Loading...
HomeMy WebLinkAboutTALBOTT A_B SEALED TRUSS ENGINEERING 21-255916023 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. April 9,2021 Johnson, Andrew Pages or sheets covered by this seal: I45583063 thru I45583089 My license renewal date for the state of Indiana is July 31, 2022. 21-2559 TALBOTT A/B 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. 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss A Truss Type COMMON Qty 4 Ply 1 TALBOTT A/B S Job Reference (optional) I45583063 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:21 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-AY_yi99mIwYJ06j_WZqRfUPwbRcYTZy7XPFeeUzSVw4 Scale = 1:65.3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 5x9 3x8 3x6 3x6 3x6 2x4 3x6 4x6 3x6 3x4 3x4 2x4 6x6 3x6 9-4-5 9-4-5 17-11-0 8-6-12 26-5-12 8-6-12 32-2-9 5-8-13 38-0-0 5-9-8 -1-4-8 1-4-8 8-2-6 8-2-6 15-7-3 7-4-13 23-0-0 7-4-13 30-4-4 7-4-4 38-0-0 7-7-12 39-4-8 1-4-8 0-4-08-0-03-0-04.00 12 Plate Offsets (X,Y)-- [9:0-2-11,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.61 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.42 0.03 (loc) 2-17 2-17 13 l/defl >999 >751 n/a L/d 240 180 n/a PLATES MT20 Weight: 153 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 14-16: 2x4 SPF No.2 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 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 2=0-3-8, 13=0-3-8, 11=0-3-8 Max Horz 2=26(LC 7) Max Uplift 2=-128(LC 6), 13=-169(LC 6), 11=-276(LC 9) Max Grav 2=926(LC 9), 13=2352(LC 1), 11=168(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1758/134, 3-5=-1562/149, 5-6=-458/136, 6-8=0/1170, 8-9=0/644, 9-11=-115/327 BOT CHORD 2-17=-55/1596, 15-17=0/696, 13-15=-384/121, 12-13=-718/102 WEBS 3-17=-457/143, 5-17=-28/973, 5-15=-906/162, 6-15=-55/1188, 6-13=-1821/159, 8-13=-852/142, 8-12=0/428, 9-12=-670/90 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -1-4-8 to 1-7-8, Interior(1) 1-7-8 to 20-0-0, Exterior(2R) 20-0-0 to 26-0-0, Interior(1) 26-0-0 to 36-4-8, Exterior(2E) 36-4-8 to 39-4-8; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=128, 13=169, 11=276. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss AG Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583064 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:31 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-tTbkoaH2x_ouCeUv5f?n3bpjcT1IpCXbrzgA_vzSVvw Scale = 1:59.8 Sheet Front Full Sheathing 1 Ply 7/16" x 4 x 8 Weather Logic 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 51 5253 54 55 3x6 5x6 3x10 3x6 3x4 3x4 5x6 3x6 11-8-1 11-8-1 37-3-9 25-7-8 22-3-9 22-3-9 37-3-9 15-0-0 0-1-07-6-32-6-34.00 12 Plate Offsets (X,Y)-- [7:0-2-14,0-1-8], [16:0-3-0,0-3-0], [45:0-2-9,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.52 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.09 -0.20 0.01 (loc) 1-50 1-50 47 l/defl >999 >686 n/a L/d 240 180 n/a PLATES MT20 Weight: 527 lb FT = 0% GRIP 197/144 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 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-50,49-50,48-49,47-48. REACTIONS. All bearings 25-7-8 except (jt=length) 1=0-7-1. (lb) - Max Horz 1=22(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 26, 1, 39, 40, 41, 42, 43, 44, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 Max Grav All reactions 250 lb or less at joint(s) 26, 26, 38, 39, 40, 41, 42, 43, 44, 46, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27 except 1=446(LC 8), 47=518(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-720/75, 2-3=-673/111 BOT CHORD 1-50=-42/646, 49-50=-42/646, 48-49=-42/646, 47-48=-42/646 WEBS 3-49=-59/366, 3-52=-786/94, 51-52=-745/76, 47-51=-775/92 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-3-9 to 3-3-8, Interior(1) 3-3-8 to 19-3-9, Exterior(2R) 19-3-9 to 25-1-3, Interior(1) 25-1-3 to 34-1-13, Exterior(2E) 34-1-13 to 37-1-13; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 1, 39, 40, 41, 42, 43, 44, 46, 47, 36, 35, 34, 33, 32, 31, 30, 29, 28, 27. