJZTA04u7LfEy90mK-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 3.33 12 =3x10 =3x4 2 5 1 6 3 4 1-9-10 -1-9-10 2-1-8 2-1-8 0-0-9 0-0-9 2-0-15 2-1-81-7-131-0-121-7-13Scale = 1:25.7 Plate Offsets (X, Y):[2:0-2-12,0-0-3] 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 0.61 Vert(LL)0.00 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)0.00 2-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 -- 1-7-13 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=238/0-4-5, 4=15/ Mechanical, 5=21/ Mechanical Max Horiz 2=47 (LC 6) Max Uplift 2=-110 (LC 6), 4=-58 (LC 8) Max Grav 2=300 (LC 8), 4=39 (LC 7), 5=41 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-26/0, 2-4=-69/9 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 4 and 110 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273970J15Jack-Open Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:22 Page: 1 ID:YBTM4UWA6v0F0GUoDKp_cMy90ih-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 612 =2x4 =2x4 =2x4 =4x6 Special Special 7 6 5 1 2 43 0-8-1 1-0-0 -1-0-0 1-4-0 2-7-0 1-3-1 1-3-1 1-1-5 1-1-5 1-5-12 2-7-01-8-41-0-120-7-10-1-91-8-4Scale = 1:43.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.11 Vert(TL)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.01 Horiz(TL)0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-0 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=52/ Mechanical, 5=27/ Mechanical, 7=182/0-3-0 Max Horiz 7=76 (LC 22) Max Uplift 4=-34 (LC 6), 5=-2 (LC 6), 7=-64 (LC 6) Max Grav 4=86 (LC 14), 5=40 (LC 18), 7=272 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-234/78, 1-2=0/53, 2-3=-46/2, 3-4=-3/2 BOT CHORD 6-7=-5/3, 5-6=0/0 WEBS 3-6=-45/25 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2) -1-0-0 to 2-6-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 7, 34 lb uplift at joint 4 and 2 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall beprovided sufficient to support concentrated load(s) 156 lb down and 17 lb up at 1-3-1 on top chord, and 18 lb down at 1-3-1 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 6=-3 (F) Job Truss Truss Type Qty Ply WF64 S I49273971J16Jack-Open Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:23 Page: 1 ID:hO1YU2jz073HTO_yRFbuXyy90fq-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 612 =3x10 =3x4 2 5 1 3 6 4 1-0-0 -1-0-0 2-7-0 2-7-0 2-7-02-4-41-0-122-4-4Scale = 1:26.9 Plate Offsets (X, Y):[2:0-2-12,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)0.00 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.10 Vert(TL)-0.01 2-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 -- 1-8-11 BRACING TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=173/0-3-0, 4=64/ Mechanical, 5=25/ Mechanical Max Horiz 2=78 (LC 6) Max Uplift 2=-41 (LC 6), 4=-70 (LC 6) Max Grav 2=173 (LC 9), 4=81 (LC 12), 5=50 (LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-4=-64/29 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4 and 41 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273972J17Jack-Open 4 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:23 Page: 1 ID:DKiADWl9prHcfE3zsRjWMHy90mF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x8 =3x4 2 5 1 3 6 4 1-0-0 -1-0-0 2-4-9 2-4-9 2-4-91-8-40-10-121-8-4Scale = 1:24.6 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)0.00 2-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.09 Vert(TL)-0.01 2-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 -- 1-7-2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=166/0-3-0, 4=57/ Mechanical, 5=23/ Mechanical Max Horiz 2=48 (LC 6) Max Uplift 2=-57 (LC 6), 4=-48 (LC 6) Max Grav 2=168 (LC 8), 4=69 (LC 12), 5=46(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0, 2-4=-50/17 BOT CHORD 2-5=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 48 lb uplift at joint 4 and 57 lb uplift at joint 2. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273973J18Jack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:23 Page: 1 ID:WgdphvqY9?Ac?J5JnPL99my90m8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 3-5-15 3-5-15 0-0-7 0-0-7 0-3-9 3-5-15 3-1-15 3-2-64-1-141-11-04-1-14Scale = 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 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(TL)-0.02 5-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=52/ Mechanical, 5=35/ Mechanical, 6=313/0-4-9 Max Horiz 6=193 (LC 4) Max Uplift 3=-45 (LC 6), 5=-66 (LC 4), 6=-32 (LC 4) Max Grav 3=107 (LC 8), 5=70 (LC 3), 6=369 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-337/51, 1-2=0/122, 2-3=-78/51 BOT CHORD 5-6=-166/48, 4-5=0/0 WEBS 2-5=-54/188 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 32 lb uplift at joint 6, 45 lb uplift at joint 3 and 66 lb uplift at joint 5. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273974J19Jack-Open Girder 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:23 Page: 1 ID:Ihz_9W?ipbEbTbMOiK9povy90r5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x9 =3x4 Special NAILED Special NAILED 7 10 11 65 1 2 3 8 9 4 1-4-4 -1-4-4 2-4-13 5-5-10 3-0-14 3-0-14 0-4-8 5-5-10 5-1-2 5-1-24-3-01-8-50-2-24-3-0Scale = 1:45.8 Plate Offsets (X, Y):[3:0-4-8,0-0-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)0.17 6-7 >369 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.57 Vert(TL)-0.14 6-7 >466 180 TCDL 10.0 Rep Stress Incr NO WB 0.16 Horiz(TL)-0.02 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=70/ Mechanical, 5=132/ Mechanical, 7=316/0-3-8 Max Horiz 7=182 (LC 22) Max Uplift 4=-42 (LC 6), 5=-201 (LC 6), 7=-141 (LC 6) Max Grav 4=136 (LC 14), 5=254 (LC 18), 7=517 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-389/208, 1-2=0/112, 2-3=-133/180, 3-4=0/0 BOT CHORD 6-7=-52/97, 5-6=0/0 WEBS 3-7=-335/0, 3-6=-200/107 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 7, 42 lb uplift at joint 4 and 201 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 lb down and 2 lb up at 3-0-14 on top chord, and 69 lb down and 151 lb up at 3-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 10=-5 (B), 11=-2 (B) Job Truss Truss Type Qty Ply WF64 S I49273975J20Jack-Open Girder 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:24 Page: 1 ID:JD0qI8P1p2WmYpywiTmoB4y90qZ-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5-5-10 5-5-10 0-3-11 5-5-10 5-1-15 5-1-156-3-01-8-56-3-0Scale = 1:38.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.06 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.53 Vert(TL)-0.14 4-5 >454 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=145/ Mechanical, 4=53/ Mechanical, 5=314/0-3-8 Max Horiz 5=251 (LC 4) Max Uplift 3=-102 (LC 4), 4=-31 (LC 4) Max Grav 3=214 (LC 8), 4=106 (LC 3), 5=314(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-261/1, 1-2=0/96, 2-3=-109/120 BOT CHORD 4-5=-229/108 WEBS 2-4=-112/237 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 31 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273976J21Jack-Open 8 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:24 Page: 1 ID:mc?xo2ogahDsY88Jmzt39Xy90rL-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 2-4-0 2-4-0 0-1-8 2-4-0 2-2-8 2-2-84-3-01-11-04-3-0Scale = 1:32.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=32/ Mechanical, 4=22/ Mechanical, 5=207/0-3-8 Max Horiz 5=196 (LC 4) Max Uplift 3=-32 (LC 6), 4=-120 (LC 4), 5=-9 (LC 5) Max Grav 3=89 (LC 5), 4=59 (LC 5), 5=246 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-224/31, 1-2=0/106, 2-3=-68/60 BOT CHORD 4-5=-170/47 WEBS 2-4=-60/216 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 5, 32 lb uplift at joint 3 and 120 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273977J22Jack-Open 4 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:24 Page: 1 ID:yjA56pxZ_3bINqUQvnZe5sy90rA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 4 1 2 3 2-1-6 -2-1-6 2-1-8 2-1-8 0-1-6 2-1-8 2-0-2 2-0-23-3-51-11-03-3-5Scale = 1:30.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=-23/ Mechanical, 4=20/ Mechanical, 5=293/0-3-8 Max Horiz 5=59 (LC 4) Max Uplift 3=-114 (LC 6), 4=-61 (LC 4), 5=-80 (LC 4) Max Grav 3=69 (LC 5), 4=40 (LC 3), 5=398 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-379/92, 1-2=0/122, 2-3=-82/35 BOT CHORD 4-5=-85/0 WEBS 2-4=0/112 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 5, 114 lb uplift at joint 3 and 61 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273978J23Jack-Open Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:25 Page: 1 ID:wlMOssgG1c2qR4hUS0jo0Qy90u5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 4 1 2 3 2-1-6 -2-1-6 3-3-0 3-3-0 0-2-0 3-3-0 3-1-1 3-1-14-0-01-11-04-0-0Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)-0.02 4-5 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 17 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=41/ Mechanical, 4=31/ Mechanical, 5=308/0-4-9 Max Horiz 5=187 (LC 4) Max Uplift 3=-54 (LC 6), 4=-69 (LC 4), 5=-35 (LC 4) Max Grav 3=95 (LC 8), 4=62 (LC 3), 5=372 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-341/53, 1-2=0/122, 2-3=-76/48 BOT CHORD 4-5=-161/44 WEBS 2-4=-50/184 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 35 lb uplift at joint 5, 54 lb uplift at joint 3 and 69 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273979J24Jack-Open Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:25 Page: 1 ID:DvtK1iNfNQLcO?6esBlONfy90tB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =5x6 =3x4 Special Special 7 9 65 1 2 483 1-4-4 -1-4-4 1-8-0 3-9-15 2-1-15 2-1-15 0-4-7 3-9-15 3-5-8 3-5-84-0-151-11-00-1-154-0-15Scale = 1:40.4 Plate Offsets (X, Y):[3:0-3-9,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)0.04 6-7 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.35 Vert(TL)-0.04 6-7 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.14 Horiz(TL)-0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-15 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=48/ Mechanical, 5=85/ Mechanical, 7=259/0-3-8 Max Horiz 7=189 (LC 6) Max Uplift 4=-29 (LC 6), 5=-138 (LC 6), 7=-62 (LC 6) Max Grav 4=98 (LC 14), 5=187 (LC 18), 7=450 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-7=-373/252, 1-2=0/129, 2-3=-133/225, 3-4=-2/2 BOT CHORD 6-7=-39/51, 5-6=0/0 WEBS 3-7=-356/9, 3-6=-146/110 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 7, 29 lb uplift at joint 4 and 138 lb uplift at joint 5. