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HomeMy WebLinkAboutTruss engineering16023 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 ProBuild (CarterLee Bldg Components). May 13,2019 Liu, Xuegang Pages or sheets covered by this seal: I37061750 thru I37061804 My license renewal date for the state of Indiana is July 31, 2020. B19901503 Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: McKenzie 234 Bridgemont 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss AG01 Truss Type ATTIC GIRDER Qty 2 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061750 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:39 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-685oLGt9LVy8neL0s1d4HDjWs4tRI2UVq4Sd5bzGyoM Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 21 6x8 6x10 8x10 8x16 10x10 12x12 10x10 12x12 5x8 4x6 2x4 5x8 8x8 3x8 4x6 3x8 4x6 12-9-0 8-1-142-6-0 2-6-0 4-2-0 1-8-0 5-1-4 0-11-4 18-1-12 13-0-8 23-3-0 5-1-4 -1-2-8 1-2-8 2-6-0 2-6-0 4-2-0 1-8-0 5-1-4 0-11-4 7-8-2 2-6-14 8-6-6 0-10-4 9-7-10 1-1-4 13-7-6 3-11-12 14-8-10 1-1-4 15-6-14 0-10-4 18-1-12 2-6-14 20-9-0 2-7-4 23-3-0 2-6-0 24-5-8 1-2-8 1-7-611-3-01-7-611-3-012.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-6], [4:0-1-12,0-1-12], [4:0-5-0,Edge], [5:0-1-12,0-1-12], [6:0-5-8,0-3-0], [7:0-7-8,0-3-0], [8:0-1-12,0-1-12], [9:0-5-0,Edge], [11:0-0-0,0-2-2], [14:0-3-8,0-6-0], [16:0-3-8,0-6-0], [20:0-1-12,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.96 0.46 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.31 -0.52 0.02 0.08 (loc) 14-16 14-16 11 14-16 l/defl >875 >535 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 506 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x8 SP 2400F 2.0E *Except* 6-7: 2x6 SPF No.2 BOT CHORD onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-16,9-14,5-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-8 REACTIONS. (lb/size) 2=6332/0-3-8, 11=5565/0-3-8 Max Horz 2=-244(LC 3) Max Uplift 2=-14(LC 5), 11=-15(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6818/0, 3-4=-6877/0, 4-5=-2935/78, 5-6=0/1327, 6-7=0/2367, 7-8=0/1235, 8-9=-3011/79, 9-10=-6674/0, 10-11=-5803/0 BOT CHORD 2-17=-113/4271, 16-17=-115/4266, 14-16=-17/3611, 13-14=0/3585, 11-13=0/3617 WEBS 4-16=-62/5530, 9-14=-60/5130, 5-18=-5994/113, 18-19=-5981/112, 8-19=-6020/112, 6-18=-24/309, 7-19=0/351, 3-17=-590/357, 10-13=-1554/64, 10-14=-134/251, 3-16=-1190/168 NOTES- 1) 2-ply truss to be connected together with 16d (0.131"x 3.5") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x6 - 2 rows staggered at 0-9-0 oc clinched. Bottom chords connected as follows: 1 1/2x11 7/8 - 3 rows staggered at 0-4-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-18, 18-19, 8-19; Wall dead load (5.0psf) on member(s).4-16, 9-14 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3037 lb down and 70 lb up at 4-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss AG01 Truss Type ATTIC GIRDER Qty 2 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061750 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:39 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-685oLGt9LVy8neL0s1d4HDjWs4tRI2UVq4Sd5bzGyoM NOTES- 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-5=-90, 5-6=-80, 6-7=-80, 7-8=-80, 8-9=-90, 9-12=-80, 2-16=-20, 14-16=-370(F=-250), 11-14=-330(F=-310), 5-8=-10 Drag: 4-16=-10, 9-14=-10 Concentrated Loads (lb) Vert: 21=-3037(B) 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss AT01 Truss Type Attic Qty 15 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061751 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-aKfAZctn5p4?OovCQl8JpQGmZUEW1Y?f3kBBd1zGyoL Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 6x6 6x8 3x6 10x10 2x4 2x4 10x10 3x6 3x4 3x4 6x6 6x6 4x6 2x4 2x4 2x4 2x4 2x4 12-9-0 8-1-141-0-05-1-4 5-1-4 18-1-12 13-0-8 23-3-0 5-1-4 -1-2-8 1-2-8 5-1-4 5-1-4 7-8-2 2-6-14 8-3-14 0-7-12 9-7-10 1-3-12 13-7-6 3-11-12 14-11-2 1-3-12 15-6-14 0-7-12 18-1-12 2-6-14 23-3-0 5-1-4 24-5-8 1-2-8 1-7-611-3-01-7-611-3-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [5:0-3-8,0-3-0], [6:0-5-8,0-3-0], [9:0-3-4,0-1-12], [12:0-4-12,0-5-0], [13:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.40 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.41 0.03 0.10 (loc) 12-13 12-13 11 13-14 l/defl >999 >678 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-7,2-14,9-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (lb/size) 14=1613/0-3-8, 11=1613/0-3-8 Max Horz 14=214(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1634/0, 3-4=-1026/58, 4-5=0/252, 5-6=0/432, 7-8=-1026/58, 8-9=-1634/0, 2-14=-1559/0, 9-11=-1559/0 BOT CHORD 13-14=-220/306, 12-13=0/981, 11-12=-10/267 WEBS 3-13=0/670, 8-12=0/671, 4-15=-1378/29, 15-16=-1352/28, 7-16=-1356/27, 2-13=-20/742, 9-12=-31/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-15, 15-16, 7-16; Wall dead load (5.0psf) on member(s).3-13, 8-12 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss AT02 Truss Type ATTIC Qty 5 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061752 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-2WDYmyuPs7Cs0xUO_SfYMepxbuaVm?xoIOxkATzGyoK Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 