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss AGR Truss Type GABLE Qty 1 Ply 2 TALBOTT A/B S Job Reference (optional) I45583065 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:38 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-ApWOGzMRH8hvYjWF?ddQr4csaHJjyCrdSYt2k?zSVvp Scale = 1:66.7Sheet Back Right Option -1-0-0 1 Ply 1/2 x 4 x8 OX 1 2 3 4 5 6 7 8 9 10 11 21 /\ 20 19 18 17 16 15 14 13 12 63 64 65 66 67 68 69 70 71 72 73 74 5x6 4x9 6x8 3x8 MT18HS4x9 4x6 4x6 6x10 12x12 4x9 8x8 4x6 4x9 4x9 6x8 6x12 MT18HS 4x9 2x8 2x82x8 2x8 2x8 2x88x8 4-0-7 4-0-7 7-9-5 3-8-15 11-6-4 3-8-15 16-10-14 5-4-10 22-1-11 5-2-14 27-4-9 5-2-14 32-7-6 5-2-14 38-0-0 5-4-10 39-0-0 1-0-0 4-0-7 4-0-7 7-9-5 3-8-15 11-6-4 3-8-15 16-10-14 5-4-10 22-1-11 5-2-14 23-1-11 1-0-0 27-4-9 4-2-14 32-7-6 5-2-14 38-0-0 5-4-10 5-3-7Plate Offsets (X,Y)-- [4:0-1-12,0-2-4], [6:0-3-8,0-2-0], [10:0-3-8,0-2-0], [13:0-3-8,0-3-0], [14:0-3-8,0-2-0], [16:0-3-0,0-5-12], [17:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.30 0.03 (loc) 14-16 14-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 684 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 15-18: 2x8 SP No.2, 12-15: 2x8 SP 2250F 1.8E WEBS 2x4 SPF Stud/No.3 *Except* 1-21,11-12,6-16,9-16,10-14,11-13: 2x4 SPF No.2 4-17: 2x4 SPF-S 1650F 1.6E OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD 2-0-0 oc purlins (4-5-15 max.): 1-11, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 21=0-3-8, 12=0-3-8, 18=0-3-8 Max Horz 21=2(LC 4) Max Uplift 21=REL, 12=-471(LC 4), 18=-1150(LC 4) Max Grav 21=294(LC 5), 12=6284(LC 1), 18=8458(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-265/59, 3-4=-228/530, 4-6=-5695/544, 6-7=-8832/853, 7-9=-8832/853, 9-10=-8940/791, 10-11=-6066/520, 11-12=-6156/497 BOT CHORD 19-20=-532/235, 18-19=-929/350, 17-18=-931/350, 16-17=-430/5695, 14-16=-678/8940, 13-14=-407/6066 WEBS 1-20=-152/266, 2-20=-276/106, 3-20=-192/713, 3-19=-656/227, 4-19=-286/652, 4-18=-6724/988, 4-17=-1041/8776, 6-17=-3056/412, 6-16=-418/4237, 7-16=-432/143, 9-14=-2246/290, 10-14=-367/3881, 10-13=-5458/488, 11-13=-621/8109 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3) 0-1-12 to 18-1-12, Exterior(2) 18-1-12 to 19-10-4, Corner(3) 19-10-4 to 37-10-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss AGR Truss Type GABLE Qty 1 Ply 2 TALBOTT A/B S Job Reference (optional) I45583065 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:38 2021 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-ApWOGzMRH8hvYjWF?ddQr4csaHJjyCrdSYt2k?zSVvp NOTES- 11) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide metal plate or equivalent at bearing(s) 18 to support reaction shown. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=471, 18=1150. 14) "/\" indicates Released bearing: allow for upward movement at joint(s) 21. 15) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 870 lb down and 95 lb up at 25-11-4, 870 lb down and 95 lb up at 27-11-4, 870 lb down and 95 lb up at 29-11-4, 870 lb down and 95 lb up at 31-11-4, and 861 lb down and 82 lb up at 33-11-4, and 861 lb down and 82 lb up at 35-11-4 on top chord, and 936 lb down and 130 lb up at 11-11-4, 936 lb down and 130 lb up at 13-11-4, 936 lb down and 130 lb up at 15-11-4, 936 lb down and 130 lb up at 17-11-4, 936 lb down and 130 lb up at 19-11-4, and 936 lb down and 130 lb up at 21-11-4, and 910 lb down and 86 lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 18) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 16=-936(B) 15=-910 8=-870 65=-870 66=-870 67=-870 68=-861 69=-861 70=-936(B) 71=-936(B) 72=-936(B) 73=-936(B) 74=-936(B) 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss C Truss Type Roof Special Qty 2 Ply 1 TALBOTT A/B S Job Reference (optional) I45583066 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:42 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-2bmu6LQxLNBK1Kp1ETiM0wndpuoJu8CDMArFtmzSVvl Scale = 1:40.7 1 2 3 4 5 6 10 9 8 7 11 12 13 14 7x12 4x9 4x6 3x4 4x6 4x6 4x6 3x4 2x8 0-3-8 0-3-8 7-4-0 7-0-8 14-8-0 7-4-0 -2-5-4 2-5-4 0-3-8 0-3-8 7-4-0 7-0-8 14-8-0 7-4-0 16-6-8 1-10-8 1-9-43-2-17-10-72-2-05-3-74.