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 3 lb up at 2-1-15 on top chord, and 67 lb down and 114 lb up at 2-1-15 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, PlateIncrease=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 9=-12 (B) Job Truss Truss Type Qty Ply WF64 S I49273980J25Jack-Open Girder 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:25 Page: 1 ID:e1cJoLqsfo0MKhSlXSw3NSy90sc-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 3-9-15 3-9-15 0-2-4 3-9-15 3-7-12 3-7-125-8-151-11-05-8-15Scale = 1:36.4 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 0.47 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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 3-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=90/ Mechanical, 4=37/ Mechanical, 5=254/0-3-8 Max Horiz 5=246 (LC 4) Max Uplift 3=-73 (LC 4), 4=-80 (LC 4) Max Grav 3=156 (LC 8), 4=77 (LC 5), 5=254(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/14, 1-2=0/106, 2-3=-90/98 BOT CHORD 4-5=-220/86 WEBS 2-4=-95/243 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3 and 80 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273981J26Jack-Open 6 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:26 Page: 1 ID:D5H2KGmfNlwrm9jqN_LRovy90u_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x6 =2x4 8 7 6 5 1 2 3 4 3-9-15 3-9-155-8-151-11-05-8-15Scale = 1:41.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 7-8 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.20 Vert(TL)0.00 7-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)-0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-R BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=27/ Mechanical, 5=10/3-9-15, 6=93/3-9-15, 7=114/3-9-15, 8=39/3-9-15 Max Horiz 8=9 (LC 4) Max Uplift 4=-19 (LC 4), 5=-53 (LC 5), 6=-14 (LC 4), 7=-185 (LC 4), 8=-41 (LC 5) Max Grav 4=35 (LC 7), 5=66 (LC 4), 6=114 (LC 7), 7=216 (LC 7), 8=119 (LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-50/8, 1-2=-60/41, 2-3=-69/57, 3-4=-51/46, 4-5=0/0 BOT CHORD 7-8=-73/78, 6-7=-73/78, 5-6=-73/78 WEBS 2-7=-156/136, 3-6=-70/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 8, 19 lb uplift at joint 4, 53 lb uplift at joint 5, 185 lb uplift at joint 7 and 14 lb uplift at joint 6. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)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 WF64 S I49273982J27Jack-Open Supported Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:26 Page: 1 ID:WRChofr2kvpr6ElBHyz4bNy90tt-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 2-10-6 2-10-6 0-2-0 2-10-6 2-8-6 2-8-64-0-151-8-54-0-15Scale = 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 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.12 Vert(TL)-0.01 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=54/ Mechanical, 4=27/ Mechanical, 5=222/0-3-8 Max Horiz 5=180 (LC 4) Max Uplift 3=-30 (LC 4), 4=-69 (LC 4) Max Grav 3=101 (LC 8), 4=55 (LC 5), 5=246(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-219/1, 1-2=0/96, 2-3=-67/56 BOT CHORD 4-5=-157/52 WEBS 2-4=-59/179 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 69 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273983J28Jack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:26 Page: 1 ID:PlV2neIunabSg4fUVwe_7Oy90tH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 4 1 2 3 2-1-6 -2-1-6 2-4-2 2-4-2 0-1-8 2-4-2 2-2-10 2-2-103-5-01-11-03-5-0Scale = 1:30.7 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=-8/ Mechanical, 4=22/ Mechanical, 5=294/0-4-9 Max Horiz 5=63 (LC 4) Max Uplift 3=-98 (LC 6), 4=-56 (LC 4), 5=-76 (LC 4) Max Grav 3=74 (LC 5), 4=44 (LC 3), 5=389 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-367/89, 1-2=0/122, 2-3=-76/37 BOT CHORD 4-5=-90/0 WEBS 2-4=0/113 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 16.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 5, 98 lb uplift at joint 3 and 56 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273984J29Jack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:26 Page: 1 ID:lPgDa_xB1mIKahH2oo?G0fy90m?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 2-2-0 2-2-0 0-1-9 2-2-0 2-0-7 2-0-73-6-01-8-53-6-0Scale = 1:30.4 Plate Offsets (X, Y):[4:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL)0.00 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)0.00 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=24/ Mechanical, 4=20/ Mechanical, 5=203/0-3-8 Max Horiz 5=161 (LC 4) Max Uplift 3=-38 (LC 6), 4=-89 (LC 4) Max Grav 3=73 (LC 5), 4=47 (LC 5), 5=247 (LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-227/12, 1-2=0/96, 2-3=-60/44 BOT CHORD 4-5=-138/37 WEBS 2-4=-45/171 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 89 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273985J30Jack-Open 5 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:27 Page: 1 ID:innz?gzSZNZ2p?RQwD2k54y90lz-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 11.3912 =2x4 =3x6 =3x4 6 5 4 1 2 3 1-4-15 -1-4-15 3-1-3 3-1-3 0-0-2 0-0-2 0-5-4 3-1-3 2-7-14 2-8-04-10-11-10-134-10-1Scale = 1:32.7 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 0.45 Vert(LL)0.00 5-6 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.14 Vert(TL)-0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-3 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, 6=234/0-3-7 Max Horiz 6=215 (LC 4) Max Uplift 3=-41 (LC 4), 4=-93 (LC 4) Max Grav 3=118 (LC 8), 4=66 (LC 5), 6=255(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-6=-226/19, 1-2=0/107, 2-3=-77/71 BOT CHORD 5-6=-189/64, 4-5=0/0 WEBS 2-5=-75/224 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.6 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 3 and 93 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273986J31Jack-Open 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:27 Page: 1 ID:A_LMC0_4KhhvR90dUwZzeIy90ly-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 11.712 =2x4 =3x6 =3x4 5 4 1 2 3 1-4-11 -1-4-11 3-10-5 3-10-5 0-2-4 3-10-5 3-8-1 3-8-15-8-31-11-05-8-3Scale = 1:36.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.24 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=90/ Mechanical, 4=37/ Mechanical, 5=258/0-3-7 Max Horiz 5=244 (LC 4) Max Uplift 3=-70 (LC 4), 4=-78 (LC 4) Max Grav 3=155 (LC 8), 4=76 (LC 5), 5=259(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-222/10, 1-2=0/107, 2-3=-90/96 BOT CHORD 4-5=-218/85 WEBS 2-4=-93/240 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 3 and 78 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273987J32Jack-Open 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:27 Page: 1 ID:6e?XCWC?sW4DD4zG5QPQvIy90lf-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 3-9-8 3-9-8 0-2-3 3-9-8 3-7-5 3-7-55-8-81-11-05-8-8Scale = 1:36.2 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 0.46 Vert(LL)-0.01 4-5 >999 240 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(TL)-0.03 4-5 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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 3-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)3=89/ Mechanical, 4=36/ Mechanical, 5=253/0-3-8 Max Horiz 5=245 (LC 4) Max Uplift 3=-72 (LC 4), 4=-81 (LC 4) Max Grav 3=154 (LC 8), 4=77 (LC 5), 5=254(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 2-5=-217/14, 1-2=0/106, 2-3=-89/96 BOT CHORD 4-5=-219/85 WEBS 2-4=-94/242 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 81 lb uplift at joint 4. 7)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273988J33Jack-Open 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:28 Page: 1 ID:?PE21tGVwlaeihG2KFTM38y90lb-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 1 12 11 10 9 8 7 2 6 3 5 4 0-2-14 10-4-6 4-11-5 10-1-8 5-2-3 5-2-3 10-4-66-1-90-0-45-9-14Scale = 1:40.8 Plate Offsets (X, Y):[4: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 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=36/10-4-13, 7=36/10-4-13, 8=133/10-4-13, 9=171/10-4-13, 10=102/10-4-13, 11=171/10-4-13, 12=133/10-4-13 Max Uplift 1=-66 (LC 5), 7=-66 (LC 5), 8=-95 (LC 4), 9=-118 (LC 4), 11=-118 (LC 4), 12=-95 (LC 4) Max Grav 1=110 (LC 4), 7=110 (LC 4), 8=195 (LC 7), 9=249 (LC 7), 10=112 (LC 4), 11=249 (LC 7), 12=195 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-147/110, 2-3=-73/38, 3-4=-120/93, 4-5=-120/93, 5-6=-73/38, 6-7=-147/110 BOT CHORD 1-12=-69/101, 11-12=-69/101, 10-11=-69/101, 9-10=-69/101, 8-9=-69/101, 7-8=-69/101 WEBS 4-10=-88/39, 3-11=-207/143, 2-12=-161/114, 5-9=-207/143, 6-8=-161/114 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 1, 66 lb uplift at joint 7, 118 lb uplift at joint 11, 95 lb uplift at joint 12, 118 lb uplift at joint 9 and 95 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273989LAY01Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:28 Page: 1 ID:A7cEAA62agLg_3e5w86SDXy91Av-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =3x4 =3x4 =3x4 28 27 26 25 24 23 22 21 20 19 1 2 18 3 17 4 16 5 6 7 8 9 10 11 1213 14 15 7-0-15 7-0-15 16-1-15 23-2-14 7-1-2 23-2-14 16-1-12 16-1-128-4-60-0-48-4-6Scale = 1:57.5 Plate Offsets (X, Y):[5:0-2-11,Edge], [12:0-1-15,0-1-8] 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 0.14 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 0.17 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=29/22-11-9, 