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-3,Edge], [7:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.49 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.14 0.02 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-11: 2x4 SPF No.2, 5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS. (size) 7=0-3-8, 12=0-3-0 Max Horz 12=-286(LC 6) Max Uplift 7=-187(LC 6), 12=-161(LC 6) Max Grav 7=706(LC 10), 12=921(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=0/395, 2-11=0/395, 5-7=-674/211, 2-3=-277/0, 3-5=-1305/97 BOT CHORD 8-10=0/1254 WEBS 3-10=-990/178, 5-8=0/1061, 2-12=-947/160 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -2-5-4 to 0-5-4, Interior(1) 0-5-4 to 13-6-8, Exterior(2E) 13-6-8 to 16-6-8; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 7, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=187, 12=161. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss C1 Truss Type Roof Special Qty 5 Ply 1 TALBOTT A/B S Job Reference (optional) I45583067 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:42 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-2bmu6LQxLNBK1Kp1ETiM0wndmuoGu8sDMArFtmzSVvl Scale = 1:40.7 1 2 3 4 5 9 8 7 6 10 11 12 13 7x12 4x6 4x9 4x6 3x4 4x6 4x6 3x4 2x8 0-3-8 0-3-8 7-4-0 7-0-8 14-8-0 7-4-0 -2-5-4 2-5-4 0-3-8 0-3-8 7-4-0 7-0-8 14-8-0 7-4-0 1-9-43-2-17-10-72-2-05-3-74.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-3,Edge], [6:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.42 0.50 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.15 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-10: 2x4 SPF No.2, 5-6: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS. (size) 6=0-3-8, 11=0-3-0 Max Horz 11=-252(LC 6) Max Uplift 6=-93(LC 6), 11=-180(LC 6) Max Grav 6=575(LC 12), 11=930(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=0/409, 2-10=0/409, 2-3=-277/0, 3-5=-1352/131, 5-6=-539/129 BOT CHORD 7-9=-31/1308 WEBS 3-9=-1033/224, 5-7=-19/1110, 2-11=-956/179 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -2-5-4 to 0-5-4, Interior(1) 0-5-4 to 11-5-4, Exterior(2E) 11-5-4 to 14-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 6, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 11=180. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss CG Truss Type Roof Special Supported Gable Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583068 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:43 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-WnJGJhQa6gJBfUODoADbY7JqeIArdhEMbqapPDzSVvk Scale = 1:38.0 Sheet Back Full Sheathing 1 Ply 7/16" x 4 x 8 Weather Logic 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 3x4 4x6 3x4 3x4 3x4 5x6 0-3-8 0-3-8 14-8-0 14-4-8 0-3-8 0-3-8 14-8-0 14-4-8 1-10-86-6-145-3-71-8-35-3-74.00 12 4.00 12 Plate Offsets (X,Y)-- [21:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.35 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 106 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* 1-25: 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 *Except* 1-26: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-8-0. (lb) - Max Horz 25=-269(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 25, 24, 23, 19, 18, 17 except 14=-107(LC 13), 21=-144(LC 6), 15=-480(LC 6) Max Grav All reactions 250 lb or less at joint(s) 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 except 14=346(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-269/94 BOT CHORD 24-25=-109/283, 23-24=-109/285, 22-23=-109/285, 21-22=-109/284, 20-21=-102/269, 19-20=-102/269, 18-19=-102/269, 17-18=-102/270, 16-17=-100/266, 15-16=-106/282 WEBS 12-15=-125/258 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-3-8 to 3-3-8, Exterior(2N) 3-3-8 to 11-5-4, Corner(3E) 11-5-4 to 14-5-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Bearing at joint(s) 25, 24, 23, 22 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 100 lb uplift at joint(s) 25, 24, 23, 19, 18, 17 except (jt=lb) 14=107, 21=144, 15=480. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss D Truss Type Roof Special Qty 3 Ply 1 TALBOTT A/B S Job Reference (optional) I45583069 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:44 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-_ztfX0RCt_R2GezPMukq5LsyXiT2M2wWqUKMxfzSVvj Scale = 1:35.8 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 4x6 4x8 MT18HS 3x6 4x9 2x4 4x9 4x12 0-3-9 0-3-9 7-4-0 7-0-7 14-8-0 7-4-0 -2-5-4 2-5-4 7-4-0 7-4-0 14-8-0 7-4-0 16-6-8 1-10-8 1-8-92-6-157-2-101-6-34-8-54.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.54 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.23 0.04 (loc) 8 8-10 7 l/defl >999 >727 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 75 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 *Except* 2-10,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 3-7 REACTIONS. (size) 10=0-5-8, 7=0-3-8 Max Horz 10=-215(LC 6) Max Uplift 10=-165(LC 6), 7=-183(LC 6) Max Grav 10=925(LC 10), 7=702(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-545/253, 2-3=-335/84, 3-5=-477/61 BOT CHORD 5-7=-554/199, 8-10=0/1614, 7-8=0/1594 WEBS 3-10=-1267/259, 3-8=0/277, 3-7=-1296/25 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -2-5-4 to 0-6-12, Interior(1) 0-6-12 to 13-6-8, Exterior(2E) 13-6-8 to 16-6-8; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=165, 7=183. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss D1 Truss Type Roof Special Qty 4 Ply 1 TALBOTT A/B S Job Reference (optional) I45583070 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:45 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:G2Wm5??bUMX2L6sEXggVbPzOBV_-TAR1kMSqeIZvuoYcwbF3dYP5N6oh5Tbf383wT5zSVvi Scale = 1:37.2 1 2 3 4 5 9 8 7 6 10 11 12 4x6 4x6 4x6 4x6 3x6 4x12 2x4 4x9 0-3-9 0-3-9 7-4-0 7-0-7 14-8-0 7-4-0 -2-5-4 2-5-4 7-4-0 7-4-0 14-8-0 7-4-0 1-8-92-6-157-2-101-6-34-8-54.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.58 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.27 0.05 (loc) 7 6-7 6 l/defl >999 >625 n/a L/d 240 180 n/a PLATES MT20 Weight: 71 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-9: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 3-6 REACTIONS. (size) 6=0-3-8, 9=0-5-8 Max Horz 9=-215(LC 6) Max Uplift 6=-92(LC 6), 9=-178(LC 6) Max Grav 6=570(LC 12), 9=945(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-538/249, 2-3=-325/83, 3-5=-319/101, 5-6=-320/119 BOT CHORD 7-9=-78/1779, 6-7=-84/1761 WEBS 3-9=-1436/348, 3-7=0/290, 3-6=-1606/72 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -2-5-4 to 0-6-12, Interior(1) 0-6-12 to 11-6-4, Exterior(2E) 11-6-4 to 14-6-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 6, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 9=178. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss E Truss Type Roof Special Qty 4 Ply 1 TALBOTT A/B S Job Reference (optional) I45583071 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:47 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-PYZn92T4Avpd75i_10IXizUSbvWUZJjyWSY0Y_zSVvg Scale = 1:42.4 1 2 3 4 8 7 6 5 9 10 3x10 2x8 7x12 3x4 3x4 2x4 5x6 7-3-10 7-3-10 14-5-0 7-1-7 -2-8-4 2-8-4 7-3-10 7-3-10 14-5-0 7-1-7 6-11-117-10-72-2-04.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.43 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=Mechanical, 5=0-3-8 Max Horz 8=-89(LC 6) Max Uplift 8=-246(LC 6), 5=-35(LC 6) Max Grav 8=956(LC 10), 5=563(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-566/222, 3-4=-651/23, 4-5=-502/70 BOT CHORD 6-8=0/538 WEBS 3-8=-627/120, 4-6=0/484 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -2-8-4 to 0-2-12, Interior(1) 0-2-12 to 11-3-4, Exterior(2E) 11-3-4 to 14-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 100 lb uplift at joint(s) 5 except (jt=lb) 8=246. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss E1 Truss Type Roof Special Qty 2 Ply 1 TALBOTT A/B S Job Reference (optional) I45583072 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:47 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-PYZn92T4Avpd75i_10IXizUSQvWTZKtyWSY0Y_zSVvg Scale = 1:42.1 1 2 3 4 8 7 6 5 9 10 3x10 2x8 7x12 3x4 3x4 2x4 5x6 7-2-8 7-2-8 14-5-0 7-2-8 -2-8-4 2-8-4 7-2-8 7-2-8 14-5-0 7-2-8 6-11-07-9-122-1-54.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-3-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.43 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.11 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=Mechanical, 5=0-3-8 Max Horz 8=-89(LC 6) Max Uplift 8=-245(LC 6), 5=-35(LC 6) Max Grav 8=956(LC 10), 5=563(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-562/221, 3-4=-656/22, 4-5=-500/71 BOT CHORD 6-8=0/542 WEBS 3-8=-634/120, 4-6=0/481 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) -2-8-4 to 0-2-12, Interior(1) 0-2-12 to 11-3-4, Exterior(2E) 11-3-4 to 14-3-4; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 100 lb uplift at joint(s) 5 except (jt=lb) 8=245. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss EG Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583073 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:48 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-tl79NOUixDxUlFHAbkpmFB0ffJvXIy35l6Ia4QzSVvf Scale: 1/2"=1' Sheet Front Full Sheathing 1 Ply 7/16" x 4 x 8 Weather Logic 1 2 3 4 5 6 7 12 11 10 9 8 13 3x4 11-8-0 11-8-0 13-6-8 1-10-8 0-2-34-8-64-0-144.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.25 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.01 0.00 (loc) 7 7 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 lb FT = 0% GRIP 197/144 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. All bearings 11-8-0. (lb) - Max Horz 1=127(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 10 except 8=-237(LC 6), 9=-121(LC 8), 11=-214(LC 12), 12=-268(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 10, 11 except 8=383(LC 9), 12=621(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=-378/267 WEBS 2-12=-442/328 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Corner(3E) 0-4-3 to 3-4-3, Exterior(2N) 3-4-3 to 10-4-0, Corner(3E) 10-4-0 to 13-6-8; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) 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 100 lb uplift at joint(s) 1, 10 except (jt=lb) 8=237, 9=121, 11=214, 12=268. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V1 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583074 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:50 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-p7Fwn4WzTqCC_ZRZi8rEKc6007Z4ms5OCQnh9JzSVvd Scale = 1:28.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 3x4 3x4 5x6 15-9-12 15-9-12 15-9-12 15-9-12 5-3-44.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.34 0.37 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 65 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-7: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-9-12. (lb) - Max Horz 1=60(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 12, 13, 14, 15, 18 except 17=-166(LC 8) Max Grav All reactions 250 lb or less at joint(s) 10, 1, 11, 12, 13, 14, 15, 17 except 18=547(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-18=-390/158 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 12-8-0, Exterior(2E) 12-8-0 to 15-8-0; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 12, 13, 14, 15, 18 except (jt=lb) 17=166. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V2 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583075 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:12:35 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-?nTxET3BsfspuUNDr59nf5TgXGtGpCx0YwAZECzSVuw Scale = 1:33.0 1 2 3 4 5 9 8 7 6 10 11 12 3x4 2x4 2x43x4 3x6 2x4 2x4 2x4 2x4 15-5-15 15-5-15 15-5-15 15-5-15 5-2-04.00 12 Plate Offsets (X,Y)-- [8:0-2-6,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.47 0.52 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-5-15. (lb) - Max Horz 1=58(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 1, 7, 9 Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 7=398(LC 8), 9=558(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-340/82, 2-9=-412/148 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 12-4-3, Exterior(2E) 12-4-3 to 15-4-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7, 9. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V3 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583076 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:13:14 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-MHJgQoXfgenH3TsidoMxkJaOP_HOSrilWU776RzSVuJ Scale = 1:27.2 1 2 3 4 7 6 5 8 9 10 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-5-15 13-5-15 4-6-04.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.14 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 197/144 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. All bearings 13-5-15. (lb) - Max Horz 1=48(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=455(LC 8), 7=419(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-379/109, 2-7=-313/129 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 10-4-3, Exterior(2E) 10-4-3 to 13-4-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V4 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583077 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:13:19 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-iF7ZTVboVAPaAEkgQLx6RNI9r?ub65QUgmqunfzSVuE Scale = 1:23.1 1 2 3 5 4 6 7 8 3x4 2x4 2x42x4 2x4 11-5-15 11-5-15 3-10-04.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.52 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=11-5-15, 4=11-5-15, 5=11-5-15 Max Horz 1=56(LC 6) Max Uplift 1=-32(LC 6), 4=-20(LC 6), 5=-160(LC 6) Max Grav 1=223(LC 8), 4=110(LC 8), 5=710(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-558/226 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 7-1-4, Exterior(2R) 7-1-4 to 11-4-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=160. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V5 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583078 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:13:26 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-?b2DxvgBsKIaVJm0KJZlDr4M_qLKFGgWHM1mXlzSVu7 Scale = 1:19.6 1 2 3 5 4 6 7 8 2x4 2x4 2x42x4 2x4 9-5-15 9-5-15 3-2-04.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.26 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 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. (size) 1=9-5-15, 4=9-5-15, 5=9-5-15 Max Horz 1=59(LC 6) Max Uplift 1=-23(LC 6), 4=-38(LC 6), 5=-157(LC 6) Max Grav 1=166(LC 8), 4=158(LC 8), 5=561(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-448/208 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 5-1-4, Exterior(2R) 5-1-4 to 9-4-3; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=157. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V6 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583079 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:13:32 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-qlPUCylxRA2jEEEAhZg9T6KQyEQ0f_SPfHU4kOzSVu1 Scale = 1:15.8 1 2 3 5 4 2x4 2x4 2x42x4 2x4 7-5-15 7-5-15 2-6-04.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.17 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 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. (size) 1=7-5-15, 4=7-5-15, 5=7-5-15 Max Horz 1=51(LC 6) Max Uplift 4=-45(LC 6), 5=-148(LC 6) Max Grav 1=82(LC 8), 4=172(LC 8), 5=460(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-377/198 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=148. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V7 Truss Type Valley Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583080 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:13:38 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-fvmlS?pi10oty9hJ1qnZiNaRefQY3jEH2DxOx2zSVtx Scale = 1:12.3 1 2 3 2x4 2x4 2x4 5-5-15 5-5-15 1-10-04.