15=65/22-11-9, 16=164/22-11-9, 17=161/22-11-9, 18=155/22-11-9, 19=-4/22-11-9, 20=153/22-11-9, 21=162/22-11-9,22=159/22-11-9, 23=163/22-11-9,24=143/22-11-9, 25=160/22-11-9,27=165/22-11-9, 28=136/22-11-9 Max Horiz 1=222 (LC 4) Max Uplift 1=-159 (LC 5), 15=-49 (LC 4), 16=-14 (LC 4), 17=-13 (LC 4), 18=-19 (LC 4), 19=-35 (LC 5), 20=-17 (LC 4), 21=-13 (LC 4), 22=-15 (LC 4), 23=-12 (LC 4), 24=-1 (LC 4), 25=-85 (LC 4), 27=-86 (LC 4), 28=-70 (LC 4) Max Grav 1=209 (LC 4), 15=89 (LC 7), 16=164 (LC 8), 17=161 (LC 1), 18=155 (LC 1), 19=52 (LC 4), 20=153 (LC 8), 21=162 (LC 8), 22=159 (LC 1), 23=167 (LC 8), 24=143 (LC 1), 25=225 (LC 7), 27=230 (LC 7), 28=189 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-275/234, 2-3=-199/169, 3-4=-96/81, 4-5=-65/23, 5-6=-36/37, 6-7=-36/37, 7-8=-36/37, 8-9=-36/37, 9-10=-36/37, 10-11=-36/37, 11-13=-36/37, 13-14=-36/37, 14-15=-36/37 BOT CHORD 1-28=-37/36, 27-28=-37/36, 25-27=-37/36, 24-25=-37/36, 23-24=-37/36, 22-23=-37/36, 21-22=-37/36, 20-21=-37/36, 19-20=-37/36, 18-19=-62/70, 17-18=-67/72, 16-17=-67/71, 15-16=-66/63 WEBS 14-16=-122/37, 13-17=-120/38, 11-18=-120/38, 10-20=-120/38, 9-21=-120/38, 8-22=-120/38, 7-23=-127/36, 6-24=-103/25, 4-25=-185/108, 3-27=-189/111, 2-28=-153/88 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 1, 35 lb uplift at joint 19, 49 lb uplift at joint 15, 14 lb uplift at joint 16, 13 lb uplift at joint 17, 19 lb uplift at joint 18, 17 lb uplift at joint 20, 13 lb uplift at joint 21, 15 lb uplift at joint 22, 12 lb uplift at joint 23, 1 lb uplift at joint 24, 85 lb uplift at joint 25, 86 lb uplift at joint 27 and 70 lb uplift at joint 28. 9)n/a 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273990LAY02Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:28 Page: 1 ID:MVJp2lRc_HthLMnTZ1c0MQy91AT-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 14 13 12 1 11 2 10 3 9 4 5 6 7 8 5-0-7 12-1-6 7-0-15 7-0-15 5-0-4 5-0-4 7-1-2 12-1-68-4-60-0-48-4-6Scale = 1:54.8 Plate Offsets (X, Y):[5:0-1-5,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 0.16 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 0.09 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=75/11-10-1, 8=69/11-10-1, 9=166/11-10-1, 10=150/11-10-1, 11=145/11-10-1, 12=-9/11-10-1, 13=152/11-10-1, 14=172/11-10-1 Max Horiz 1=261 (LC 4) Max Uplift 1=-125 (LC 5), 8=-59 (LC 4), 9=-31 (LC 4), 11=-76 (LC 4), 12=-38 (LC 5), 13=-116 (LC 4), 14=-111 (LC 4) Max Grav 1=218 (LC 4), 8=95 (LC 7), 9=167 (LC 8), 10=150 (LC 1), 11=195 (LC 7), 12=59 (LC 4), 13=227 (LC 7), 14=248 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-296/238, 2-3=-179/142, 3-4=-71/44, 4-5=-78/44, 5-6=-40/44, 6-7=-40/44, 7-8=-40/44 BOT CHORD 1-14=-44/40, 13-14=-44/40, 12-13=-44/40, 11-12=-72/76, 10-11=-77/78, 9-10=-77/77, 8-9=-76/69 WEBS 7-9=-125/54, 6-10=-109/23, 4-11=-158/94, 3-13=-198/138, 2-14=-196/131 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 1, 59 lb uplift at joint 8, 38 lb uplift at joint 12, 31 lb uplift at joint 9, 76 lb uplift at joint 11, 116 lb uplift at joint 13 and 111 lb uplift at joint 14. 9)n/a 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273991LAY03Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:29 Page: 1 ID:ike8gGiPo2fa_kTise0AF3y91A7-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x8 =5x6 1 14 13 12 11 10 9 2 34 5 6 7 8 11-2-5 11-2-513-2-90-0-413-2-9Scale = 1:71.4 Plate Offsets (X, Y):[8:Edge,0-0-8], [9:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.73 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.29 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF-S 1650F 1.6E 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 8-9, 7-10 REACTIONS (lb/size)1=13/11-2-5, 9=61/11-2-5, 10=167/11-2-5, 11=160/11-2-5, 12=159/11-2-5, 13=165/11-2-5, 14=135/11-2-5 Max Horiz 1=58 (LC 4) Max Uplift 1=-178 (LC 5), 9=-131 (LC 5), 10=-142 (LC 4), 11=-94 (LC 4), 12=-115 (LC 4), 13=-110 (LC 4), 14=-93 (LC 4) Max Grav 1=273 (LC 4), 9=186 (LC 4), 10=263 (LC 7), 11=222 (LC 7), 12=236 (LC 7), 13=238 (LC 7), 14=197 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-359/257, 2-3=-268/185, 3-5=-144/90, 5-6=-53/45, 6-7=-151/131, 7-8=-138/134, 8-9=-46/6 BOT CHORD 1-14=-165/181, 13-14=-165/181, 12-13=-165/181, 11-12=-165/181, 10-11=-165/181, 9-10=-165/181 WEBS 7-10=-125/0, 6-11=-215/165, 5-12=-188/127, 3-13=-199/139, 2-14=-160/108 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 9, 178 lb uplift at joint 1, 142 lb uplift at joint 10, 94 lb uplift at joint 11, 115 lb uplift at joint 12, 110 lb uplift at joint 13 and 93 lb uplift at joint 14. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273992LAY04Lay-In Gable 2 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:29 Page: 1 ID:j5GGVLkjn9MWhoS1K?16B?y918o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 8.9412 22.3612 =6x6 =3x4 1 12 11 10 9 2 3 8 4 5 6 7 0-10-1 9-10-15 9-0-15 9-0-15 6-3-4 6-3-4 3-7-11 9-10-156-9-70-0-46-9-7Scale = 1:45.9 Plate Offsets (X, Y):[6:0-2-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=51/9-8-13, 7=67/9-8-13, 8=166/9-8-13, 9=-13/9-8-13, 10=151/9-8-13, 11=163/9-8-13, 12=155/9-8-13 Max Horiz 1=201 (LC 4) Max Uplift 1=-56 (LC 5), 7=-54 (LC 4), 8=-43 (LC 4), 9=-47 (LC 5), 10=-53 (LC 4), 11=-48 (LC 4), 12=-47 (LC 4) Max Grav 1=114 (LC 4), 7=94 (LC 7), 8=199 (LC 7), 9=61 (LC 4), 10=190 (LC 7), 11=202 (LC 7), 12=192 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-200/164, 2-3=-149/121, 3-4=-91/74, 4-5=-47/35, 5-6=-58/28, 6-7=-28/30 BOT CHORD 1-12=-30/28, 11-12=-30/28, 10-11=-30/28, 9-10=-30/28, 8-9=-72/79, 7-8=-73/69 WEBS 5-8=-154/63, 4-10=-157/73, 3-11=-161/73, 2-12=-150/67 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 54 lb uplift at joint 7, 47 lb uplift at joint 9, 43 lb uplift at joint 8, 53 lb uplift at joint 10, 48 lb uplift at joint 11 and 47 lb uplift at joint 12. 9)n/a 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273993LAY05Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:29 Page: 1 ID:NgXEbF5wy30OfGAcXb3vt6y918L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 18.7412 =3x4 =3x4 =5x6 =3x4 =3x4 1 19 18 17 16 1514 2 13 3 12 4 11 5 6 7 8 9 10 0-5-15 16-4-4 9-2-0 15-10-5 6-8-5 6-8-5 10-1-12 10-1-12 6-2-8 16-4-410-5-110-0-49-8-6Scale = 1:64.4 Plate Offsets (X, Y):[5:0-1-1,Edge], [10:0-1-1,Edge], [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 0.11 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 0.15 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-5:2x4 SPFNo.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 6-16, 4-17 REACTIONS (lb/size)1=84/16-4-4, 11=119/16-4-4, 12=190/16-4-4, 13=153/16-4-4, 14=-30/16-4-4, 15=156/16-4-4, 16=142/16-4-4, 17=135/16-4-4, 18=165/16-4-4, 19=159/16-4-4 Max Horiz 1=288 (LC 4) Max Uplift 1=-245 (LC 5), 11=-59 (LC 4), 12=-3 (LC 4), 13=-21 (LC 4), 14=-48 (LC 7), 15=-23 (LC 4), 17=-95 (LC 4), 18=-173 (LC 4), 19=-156 (LC 4) Max Grav 1=361 (LC 4), 11=144 (LC 7), 12=190 (LC 1), 13=153 (LC 1), 14=44 (LC 4), 15=156 (LC 1), 16=142 (LC 1), 17=202 (LC 7), 18=281 (LC 7), 19=264 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-434/349, 2-3=-273/216, 3-4=-97/60, 4-5=-90/44, 5-6=-46/44, 6-7=-46/44, 7-8=-46/44, 8-9=-46/44, 9-10=-46/44, 10-11=-77/41 BOT CHORD 1-19=-25/35, 18-19=-25/35, 17-18=-25/35, 16-17=-25/35, 15-16=-25/35, 14-15=-25/35, 13-14=-56/83, 12-13=-56/83, 11-12=-62/77 WEBS 9-12=-138/34, 8-13=-115/41, 7-15=-124/44, 6-16=-101/13, 4-17=-162/118, 3-18=-242/199, 2-19=-216/172 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 1, 59 lb uplift at joint 11, 48 lb uplift at joint 14, 3 lb uplift at joint 12, 21 lb uplift at joint 13, 23 lb uplift at joint 15, 95 lb uplift at joint 17, 173 lb uplift at joint 18 and 156 lb uplift at joint 19. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 11, 12, 13. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273994LAY06Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:30 Page: 1 ID:YnhOv0DpMSOrUyWjgPlUpQy918A-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =4x6 =3x4 1 12 11 10 9 8 7 2 6 3 5 4 0-2-3 13-2-1 6-4-14 12-11-15 6-7-1 6-7-1 13-2-110-3-110-0-410-0-1Scale = 1:59.5 Plate Offsets (X, Y):[4:Edge,0-1-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 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 IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 76 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS (lb/size)1=105/13-2-1, 7=105/13-2-1, 8=201/13-2-1, 9=153/13-2-1, 10=98/13-2-1, 11=153/13-2-1, 12=201/13-2-1 Max Uplift 1=-110 (LC 5), 7=-110 (LC 5), 8=-216 (LC 4), 9=-157 (LC 4), 10=-67 (LC 5), 11=-157 (LC 4), 12=-216 (LC 4) Max Grav 1=226 (LC 4), 7=226 (LC 4), 8=341 (LC 7), 9=254 (LC 7), 10=195 (LC 4), 11=254 (LC 7), 12=341 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-278/218, 2-3=-89/36, 3-4=-153/136, 4-5=-153/136, 5-6=-89/36, 6-7=-278/218 BOT CHORD 1-12=-147/196, 11-12=-147/196, 10-11=-147/196, 9-10=-147/196, 8-9=-147/196, 7-8=-147/196 WEBS 4-10=-172/111, 3-11=-223/183, 2-12=-275/232, 5-9=-223/183, 6-8=-275/232 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 1, 110 lb uplift at joint 7, 67 lb uplift at joint 10, 157 lb uplift at joint 11, 216 lb uplift at joint 12, 157 lb uplift at joint 9 and 216 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273995LAY07Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:30 Page: 1 ID:Nx2f93IayI9_Ct_t1fsu3hy9184-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =3x412111098 713 6 1 5 42 3 0-2-7 -0-2-7 0-2-14 12-3-14 4-4-8 4-4-8 7-8-7 12-1-0 3-2-2 3-2-2 9-1-12 12-3-149-4-100-5-133-8-153-5-43-8-155-7-119-4-10Scale = 1:59.7 Plate Offsets (X, Y):[3:Edge,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 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 0.18 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 68 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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 3-11 REACTIONS (lb/size)1=124/12-3-14, 7=74/12-3-14, 8=163/12-3-14, 9=159/12-3-14, 10=167/12-3-14, 11=93/12-3-14, 12=-27/12-3-14, 13=195/12-3-14 Max Horiz 1=-116 (LC 4) Max Uplift 1=-81 (LC 5), 7=-80 (LC 5), 8=-107 (LC 4), 9=-109 (LC 4), 10=-103 (LC 4), 11=-68 (LC 5), 12=-199 (LC 4), 13=-131 (LC 4) Max Grav 1=201 (LC 4), 7=163 (LC 4), 8=235 (LC 8), 9=232 (LC 8), 10=237 (LC 8), 11=188 (LC 4), 12=148 (LC 5), 13=282 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-81/26, 2-3=-157/147, 3-4=-152/143, 4-5=-79/27, 5-6=-112/81, 6-7=-222/171 BOT CHORD 1-13=-213/271, 12-13=-188/272, 11-12=-121/166, 10-11=-121/166, 9-10=-121/166, 8-9=-121/166, 7-8=-121/166 WEBS 3-11=-169/106, 2-13=-228/158, 4-10=-196/127, 5-9=-193/134, 6-8=-188/125 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 7, 81 lb uplift at joint 1, 199 lb uplift at joint 12, 68 lb uplift at joint 11, 131 lb uplift at joint 13, 103 lb uplift at joint 10, 109 lb uplift at joint 9 and 107 lb uplift at joint 8. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 13. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273996LAY08Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:30 Page: 1 ID:VRLauWSkuHo8GtTNIubx4Ry917t-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =5x6 =3x4 =6x8 =3x4 1 22 21 20 19 18 17 16 15 14 2 3 4 5 6 7 8 9 10 11 12 13 4-1-4 4-1-4 16-7-15 20-9-3 4-1-7 20-9-3 16-7-12 16-7-124-10-40-0-44-10-4Scale = 1:41.1 Plate Offsets (X, Y):[3:0-1-5,Edge], [21:0-3-0,0-3-0] 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 0.17 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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.): 3-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS (lb/size)1=89/20-5-14, 13=64/20-5-14, 14=169/20-5-14, 15=141/20-5-14, 16=161/20-5-14, 17=160/20-5-14, 18=160/20-5-14, 19=159/20-5-14, 20=165/20-5-14, 21=138/20-5-14, 22=206/20-5-14 Max Horiz 1=129 (LC 4) Max Uplift 1=-9 (LC 5), 13=-26 (LC 4), 14=-12 (LC 4), 16=-13 (LC 4), 17=-14 (LC 4), 18=-14 (LC 4), 19=-14 (LC 4), 20=-15 (LC 4), 21=-6 (LC 4), 22=-109 (LC 4) Max Grav 1=89 (LC 1), 13=73 (LC 7), 14=169 (LC 1), 15=146 (LC 8), 16=161 (LC 8), 17=160 (LC 1), 18=160 (LC 8), 19=159 (LC 1), 20=166 (LC 8), 21=138 (LC 1), 22=288 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-126/115, 2-3=-62/9, 3-4=-17/17, 4-5=-18/17, 5-6=-18/17, 6-7=-18/17, 7-8=-18/17, 8-9=-18/17, 9-11=-18/17, 11-12=-21/18, 12-13=-21/18 BOT CHORD 1-22=-17/17, 20-22=-17/18, 19-20=-17/18, 18-19=-17/18, 17-18=-17/18, 16-17=-17/18, 15-16=-17/18, 14-15=-37/51, 13-14=-37/38 WEBS 12-14=-122/38, 11-15=-119/38, 9-16=-121/38, 8-17=-120/38, 7-18=-120/38, 6-19=-119/38, 5-20=-125/39, 4-21=-104/31, 2-22=-224/132 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1, 26 lb uplift at joint 13, 12 lb uplift at joint 14, 13 lb uplift at joint 16, 14 lb uplift at joint 17, 14 lb uplift at joint 18, 14 lb uplift at joint 19, 15 lb uplift at joint 20, 6 lb uplift at joint 21 and 109 lb uplift at joint 22. 9)n/a 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273997LAY09Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:31 Page: 1 ID:DFdLzd0fVw2rEhqALUPBpey915s-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 1615 14 13 12 11 10 9 2 8 3 7 4 6 5 0-2-14 16-6-13 8-0-8 16-3-14 8-3-6 8-3-6 16-6-139-9-60-0-49-5-12Scale = 1:59.6 Plate Offsets (X, Y):[5:Edge,0-1-14] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 88 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS (lb/size)1=87/16-6-13, 9=87/16-6-13, 10=180/16-6-13, 11=154/16-6-13, 12=166/16-6-13, 13=101/16-6-13, 14=166/16-6-13, 16=154/16-6-13,17=180/16-6-13 Max Uplift 1=-65 (LC 5), 9=-65 (LC 5), 10=-106 (LC 4), 11=-96 (LC 4), 12=-91 (LC 4), 13=-62 (LC 5), 14=-91 (LC 4), 16=-96 (LC 4), 17=-106 (LC 4) Max Grav 1=152 (LC 4), 9=152 (LC 4), 10=256 (LC 7), 11=222 (LC 7), 12=231 (LC 7), 13=187 (LC 4), 14=231 (LC 7), 16=222 (LC 7),17=256 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-209/166, 2-3=-94/67, 3-4=-84/35, 4-5=-153/141, 5-6=-153/141, 6-7=-84/35, 7-8=-94/67, 8-9=-209/166 BOT CHORD 1-17=-121/161, 16-17=-121/161, 14-16=-121/161, 13-14=-121/161,12-13=-121/161, 11-12=-121/161,10-11=-121/161, 9-10=-121/161 WEBS 5-13=-162/102, 4-14=-190/114, 3-16=-186/121, 2-17=-203/127, 6-12=-190/114, 7-11=-186/121, 8-10=-203/127 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 1, 65 lb uplift at joint 9, 62 lb uplift at joint 13, 91 lb uplift at joint 14, 96 lb uplift at joint 16, 106 lb uplift at joint 17, 91 lb uplift at joint 12, 96 lb uplift at joint 11 and 106 lb uplift at joint 10. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273998LAY10Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:31 Page: 1 ID:_o6MeM6gdN2iCwRip9Y48Ky915k-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =2x4 =2x4 =2x4 =2x4 =3x4 =3x4 1 12 11 10 9 8 2 3 4 5 6 7 4-8-1 10-5-11 5-9-11 5-9-11 10-5-119-1-10-0-49-1-1Scale = 1:59.4 Plate Offsets (X, Y):[4:0-1-1,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.36 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-9, 5-10 REACTIONS (lb/size)1=72/10-5-11, 8=62/10-5-11, 9=164/10-5-11, 10=165/10-5-11, 11=148/10-5-11, 12=195/10-5-11 Max Horiz 1=43 (LC 4) Max Uplift 1=-66 (LC 5), 8=-3 (LC 4), 9=-64 (LC 4), 10=-28 (LC 5), 11=-114 (LC 4), 12=-237 (LC 4) Max Grav 1=184 (LC 4), 8=62 (LC 1), 9=184 (LC 7), 10=165 (LC 1), 11=217 (LC 7), 12=345 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-229/163, 2-3=-82/46, 3-4=-161/155, 4-5=-115/125, 5-6=-115/125, 6-7=-115/125, 7-8=-89/85 BOT CHORD 1-12=-115/126, 11-12=-115/126, 10-11=-115/126, 9-10=-115/126, 8-9=-115/126 WEBS 6-9=-128/0, 5-10=-124/48, 3-11=-179/134, 2-12=-285/254 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 1, 3 lb uplift at joint 8, 64 lb uplift at joint 9, 28 lb uplift at joint 10, 114 lb uplift at joint 11 and 237 lb uplift at joint 12. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49273999LAY11Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:31 Page: 1 ID:rgguV1jXi2Z0vF9caW_6_4y917X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =5x6 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =5x6 1 10 9 8 7 2 6 3 5 4 0-2-3 9-7-10 4-7-10 9-5-7 4-9-13 4-9-13 9-7-107-6-90-0-47-2-14Scale = 1:48.1 Plate Offsets (X, Y):[1:0-1-2,0-0-12], [4:Edge,0-1-13], [7:0-0-15,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)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 0.26 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=128/9-7-10, 7=128/9-7-10, 8=199/9-7-10, 9=40/9-7-10, 10=199/9-7-10 Max Uplift 8=-262 (LC 4), 9=-182 (LC 5), 10=-262 (LC 4) Max Grav 1=128 (LC 1), 7=128 (LC 1), 8=362 (LC 7), 9=296 (LC 4), 10=362 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-116/3, 2-3=-84/45, 3-4=-205/184, 4-5=-205/184, 5-6=-84/45, 6-7=-116/3 BOT CHORD 1-10=-63/102, 9-10=-63/102, 8-9=-63/102, 7-8=-63/102 WEBS 4-9=-258/201, 3-10=-289/262, 5-8=-289/262 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 9, 262 lb uplift at joint 10 and 262 lb uplift at joint 8. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274000LAY12Lay-In Gable 1 1WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:32 Page: 1 ID:kRvPLPm2mG3SNsSNpL328wy917T-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x4 =2x4 =2x4 =3x4 =3x8 1 2 13 12 11 10 9 8 4 5 63 7 0-7-2 -0-7-2 1-10-9 17-4-7 2-5-8 2-5-8 13-0-7 15-5-15 17-4-72-6-120-4-130-10-90-2-22-3-42-3-40-2-22-5-6Scale = 1:37.9 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [8:0-5-0,0-1-8] 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 0.30 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.11 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF 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 10-0-0 oc bracing. REACTIONS (lb/size)2=241/17-4-7, 9=205/17-4-7, 10=295/17-4-7, 11=315/17-4-7, 13=346/17-4-7 Max Horiz 2=12 (LC 6) Max Uplift 2=-36 (LC 6), 9=-25 (LC 6), 10=-10 (LC 6), 11=-35 (LC 6), 13=-15 (LC 6) Max Grav 2=366 (LC 18), 9=286 (LC 18), 10=501 (LC 17), 11=551 (LC 17), 13=545 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-301/51, 3-4=-170/57, 4-5=-169/56, 5-6=-169/56, 6-7=-170/57, 7-8=-266/56, 8-9=-238/47 BOT CHORD 2-13=-1/152, 11-13=-1/152, 10-11=-1/152, 9-10=-1/152 WEBS 4-13=-439/72, 5-11=-479/78, 6-10=-420/66 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 9, 36 lb uplift at joint 2, 15 lb uplift at joint 13, 35 lb uplift at joint 11 and 10 lb uplift at joint 10. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274001PB01Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:32 Page: 1 ID:553Z8lPL0SnKHU4x6DQJ1By910B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =3x4 =2x4 =2x4 =2x4 =6x6 =3x10 1 2 11 10 9 8 7 12 6 413 143 5 0-7-2 -0-7-2 4-3-5 17-4-7 4-10-4 4-10-4 8-2-13 13-1-2 17-4-74-6-120-4-130-10-90-2-24-3-44-3-40-2-24-5-6Scale = 1:38.4 Plate Offsets (X, Y):[2:0-6-0,0-0-10], [3:0-3-7,Edge], [5:0-3-7,Edge], [6:0-5-7,0-1-8] 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 0.52 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=257/17-4-7, 7=221/17-4-7, 8=270/17-4-7, 9=329/17-4-7, 11=324/17-4-7 Max Horiz 2=12 (LC 6) Max Uplift 2=-69 (LC 6), 7=-65 (LC 6), 9=-31 (LC 6) Max Grav 2=453 (LC 18), 7=396 (LC 26), 8=324 (LC 17), 9=625 (LC 17), 11=399 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-359/98, 3-4=-191/116, 4-5=-192/116, 5-6=-336/104, 6-7=-365/90 BOT CHORD 2-11=-3/136, 9-11=-3/129, 8-9=-3/129, 7-8=-3/135 WEBS 3-11=-253/27, 4-9=-557/78, 5-8=-233/17 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 7, 69 lb uplift at joint 2 and 31 lb uplift at joint 9. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274002PB02Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:32 Page: 1 ID:1ImcGs2bXkSp8de7jrtlgMy91?M-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x8 1 2 1312 11 10 9 8 1714 73 515 16 64 0-7-2 -0-7-2 3-5-4 10-8-5 6-8-2 17-4-7 7-3-1 7-3-1 17-4-76-6-120-4-130-10-90-2-26-3-46-3-40-2-26-5-6Scale = 1:47.3 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 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 0.22 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=245/17-4-7, 9=208/17-4-7, 10=345/17-4-7, 11=201/17-4-7, 13=401/17-4-7 Max Horiz 2=12 (LC 6) Max Uplift 2=-3 (LC 6), 10=-101 (LC 6), 13=-99 (LC 6) Max Grav 2=399 (LC 18), 9=325 (LC 18), 10=615 (LC 26), 11=352 (LC 17), 13=697 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-287/87, 3-4=-276/109, 4-5=-137/95, 5-6=-137/95, 6-7=-269/108, 7-8=-257/59, 8-9=-295/19 BOT CHORD 2-13=-30/89, 11-13=-30/89, 10-11=-30/89, 9-10=-30/89 WEBS 3-13=-552/146, 5-11=-284/15, 7-10=-503/141 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 2, 99 lb uplift at joint 13 and 101 lb uplift at joint 10. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274003PB03Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:33 Page: 1 ID:WZRhlSttHx90wEPNGrcwzwy91_H-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =2x4 =2x4 =2x4 =2x4 =2x4 1 2 1110 9 8 7 6 53 4 0-7-2 -0-7-2 8-4-12 17-4-7 8-11-11 8-11-11 17-4-77-11-150-4-130-10-97-10-9Scale = 1:54.4 Plate Offsets (X, Y):[2:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 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 0.21 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=236/17-4-7, 7=197/17-4-7, 8=379/17-4-7, 9=156/17-4-7, 11=433/17-4-7 Max Horiz 2=12 (LC 4) Max Uplift 2=-32 (LC 4), 7=-21 (LC 4), 8=-129 (LC 4), 9=-61 (LC 5), 11=-135 (LC 4) Max Grav 2=250 (LC 8), 7=220 (LC 8), 8=482 (LC 8), 9=226 (LC 4), 11=544 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-168/46, 3-4=-276/195, 4-5=-270/194, 5-6=-162/51, 6-7=-189/49 BOT CHORD 2-11=0/62, 9-11=0/62, 8-9=0/62, 7-8=0/62 WEBS 4-9=-178/122, 3-11=-417/184, 5-8=-382/175 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 7, 32 lb uplift at joint 2, 61 lb uplift at joint 9, 135 lb uplift at joint 11 and 129 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274004PB04Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:33 Page: 1 ID:At9EGZ1PTdfJM4KhzMqlSSy91_5-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =2x4 =2x4 =3x4 712 11 10 9 8 6 53 4 0-7-2 18-6-8 0-7-2 -0-7-2 8-11-11 17-11-6 8-11-11 8-11-11 17-11-67-11-150-4-137-10-9Scale = 1:54.4 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [6:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 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 0.16 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 66 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=211/17-11-6, 6=211/17-11-6, 8=437/17-11-6, 9=185/17-11-6, 11=437/17-11-6 Max Uplift 8=-136 (LC 4), 11=-136 (LC 4) Max Grav 2=211 (LC 1), 6=211 (LC 1), 8=550 (LC 8), 9=185 (LC 1), 11=550 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-128/84, 3-4=-186/122, 4-5=-186/122, 5-6=-128/84, 6-7=0/21 BOT CHORD 2-11=-59/104, 9-11=-59/104, 8-9=-59/104, 6-8=-59/104 WEBS 4-9=-131/5, 3-11=-420/185, 5-8=-420/185 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 11 and 136 lb uplift at joint 8. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274005PB05Piggyback101WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:34 Page: 1 ID:pBumogAweJAcowF?gt2Zx_y90zv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 1 92 13 12 11 10 8 14 73 1615 54 6 0-7-2 -0-7-2 0-7-2 18-6-8 1-8-14 9-10-2 8-1-4 8-1-4 8-1-4 17-11-6 17-11-67-3-40-4-130-2-26-11-126-11-120-2-27-1-14Scale = 1:53.5 Plate Offsets (X, Y):[2:0-1-9,0-1-8], [4:0-2-0,Edge], [6:0-2-0,Edge], [7:0-2-1,0-1-0], [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 0.48 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 0.23 Horiz(TL)0.00 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=231/17-11-6, 8=231/17-11-6, 10=421/17-11-6, 11=176/17-11-6, 13=422/17-11-6 Max Uplift 10=-121 (LC 6), 13=-121 (LC 6) Max Grav 2=389 (LC 18), 8=389 (LC 18), 10=747 (LC 26), 11=228 (LC 17), 13=747 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-275/112, 3-4=-272/99, 4-5=-126/92, 5-6=-126/92, 6-7=-272/99, 7-8=-275/112, 8-9=0/24 BOT CHORD 2-13=-58/109, 11-13=-58/109, 10-11=-58/109, 8-10=-58/109 WEBS 3-13=-602/170, 5-11=-168/0, 7-10=-602/170 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 13 and 121 lb uplift at joint 10. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274006PB06Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:34 Page: 1 ID:xDEXfkkPZl5yx8L1wFOaLuy90zA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 1 92 13 12 11 10 8 14 17 73 5 16154 6 0-7-2 18-6-8 0-7-2 -0-7-2 6-6-8 12-2-15 5-8-7 5-8-7 5-8-7 17-11-6 17-11-65-3-40-4-130-2-24-11-124-11-120-2-25-1-14Scale = 1:44.3 Plate Offsets (X, Y):[2:0-4-0,0-0-6], [4:0-2-0,Edge], [6:0-2-0,Edge], [7:0-2-1,0-1-0], [8:0-4-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)-0.01 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=155/17-11-6, 8=155/17-11-6, 10=452/17-11-6, 11=268/17-11-6, 13=452/17-11-6 Max Uplift 10=-111 (LC 6), 11=-1 (LC 6), 13=-111 (LC 6) Max Grav 2=198 (LC 17), 8=198 (LC 17), 10=788 (LC 26), 11=520 (LC 17), 13=788 (LC 26) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-162/447, 3-4=-183/104, 4-5=-103/184, 5-6=-103/184, 6-7=-182/104, 7-8=-162/447, 8-9=0/24 BOT CHORD 2-13=-249/148, 11-13=-249/148, 10-11=-249/148, 8-10=-249/148 WEBS 3-13=-641/159, 5-11=-459/50, 7-10=-641/159 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 13, 1 lb uplift at joint 11 and 111 lb uplift at joint 10. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274007PB07Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:34 Page: 1 ID:fyPbSbUgCVnImWVl?Z_uKly90yD-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =3x4 =2x4 =2x4 =3x6 =4x6 =2x4 =3x4 1 102 15 1413 12 11 9 18 3 5 6 1716 74 8 0-7-2 18-6-8 0-7-2 -0-7-2 0-11-13 13-7-15 3-3-10 3-3-10 4-3-7 17-11-6 9-4-8 12-8-3 17-11-64-1-10-4-130-2-22-11-122-11-120-2-23-1-140-9-133-11-11Scale = 1:39.8 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [4:0-2-0,Edge], [7:0-3-0,0-0-15], [9:0-2-1,0-1-8] 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 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 6-0-0 oc bracing. REACTIONS (lb/size)2=68/17-11-6, 9=189/17-11-6, 11=333/17-11-6, 12=323/17-11-6, 14=322/17-11-6, 15=246/17-11-6 Max Uplift 2=-10 (LC 29), 9=-15 (LC 6), 11=-22 (LC 6), 12=-35 (LC 6), 14=-23 (LC 6), 15=-48 (LC 6) Max Grav 2=123 (LC 20), 9=262 (LC 10), 11=360 (LC 12), 12=559 (LC 19), 14=538 (LC 19), 15=381 (LC 30) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-70/71, 3-4=-136/23, 4-5=-44/24, 5-6=-43/23, 6-7=-44/24,7-8=-18/95, 8-9=-168/75, 9-10=0/21 BOT CHORD 2-15=-26/64, 14-15=-26/64, 12-14=-26/64, 11-12=-26/64, 9-11=-26/64 WEBS 8-11=-244/66, 6-12=-485/84, 5-14=-454/72, 3-15=-314/89 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 2, 22 lb uplift at joint 11, 35 lb uplift at joint 12, 23 lb uplift at joint 14, 48 lb uplift at joint 15 and 15 lb uplift at joint 9. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274008PB08Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:35 Page: 1 ID:bc3nR5ibjKAbYRSPc2pLbmy90xw-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x4 =3x4 =2x4 =2x4 =3x4 =4x6 =2x4 =3x4 1 102 15 1413 12 11 9 4 5 16 6 73 19 17 18 8 0-7-2 18-6-8 0-7-2 -0-7-2 0-10-14 0-10-14 3-4-9 13-7-15 4-3-7 17-11-6 9-4-8 10-3-6 17-11-64-1-10-4-130-2-20-11-120-11-120-2-21-1-142-9-133-11-11Scale = 1:39.8 Plate Offsets (X, Y):[2:0-2-1,0-1-8], [3:0-2-0,Edge], [7:0-2-0,Edge], [9:0-2-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=41/17-11-6, 9=163/17-11-6, 11=370/17-11-6, 12=309/17-11-6, 14=332/17-11-6, 15=266/17-11-6 Max Uplift 2=-1 (LC 29), 9=-24 (LC 6), 11=-3 (LC 6), 12=-40 (LC 6), 14=-23 (LC 6), 15=-39 (LC 6) Max Grav 2=85 (LC 23), 9=222 (LC 10), 11=512 (LC 30), 12=429 (LC 19), 14=593 (LC 19), 15=402 (LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-41/102, 3-4=-30/71, 4-5=-24/76, 5-6=-24/76, 6-7=-33/66,7-8=-65/231, 8-9=-132/147, 9-10=0/21 BOT CHORD 2-15=-85/55, 14-15=-85/55, 12-14=-85/55, 11-12=-85/55, 9-11=-85/55 WEBS 8-11=-412/47, 6-12=-357/89, 5-14=-507/73, 4-15=-349/78 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat.II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 2, 3 lb uplift at joint 11, 40 lb uplift at joint 12, 23 lb uplift at joint 14, 39 lb uplift at joint 15 and 24 lb uplift at joint 9. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274009PB09Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:35 Page: 1 ID:kpdyrgwNdZEd?Zxaq_cFVLy90v3-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x4 512 6 4 3 0-7-2 9-2-0 0-7-2 -0-7-2 4-3-7 4-3-7 4-3-7 8-6-14 8-6-144-1-10-4-133-11-11Scale = 1:32.8 Plate Offsets (X, Y):[2:0-2-1,0-1-0], [4:0-2-1,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 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=223/8-6-14, 4=223/8-6-14, 6=285/8-6-14 Max Uplift 2=-61 (LC 4), 4=-61 (LC 4) Max Grav 2=244 (LC 8), 4=244 (LC 8), 6=301 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-133/52, 3-4=-133/52, 4-5=0/21 BOT CHORD 2-6=0/46, 4-6=0/46 WEBS 3-6=-194/32 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 2 and 61 lb uplift at joint 4. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274010PB10Piggyback31WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:36 Page: 1 ID:5nQrvN_WS5sw5KqXdXBQCPy90v_-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x8 =3x4 =2x4 =2x4 =3x4 =2x8 71 2 8 6 9 10 43 5 0-7-2 9-2-0 0-7-2 -0-7-2 1-3-3 4-11-1 3-7-13 3-7-13 3-7-13 8-6-14 8-6-143-6-110-4-130-2-23-3-33-3-30-2-23-5-5Scale = 1:33 Plate Offsets (X, Y):[2:0-8-0,0-1-2], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-8-0,0-1-2] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=249/8-6-14, 6=249/8-6-14, 8=233/8-6-14 Max Uplift 2=-68 (LC 6), 6=-68 (LC 6) Max Grav 2=433 (LC 18), 6=433 (LC 18), 8=283 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-395/88, 3-4=-236/102, 4-5=-236/102, 5-6=-395/88, 6-7=0/24 BOT CHORD 2-8=0/200, 6-8=0/200 WEBS 4-8=-136/12 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 2 and 68 lb uplift at joint 6. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274011PB11Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:36 Page: 1 ID:sKvta64XZYtn2ZR45DKIX5y90us-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =2x4 71 2 8 6 43 5 0-7-2 -0-7-2 0-7-2 9-2-0 1-3-1 1-3-1 1-3-1 8-6-14 6-0-13 7-3-14 8-6-141-6-110-4-130-2-21-3-31-3-30-2-21-5-5Scale = 1:28.6 Plate Offsets (X, Y):[2:0-2-1,0-1-0], [3:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-1,0-1-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=204/8-6-14, 6=204/8-6-14, 8=324/8-6-14 Max Uplift 2=-50 (LC 6), 6=-50 (LC 6), 8=-50 (LC 6) Max Grav 2=261 (LC 18), 6=261 (LC 18), 8=531 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-283/74, 3-4=-224/67, 4-5=-224/67, 5-6=-283/74, 6-7=0/24 BOT CHORD 2-8=-23/221, 6-8=-23/221 WEBS 4-8=-430/108 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left andright exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 2, 50 lb uplift at joint 6 and 50 lb uplift at joint 8. 11)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274012PB12Piggyback11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:36 Page: 1 ID:1R31utDR_xFDtFnBE11tUPy90uh-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x8 =3x4 1 8 7 6 2 3 4 5 11-4-3 11-4-39-5-89-5-8Scale = 1:55.4 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 0.80 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.37 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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 REACTIONS (lb/size)1=112/11-4-3, 6=100/11-4-3, 7=309/11-4-3, 8=343/11-4-3 Max Horiz 1=19 (LC 4) Max Uplift 7=-109 (LC 4), 8=-117 (LC 4) Max Grav 1=112 (LC 1), 6=100 (LC 1), 7=394 (LC 7), 8=433 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-153/141, 2-4=-81/73, 4-5=-136/110, 5-6=-74/0 BOT CHORD 1-8=-116/128, 7-8=-116/128, 6-7=-116/128 WEBS 2-8=-346/172, 4-7=-287/110 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 8 and 109 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274013V01Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:37 Page: 1 ID:ek?TZLUAnPQXtR9cV6bomMy913y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x4 1 7 6 5 2 3 4 8-11-6 8-11-67-5-87-5-8Scale = 1:49.5 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 0.76 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=109/8-11-6, 5=-61/8-11-6, 6=273/8-11-6, 7=351/8-11-6 Max Horiz 1=15 (LC 4) Max Uplift 5=-138 (LC 5), 6=-91 (LC 4), 7=-130 (LC 4) Max Grav 1=109 (LC 1), 5=101 (LC 4), 6=343 (LC 7), 7=449 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/124, 2-3=-107/70, 3-4=-159/149, 4-5=-111/120 BOT CHORD 1-7=-94/102, 6-7=-94/102, 5-6=-94/102 WEBS 2-7=-361/182, 3-6=-272/134 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 5, 130 lb uplift at joint 7 and 91 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274014V02Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:37 Page: 1 ID:3JhbCMX33Ko5kvuBAE9VN?y913v-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5 4 2 3 6-6-9 6-6-95-5-85-5-8Scale = 1:35.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=116/6-6-9, 4=55/6-6-9, 5=309/6-6-9 Max Horiz 1=12 (LC 4) Max Uplift 4=-1 (LC 5), 5=-120 (LC 4) Max Grav 1=116 (LC 1), 4=55 (LC 1), 5=397 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-71/96, 2-3=-109/78, 3-4=-41/14 BOT CHORD 1-5=-70/76, 4-5=-70/76 WEBS 2-5=-319/167 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 1 lb uplift at joint 4 and 120 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274015V03Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:37 Page: 1 ID:?hpMc2YJbx2pzD2aHfB_TQy913t-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5 4 2 3 5-3-9 5-3-94-4-154-4-15Scale = 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 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=117/5-3-9, 4=-39/5-3-9, 5=302/5-3-9 Max Horiz 1=10 (LC 4) Max Uplift 4=-87 (LC 5), 5=-120 (LC 4) Max Grav 1=121 (LC 7), 4=65 (LC 4), 5=389 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/83, 2-3=-117/92, 3-4=-71/77 BOT CHORD 1-5=-56/61, 4-5=-56/61 WEBS 2-5=-312/166 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 87 lb uplift at joint 4 and 120 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274016V04Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:38 Page: 1 ID:TuMkqOZxMFAgbMdmrMiD?dy913s-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x4 1 8 7 6 2 4 9 53 2-11-1 10-1-3 7-2-2 7-2-2 10-1-35-11-125-9-100-2-20-2-2Scale = 1:44.2 Plate Offsets (X, Y):[3:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=110/10-1-3, 6=37/10-1-3, 7=268/10-1-3, 8=348/10-1-3 Max Horiz 1=11 (LC 6) Max Uplift 6=-19 (LC 6), 8=-108 (LC 6) Max Grav 1=187 (LC 14), 6=96 (LC 13), 7=334 (LC 13), 8=615 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-110/158, 2-3=-168/74, 3-4=-75/80, 4-5=-73/80, 5-6=-87/46 BOT CHORD 1-8=-72/79, 7-8=-72/79, 6-7=-72/79 WEBS 2-8=-514/157, 4-7=-270/12 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 6 and 108 lb uplift at joint 8. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274017V05Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:38 Page: 1 ID:PGUUF4bBusQOqgm9znkh42y913q-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 6 5 2 43 0-6-4 7-8-6 7-2-2 7-2-2 7-8-65-11-125-9-100-2-25-6-25-9-100-2-25-11-12Scale = 1:43.6 Plate Offsets (X, Y):[3:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 29 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=115/7-8-6, 5=112/7-8-6, 6=345/7-8-6 Max Horiz 1=12 (LC 6) Max Uplift 6=-119 (LC 6) Max Grav 1=196 (LC 14), 5=162 (LC 14), 6=614 (LC 18) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-121/147, 2-3=-172/68, 3-4=-81/82, 4-5=-134/7 BOT CHORD 1-6=-73/82, 5-6=-73/82 WEBS 2-6=-503/149 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 6. 10)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274018V06Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:38 Page: 1 ID:MfcEglcSQTg64_wX4Cn99Ty913o-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 3-7-1 3-7-12-11-142-11-14Scale = 1:24.6 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 0.31 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 12 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=122/3-7-1, 3=122/3-7-1 Max Horiz 1=6 (LC 5) Max Uplift 1=-12 (LC 4), 3=-17 (LC 4) Max Grav 1=138 (LC 7), 3=134 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-47/47, 2-3=-104/35 BOT CHORD 1-3=-36/39 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 12 lb uplift at joint1 and 17 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274019V07Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:39 Page: 1 ID:icP7jTgaE0JOAlpVtlMKsXy913j-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5 4 2 3 5-11-14 5-11-144-11-144-11-14Scale = 1:33.8 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 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=117/5-11-14, 4=22/5-11-14, 5=296/5-11-14 Max Horiz 1=11 (LC 4) Max Uplift 4=-30 (LC 5), 5=-117 (LC 4) Max Grav 1=118 (LC 7), 4=48 (LC 4), 5=380 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-60/89, 2-3=-107/81, 3-4=-45/35 BOT CHORD 1-5=-64/69, 4-5=-64/69 WEBS 2-5=-306/162 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 30 lb uplift at joint 4 and 117 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274020V08Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:39 Page: 1 ID:e?Xu89hrmdZ6Q3yu_APoyyy913h-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5 4 2 3 8-4-10 8-4-106-11-146-11-14Scale = 1:42.3 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 0.64 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.23 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 32 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 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=101/8-4-10, 4=133/8-4-10, 5=394/8-4-10 Max Horiz 1=14 (LC 4) Max Uplift 5=-145 (LC 4) Max Grav 1=101 (LC 1), 4=133 (LC 1), 5=502 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-107/124, 2-3=-134/77, 3-4=-100/0 BOT CHORD 1-5=-88/96, 4-5=-88/96 WEBS 2-5=-404/204 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 145 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274021V09Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:39 Page: 1 ID:bOfeYqj5IEpqfM6G6bRG1Ny913f-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 2-8-0 2-8-02-8-02-8-0Scale = 1:23.2 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 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=87/2-8-0, 3=87/2-8-0 Max Horiz 1=5 (LC 5) Max Uplift 1=-8 (LC 4), 3=-13 (LC 4) Max Grav 1=99 (LC 7), 3=95 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-37/37, 2-3=-73/26 BOT CHORD 1-3=-31/34 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 8 lb uplift at joint 1and 13 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274022V10Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:39 Page: 1 ID:XmmPzWlLqs3YugGfD0Tk6oy913d-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 1-0-0 1-0-01-0-0Scale = 1:20 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)n/a -n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 2 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=20/1-0-0, 3=20/1-0-0 Max Horiz 1=31 (LC 4) Max Uplift 3=-26 (LC 4) Max Grav 1=20 (LC 7), 3=20 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-24/0 BOT CHORD 1-3=0/0 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Truss to be fully sheathed from one face or securelybraced against lateral movement (i.e. diagonal web). 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 26 lb uplift at joint 3. 