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-5-15, 3=5-5-15 Max Horz 1=40(LC 6) Max Uplift 1=-69(LC 6), 3=-82(LC 6) Max Grav 1=243(LC 8), 3=243(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V8 Truss Type Valley Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583081 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:13:43 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-?saeVjtrrYRA2wZHqNNkPRHMVgBnk_U1BVe9cGzSVts Scale = 1:8.6 1 2 3 2x4 2x4 2x4 3-5-15 3-5-15 1-2-04.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-15, 3=3-5-15 Max Horz 1=23(LC 6) Max Uplift 1=-39(LC 6), 3=-46(LC 6) Max Grav 1=125(LC 8), 3=125(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V9 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583082 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:13:48 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-MqNXYQx_g43S8iSEdxzv6U?CShsPPEnmLnMwITzSVtn Scale = 1:28.1 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 3x4 3x4 13-9-2 13-9-2 17-1-2 3-4-0 13-9-2 13-9-2 17-1-2 3-4-0 4-5-144-0-15-2-94.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.20 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 78 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-13: 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. All bearings 17-1-2. (lb) - Max Horz 1=74(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 15, 16, 18, 19, 20, 22, 23, 24, 25 Max Grav All reactions 250 lb or less at joint(s) 1, 17, 14, 15, 16, 18, 19, 20, 22, 23, 24 except 25=370(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-25=-265/113 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 10-5-2, Exterior(2E) 10-5-2 to 13-7-6, Interior(1) 13-7-6 to 13-11-6, Exterior(2E) 13-11-6 to 16-11-6; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 15, 16, 18, 19, 20, 22, 23, 24, 25. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V10 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583083 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:52 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-lWMgCmXD_RSwEtayqZuiP1BJnwDfEmIhgkGnDBzSVvb Scale = 1:32.6 1 2 3 4 5 9 8 7 6 10 11 12 3x4 2x4 2x43x4 3x6 2x4 2x4 2x4 2x4 15-3-14 15-3-14 15-3-14 15-3-14 5-1-54.00 12 Plate Offsets (X,Y)-- [8:0-2-6,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.49 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-3-14. (lb) - Max Horz 1=58(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 1, 7, 9 Max Grav All reactions 250 lb or less at joint(s) 6, 1 except 7=404(LC 8), 9=545(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-344/84, 2-9=-403/146 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 12-2-2, Exterior(2E) 12-2-2 to 15-2-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1, 7, 9. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V11 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583084 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:53 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-Eiw2Q5Yrllanr098OHPxyEkYpKfbzDgquO?LmezSVva Scale = 1:26.8 1 2 3 4 7 6 5 8 9 10 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-14 13-3-14 4-5-54.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.13 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 0% GRIP 197/144 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. All bearings 13-3-14. (lb) - Max Horz 1=47(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 6, 7 Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=459(LC 8), 7=409(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-381/111, 2-7=-306/128 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 10-2-2, Exterior(2E) 10-2-2 to 13-2-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 7. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V12 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583085 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:56 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-eHcB27aj2gyLiUuj3PyeatM_CYacAYwHaLE?MyzSVvX Scale = 1:22.8 1 2 3 5 4 6 7 8 3x4 2x4 2x42x4 2x4 11-3-14 11-3-14 3-9-54.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.49 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 1=11-3-14, 4=11-3-14, 5=11-3-14 Max Horz 1=57(LC 6) Max Uplift 1=-32(LC 6), 4=-22(LC 6), 5=-160(LC 6) Max Grav 1=218(LC 8), 4=115(LC 8), 5=697(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-548/225 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 6-11-3, Exterior(2R) 6-11-3 to 11-2-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=160. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V13 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583086 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:57 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-6TAZFTbMp_4CKeTvd7Tt64uDax_jv0gQp?zYvPzSVvW Scale = 1:19.3 1 2 3 5 4 6 7 8 2x4 2x4 2x42x4 2x4 9-3-14 9-3-14 3-1-54.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.24 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=9-3-14, 4=9-3-14, 5=9-3-14 Max Horz 1=59(LC 6) Max Uplift 1=-22(LC 6), 4=-39(LC 6), 5=-157(LC 6) Max Grav 1=160(LC 8), 4=160(LC 8), 5=550(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-441/208 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 4-11-3, Exterior(2R) 4-11-3 to 9-2-2; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=157. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V14 Truss Type GABLE Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583087 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:11:59 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-2sHKg9dcLbKwZxdIkXWLCV_aNlhHNwSjHJSfzHzSVvU Scale = 1:15.5 1 2 3 5 4 2x4 2x4 2x42x4 2x4 7-3-14 7-3-14 2-5-54.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.17 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=7-3-14, 4=7-3-14, 5=7-3-14 Max Horz 1=51(LC 6) Max Uplift 4=-46(LC 6), 5=-148(LC 6) Max Grav 1=69(LC 8), 4=173(LC 8), 5=453(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-371/197 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=148. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V15 Truss Type Valley Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583088 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:12:06 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-LCCz8Yi?hlDwv0feeW8___mkWa0UW6TluvfXjNzSVvN Scale: 1"=1' 1 2 3 2x4 2x4 2x4 5-3-14 5-3-14 1-9-54.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=5-3-14, 3=5-3-14 Max Horz 1=39(LC 6) Max Uplift 1=-67(LC 6), 3=-80(LC 6) Max Grav 1=232(LC 8), 3=232(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 21-2559 Truss V16 Truss Type Valley Qty 1 Ply 1 TALBOTT A/B S Job Reference (optional) I45583089 8.430 s Mar 22 2021 MiTek Industries, Inc. Fri Apr 9 08:12:11 2021 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OSJkWgOHtYuDnzNJL9qE9YzHf4v-iA0sCFm8WHrD0oXbR3j9h1TeDboUBNiU1BMIObzSVvI Scale = 1:8.3 1 2 3 2x4 2x4 2x4 3-3-14 3-3-14 1-1-54.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 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 3-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-3-14, 3=3-3-14 Max Horz 1=21(LC 6) Max Uplift 1=-36(LC 6), 3=-43(LC 6) Max Grav 1=115(LC 8), 3=115(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; C-C Exterior(2E); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=20.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. April 9,2021 06/15/21 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the platewidth measured perpendicularto slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamicor other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside" 16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1" 4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering System General 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. 6-4-8 WEBS Trusses are designed for wind loads in the plane of thetruss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1section 6.3 These truss designs rely on lumber valuesestablished by others.dimensions shown in ft-in-sixteenths06/15/21