9)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274023V11Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:40 Page: 1 ID:66_Z4EupY26dtmL?Zci4kqy914k-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 =2x4 =2x4 =2x4 =2x8 =4x6 1 8 7 6 2 3 4 5 2-0-10 2-0-10 8-5-2 10-5-12 10-5-1210-5-12Scale = 1:54.7 Plate Offsets (X, Y):[6:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.47 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.30 Horiz(TL)0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (lb/size)1=112/10-5-12, 6=60/10-5-12, 7=274/10-5-12, 8=352/10-5-12 Max Horiz 1=21 (LC 4) Max Uplift 6=-67 (LC 5), 7=-134 (LC 4), 8=-163 (LC 4) Max Grav 1=112 (LC 4), 6=119 (LC 4), 7=372 (LC 7), 8=471 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-3=-181/163, 3-4=-106/79, 4-5=-143/129, 5-6=-45/18 BOT CHORD 1-8=-131/143, 7-8=-131/143, 6-7=-131/143 WEBS 3-8=-381/219, 4-7=-251/99 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 6, 163 lb uplift at joint 8 and 134 lb uplift at joint 7. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274024V12Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:40 Page: 1 ID:Mw8gEZp6QiphcbjpaHa8M3y913X-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =2x4 1 7 6 5 2 3 4 8-9-12 8-9-128-9-128-9-12Scale = 1:55.5 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 0.69 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=111/8-9-12, 5=-80/8-9-12, 6=279/8-9-12, 7=355/8-9-12 Max Horiz 1=18 (LC 4) Max Uplift 5=-194 (LC 5), 6=-118 (LC 4), 7=-176 (LC 4) Max Grav 1=111 (LC 1), 5=146 (LC 4), 6=367 (LC 7), 7=480 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-145/147, 2-3=-131/78, 3-4=-208/199, 4-5=-161/169 BOT CHORD 1-7=-111/121, 6-7=-111/121, 5-6=-111/121 WEBS 2-7=-392/228, 3-6=-292/164 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 5, 176 lb uplift at joint 7 and 118 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274025V13Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:40 Page: 1 ID:?EsClgzebOK?2Re6Hooyrby913L-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 7-1-12 7-1-127-1-127-1-12Scale = 1:42.9 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 0.68 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 0.11 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=115/7-1-12, 4=82/7-1-12, 5=334/7-1-12 Max Horiz 1=15 (LC 4) Max Uplift 5=-169 (LC 4) Max Grav 1=115 (LC 1), 4=82 (LC 1), 5=452 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-106/122, 2-3=-139/100, 3-4=-62/18 BOT CHORD 1-5=-92/100, 4-5=-92/100 WEBS 2-5=-369/219 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 169 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274026V14Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:41 Page: 1 ID:QpYLNi?WuJiZvuNhywLfSDy913I-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5-5-12 5-5-125-5-125-5-12Scale = 1:35.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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 5-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=119/5-5-12, 4=-21/5-5-12, 5=301/5-5-12 Max Horiz 1=12 (LC 4) Max Uplift 4=-94 (LC 5), 5=-157 (LC 4) Max Grav 1=119 (LC 1), 4=86 (LC 4), 5=409 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-65/98, 2-3=-138/117, 3-4=-90/88 BOT CHORD 1-5=-71/77, 4-5=-71/77 WEBS 2-5=-333/203 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 94 lb uplift at joint 4 and 157 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274027V15Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:41 Page: 1 ID:MBf5oN0nPwyH9CW44LO7Yey913G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 3-9-12 3-9-123-9-123-9-12Scale = 1:27.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 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 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=133/3-9-12, 3=133/3-9-12 Max Horiz 1=8 (LC 4) Max Uplift 1=-12 (LC 4), 3=-20 (LC 4) Max Grav 1=151 (LC 7), 3=145 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-56/56, 2-3=-112/39 BOT CHORD 1-3=-47/51 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 12 lb uplift at joint1 and 20 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274028V16Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:41 Page: 1 ID:mmLERP3firLs0gFflTxq9Hy913D-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 2-1-12 2-1-122-1-122-1-12Scale = 1:21.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.04 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=66/2-1-12, 3=66/2-1-12 Max Horiz 1=4 (LC 4) Max Uplift 1=-6 (LC 4), 3=-10 (LC 4) Max Grav 1=75 (LC 7), 3=72 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-28/28, 2-3=-56/20 BOT CHORD 1-3=-24/25 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 6 lb uplift at joint 1and 10 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274029V17Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:41 Page: 1 ID:bwiVhS7QIh5?kbio5k2EPYy9137-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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. 4 12 =2x4 =2x4 =2x4 1 3 2 3-3-11 3-3-111-1-41-1-4Scale = 1:17.6 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 0.08 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=90/3-3-11, 3=90/3-3-11 Max Horiz 1=11 (LC 6) Max Uplift 1=-22 (LC 6), 3=-26 (LC 6) Max Grav 1=94 (LC 11), 3=92 (LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-18/17, 2-3=-69/40 BOT CHORD 1-3=-11/12 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for thisdesign. 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 bottomchord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 22 lb uplift at joint 1 and 26 lb uplift at joint 3. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274030V18Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:42 Page: 1 ID:XJqF689gqILjzusBD94iUzy9135-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 3 1 2 2-3-7 2-3-72-3-72-3-7Scale = 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 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=71/2-3-7, 3=71/2-3-7 Max Horiz 1=4 (LC 4) Max Uplift 1=-6 (LC 4), 3=-11 (LC 4) Max Grav 1=82 (LC 7), 3=78 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-30/30, 2-3=-61/21 BOT CHORD 1-3=-25/28 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 6 lb uplift at joint 1and 11 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274031V19Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:42 Page: 1 ID:Thy0XqAxLwbRDC0aKa7AZOy9133-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5 4 2 3 7-2-11 7-2-116-0-46-0-4Scale = 1:38.2 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 0.46 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 0.09 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=113/7-2-11, 4=87/7-2-11, 5=335/7-2-11 Max Horiz 1=13 (LC 4) Max Uplift 5=-128 (LC 4) Max Grav 1=113 (LC 1), 4=87 (LC 1), 5=429 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-84/105, 2-3=-116/76, 3-4=-65/0 BOT CHORD 1-5=-77/83, 4-5=-77/83 WEBS 2-5=-345/178 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 128 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274032V20Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:42 Page: 1 ID:Q43myWCBtXr9SWAyS?9efpy9131-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 5 4 2 3 4-9-15 4-9-154-0-44-0-4Scale = 1:33.6 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 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=115/4-9-15, 4=-123/4-9-15, 5=350/4-9-15 Max Horiz 1=9 (LC 4) Max Uplift 4=-188 (LC 7), 5=-136 (LC 4) Max Grav 1=123 (LC 7), 4=91 (LC 4), 5=449 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-42/82, 2-3=-150/113, 3-4=-111/155 BOT CHORD 1-5=-51/55, 4-5=-51/55 WEBS 2-5=-358/191 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow);Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 188 lb uplift at joint 4 and 136 lb uplift at joint 5. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274033V21Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:42 Page: 1 ID:MTBWNBERP85thpKLZQB6kEy913?-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 3 1 2 2-5-2 2-5-22-0-42-0-4Scale = 1:20.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=75/2-5-2, 3=75/2-5-2 Max Horiz 1=4 (LC 4) Max Uplift 1=-7 (LC 4), 3=-10 (LC 4) Max Grav 1=85 (LC 7), 3=83 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-29/29, 2-3=-64/22 BOT CHORD 1-3=-22/24 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 7 lb uplift at joint 1and 10 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274034V22Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:43 Page: 1 ID:m2tf?DGKi3USYH2wFYlpMsy912y-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =5x6 =3x4 1 16 15 14 13 12 11 10 9 2 19178 3 5 18 6 74 6-8-0 15-1-11 6-9-0 21-10-11 8-5-11 8-5-11 8-6-7 8-6-7 13-4-4 21-10-118-5-111-8-110-1-151-8-112-0-36-0-18-0-40-3-88-3-120-1-158-5-11Scale = 1:54.9 Plate Offsets (X, Y):[4:0-3-0,Edge], [7:0-4-1,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.52 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 0.40 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 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, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 13-14. REACTIONS (lb/size)1=68/21-10-11, 9=72/21-10-11, 10=299/21-10-11, 11=318/21-10-11, 12=293/21-10-11, 13=68/21-10-11, 14=1/21-10-11, 15=271/21-10-11, 16=305/21-10-11 Max Horiz 1=49 (LC 6) Max Uplift 9=-9 (LC 6), 10=-121 (LC 6), 12=-25 (LC 6), 13=-80 (LC 7), 14=-8 (LC 7), 15=-110 (LC 6), 16=-127 (LC 6) Max Grav 1=128 (LC 17), 9=129 (LC 17), 10=581 (LC 25), 11=403 (LC 16), 12=545 (LC 16), 13=146 (LC 6), 14=9 (LC 6), 15=511 (LC 25), 16=579 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-68/142, 2-3=-210/153, 3-4=-248/224, 4-5=-135/161, 5-6=-134/160, 6-7=-132/151, 7-8=-254/169, 8-9=-69/131 BOT CHORD 1-16=-13/16, 15-16=-13/16, 14-15=-13/16, 13-14=0/0, 4-13=-140/101, 12-13=-15/20, 11-12=-15/20, 10-11=-15/20, 9-10=-15/20 WEBS 5-12=-475/73, 3-15=-442/142, 2-16=-498/171, 6-11=-319/0, 8-10=-502/162 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)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. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 9, 8 lb uplift at joint 14, 80 lb uplift at joint 13, 25 lb uplift at joint 12, 110 lb uplift at joint 15, 127 lb uplift at joint 16 and 121 lb uplift at joint 10. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 12, 11, 10. 13)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274035V23Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:43 Page: 1 ID:QLbBWKPrtl_l?7zDy3ydrOy912m-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =3x4171615 1 14 13 12 11 10 2 9 2018 3 84 6 19 75 1-9-0 8-5-11 3-4-0 11-9-11 6-8-11 6-8-11 7-9-0 19-6-11 6-10-7 6-10-7 12-8-4 19-6-118-5-110-8-110-1-157-3-98-3-120-1-158-5-11Scale = 1:54.5 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 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horiz(TL)0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 81 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 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, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=48/19-6-11, 10=56/19-6-11, 11=273/19-6-11, 12=303/19-6-11, 13=230/19-6-11, 14=51/19-6-11, 15=7/19-6-11, 16=260/19-6-11, 17=281/19-6-11 Max Horiz 1=21 (LC 6) Max Uplift 1=-107 (LC 7), 10=-94 (LC 7), 11=-127 (LC 6), 12=-82 (LC 6), 15=-51 (LC 7), 16=-161 (LC 6), 17=-114 (LC 6) Max Grav 1=142 (LC 6), 10=133 (LC 6), 11=534 (LC 25), 12=532 (LC 25), 13=357 (LC 16), 14=114 (LC 19), 15=42 (LC 6), 16=533 (LC 25), 17=532 (LC 25) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-204/170, 2-3=-258/105, 3-4=-209/72, 4-5=-198/86, 5-6=-121/83, 6-7=-121/83, 7-8=-231/89, 8-9=-265/83, 9-10=-186/152 BOT CHORD 1-17=-84/120, 16-17=-84/120, 15-16=-84/120, 14-15=0/0, 4-14=-92/9, 13-14=-87/126, 12-13=-87/126, 11-12=-87/126, 10-11=-87/126 WEBS 6-13=-275/0, 3-16=-444/153, 2-17=-473/163, 8-12=-447/130, 9-11=-479/172 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust)Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 10)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. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 1, 94 lb uplift at joint 10, 51 lb uplift at joint 15, 161 lb uplift at joint 16, 114 lb uplift at joint 17, 82 lb uplift at joint 12 and 127 lb uplift at joint 11. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10, 13, 12, 11. 13)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the sizeor the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274036V24Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:43 Page: 1 ID:FnUuLBhHSquUFfEeoOt0GFy912P-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =4x6 =2x4 =2x4 =2x4 =3x4 1 9 8 7 6 5 2 4 3 8-5-11 8-5-11 8-5-11 16-11-6 16-11-68-5-118-2-3Scale = 1:56.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)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 0.18 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=164/16-11-6, 5=164/16-11-6, 6=385/16-11-6, 7=202/16-11-6, 9=385/16-11-6 Max Uplift 6=-163 (LC 4), 9=-163 (LC 4) Max Grav 1=164 (LC 1), 5=164 (LC 1), 6=509 (LC 7), 7=202 (LC 1), 9=509 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-122/90, 2-3=-195/119, 3-4=-195/119, 4-5=-122/90 BOT CHORD 1-9=-73/109, 7-9=-73/109, 6-7=-73/109, 5-6=-73/109 WEBS 3-7=-133/9, 2-9=-402/209, 4-6=-402/209 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 9 and 163 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274037V25Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:44 Page: 1 ID:n7_MGT5zhy2ojkF_Eqzm6Cy911u-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =4x6 =2x4 =2x4 =2x4 =3x4 1 8 7 6 5 42 3 6-9-11 6-9-11 6-9-11 13-7-6 13-7-66-9-116-6-3Scale = 1:45.8 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 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=139/13-7-6, 5=139/13-7-6, 6=318/13-7-6, 7=118/13-7-6, 8=318/13-7-6 Max Uplift 6=-140 (LC 4), 8=-140 (LC 4) Max Grav 1=139 (LC 1), 5=139 (LC 1), 6=423 (LC 7), 7=118 (LC 1), 8=423 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-98/86, 2-3=-146/96, 3-4=-146/96, 4-5=-98/86 BOT CHORD 1-8=-68/97, 7-8=-68/97, 6-7=-68/97, 5-6=-68/97 WEBS 2-8=-328/175, 4-6=-328/175, 3-7=-85/30 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 8 and 140 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274038V26Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:44 Page: 1 ID:4wr9cEm22gedzaho8f_QWWy912J-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 =3x4 =2x4 =2x4 =2x4 1 7 6 5 42 3 5-1-11 5-1-11 5-1-11 10-3-6 10-3-65-1-114-10-3Scale = 1:38.2 Plate Offsets (X, Y):[3:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-S BCDL 10.0 Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=91/10-3-6, 5=91/10-3-6, 6=292/10-3-6, 7=292/10-3-6 Max Uplift 1=-5 (LC 5), 5=-5 (LC 5), 6=-129 (LC 4), 7=-129 (LC 4) Max Grav 1=97 (LC 4), 5=97 (LC 4), 6=385 (LC 7), 7=385 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-159/202, 2-3=-28/21, 3-4=-28/21, 4-5=-159/202 BOT CHORD 1-7=-141/154, 6-7=-141/154, 5-6=-141/154 WEBS 2-7=-310/160, 4-6=-310/160 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1, 5 lb uplift at joint 5, 129 lb uplift at joint 7 and 129 lb uplift at joint 6. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274039V27Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:44 Page: 1 ID:yi5gRcpY6u83SB_ZNV2MgMy912F-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 31 4 2 3-5-11 3-5-11 3-5-11 6-11-6 6-11-63-5-113-2-3Scale = 1:28.9 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 0.35 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 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 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=149/6-11-6, 3=149/6-11-6, 4=201/6-11-6 Max Uplift 1=-37 (LC 4), 3=-37 (LC 4) Max Grav 1=174 (LC 7), 3=174 (LC 7), 4=210 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-104/38, 2-3=-104/38 BOT CHORD 1-4=-9/32, 3-4=-9/32 WEBS 2-4=-132/24 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 37 lb uplift at joint 1 and 37 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274040V28Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:45 Page: 1 ID:jndYGzJuDoR5UfCerJpDNCy911b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 1-9-11 1-9-11 1-9-11 3-7-6 3-7-61-9-111-6-3Scale = 1:22.1 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 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 (Roof Snow = 20.0)Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-P BCDL 10.0 Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=70/3-7-6, 3=70/3-7-6, 4=94/3-7-6 Max Uplift 1=-19 (LC 4), 3=-19 (LC 4) Max Grav 1=81 (LC 7), 3=81 (LC 7), 4=98 (LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-49/18, 2-3=-49/18 BOT CHORD 1-4=-4/15, 3-4=-4/15 WEBS 2-4=-62/12 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior (2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the trussonly. For studs exposed to wind (normal to the face),see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 19 lb uplift at joint1 and 19 lb uplift at joint 3. 8)This truss is designed in accordance with the 2012International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply WF64 S I49274041V29Valley11WF64 S Job Reference (optional) Timberland Home Center, Brazil, IN - 47834,Run: 8.53 S Dec 6 2021 Print: 8.530 S Dec 6 2021 MiTek Industries, Inc. Wed Dec 15 09:37:45 Page: 1 ID:jndYGzJuDoR5UfCerJpDNCy911b-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f December 16,2021 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 Field frame bottom down as req'dField frame bottom down as req'dBearing wall req'd2x4 ledgerHatch LegendBearing walls req'dLAY01LAY02LAY03LAY05LAY06LAY08LAY11LAY12LAY04LAY04LAY09LAY10HUS26A22A23A24J08J08J08J07J06J05J08J08J07J06J05J10J 0 1 J11J09J02J01J12J03J03J03J03J03J03J03AJ04J 1 3J14J13J14 HUS26D03D01D02D02D02D02D02D02D02A21A20A19A19A18A18A17A16A15A14A13A12A12A12HUS26HUS26HUS26HUS26E05E04E03E02E01F04F03F02F01J 2 9J30J30J30J30J30 A11A10A09A09A09A08A07A06A05A05A05A04A03A02HUS26A01B01B02B02B02B02B03B03B04B05B06J25J 2 4J28 J26J26J26J26J26J26J27J 2 3J11J11J11J11J11 LAY07C05C04C03C02C01J21J21J21J21J21J21J21J21J20J20J22J22J22J22J19J1 9 C05C05C06C06C06C06J16J15J18J17J17J17J17J 3 1 J31J32 J32J33V01V02V03V04V05V06V07V08V09V10V11V12V13V14V15V16V17V18V19V20V21V22V23V24V25V26V27V28V29PB01PB02PB03PB04PB05PB05PB05PB05PB05PB05PB05PB05PB05PB05PB06PB07PB08PB09PB10PB10PB10PB11PB12HHUS28-2No Soln.No Soln.NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDN AIL E D N AIL E D NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNo Soln.NAILEDNAILED12-00-00 7-11-0022-00-0016-10-0012-07-00 7-01-002-00-009-07-08 7-02-00 10-03-0815-07-0035-09-002-00-009-06-0010-00-0016-04-0822-09-005-03-001-00-0815-11-009-02-0810-03-0816-10-0820-00-0024-05-081-10-0819-11-00SHOPDRAWINGAPPROVALTHIS 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 be incorporatedinto the building design at the specification of the building designer. See individual design sheets for each truss design identified on theplacement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for theoverall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of thebuilding designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the TrussPlate Institute,583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222Floor Area: 0Roof Area: 6099.19Hip Lines: 375.71Horizontal OH: 310.18Rake OH: 47.52Valley Lines: 239.11Ridge Lines: 104.25 ftSales Rep:WF64 SSubdivision:Order #:Job Name:12/15/2021Designer:Tony LintonDate:Model:Client:WATERFRONT OF WEST CLAYLot #:64Matt BowmanOWL ASHOOPMAN HOMESWF64 S