6x6 6x8 3x6 10x10 2x4 2x4 10x10 3x6 3x4 3x4 6x6 8x8 4x6 2x4 2x4 2x4 2x4 2x4 12-9-0 8-1-141-0-05-1-4 5-1-4 18-1-12 13-0-8 23-3-0 5-1-4 -0-4-8 0-4-8 5-1-4 5-1-4 7-8-2 2-6-14 8-3-14 0-7-12 9-7-10 1-3-12 13-7-6 3-11-12 14-11-2 1-3-12 15-6-14 0-7-12 18-1-12 2-6-14 23-3-0 5-1-4 1-7-611-3-01-7-611-3-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-12], [5:0-3-8,0-3-0], [6:0-5-8,0-3-0], [11:0-4-12,0-5-0], [12:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.42 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.41 0.03 0.10 (loc) 11-12 11-12 10 12-13 l/defl >999 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 11-12: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-7,2-13,9-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (lb/size) 13=1560/0-3-8, 10=1527/0-3-8 Max Horz 13=216(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1641/0, 3-4=-1031/60, 4-5=0/255, 5-6=0/436, 7-8=-1032/60, 8-9=-1633/0, 2-13=-1506/0, 9-10=-1470/0 BOT CHORD 12-13=-227/294, 11-12=0/988 WEBS 3-12=0/674, 8-11=0/666, 4-14=-1397/36, 14-15=-1372/36, 7-15=-1377/35, 2-12=-26/731, 9-11=-27/778 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-14, 14-15, 7-15; Wall dead load (5.0psf) on member(s).3-12, 8-11 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Attic room checked for L/360 deflection. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE01 Truss Type GABLE Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061753 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:42 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Xjnx_Iv1dQKje53bYAAnvrL62Iw_VSVyX2gHiwzGyoJ Scale = 1:66.9 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 6x6 6x8 2x4 3x6 10x10 2x4 2x4 10x10 3x6 3x4 3x4 6x6 6x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-9-0 8-1-141-0-05-1-4 5-1-4 18-1-12 13-0-8 23-3-0 5-1-4 -1-2-8 1-2-8 5-1-4 5-1-4 7-8-2 2-6-14 8-3-14 0-7-12 9-7-10 1-3-12 13-7-6 3-11-12 14-11-2 1-3-12 15-6-14 0-7-12 18-1-12 2-6-14 23-3-0 5-1-4 24-5-8 1-2-8 1-7-611-3-01-7-611-3-012.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-12], [5:0-3-8,0-3-0], [6:0-5-8,0-3-0], [9:0-3-4,0-1-12], [12:0-4-12,0-5-0], [13:0-4-12,0-5-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.65 0.40 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.41 0.03 0.10 (loc) 12-13 12-13 11 13-14 l/defl >999 >678 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 lb FT = 20% GRIP 137/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 5-6: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-13: onCENTER® AFL 2.1E 1 1/2" x 11 7/8" WEBS 2x4 SPF-S Stud *Except* 4-7,2-14,9-11: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 9-9-10 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (lb/size) 14=1613/0-3-8, 11=1613/0-3-8 Max Horz 14=214(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1634/0, 3-4=-1026/58, 4-5=0/252, 5-6=0/432, 7-8=-1026/58, 8-9=-1634/0, 2-14=-1559/0, 9-11=-1559/0 BOT CHORD 13-14=-220/306, 12-13=0/981, 11-12=-10/267 WEBS 3-13=0/670, 8-12=0/671, 4-15=-1378/29, 15-16=-1352/28, 7-16=-1356/27, 2-13=-20/742, 9-12=-31/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 3-4, 7-8, 4-15, 15-16, 7-16; Wall dead load (5.0psf) on member(s).3-13, 8-12 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-13 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for L/360 deflection. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061754 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?vLJBewfOkSaFFen5th0R3uMUiKiEzL5liQrEMzGyoI Scale = 1:66.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6 4x6 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-10-0 16-10-0 -1-2-8 1-2-8 8-5-0 8-5-0 16-10-0 8-5-0 18-0-8 1-2-8 1-7-610-0-61-7-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.35 0.18 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS. All bearings 16-10-0. (lb) - Max Horz 29=245(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 29=-205(LC 4), 16=-190(LC 5), 28=-196(LC 5), 17=-186(LC 4) Max Grav All reactions 250 lb or less at joint(s) 29, 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 except 22=367(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-26/315, 7-8=-33/336, 8-9=-33/336, 9-10=-26/315 WEBS 8-22=-410/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except (jt=lb) 29=205, 16=190, 28=196, 17=186. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE03 Truss Type Monopitch Structural Gable Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061755 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?vLJBewfOkSaFFen5th0R3uJgiELEz05liQrEMzGyoI Scale = 1:95.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3130 4x6 3x8 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-10-8 8-10-8 17-5-0 8-6-8 17-5-0 17-5-0 1-4-1115-10-1415-10-104-3-410.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.53 0.52 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 30-31: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 13-16,12-17,11-18,10-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-17, 11-18, 10-19 2 Rows at 1/3 pts 14-15 JOINTS 1 Brace at Jt(s): 30 REACTIONS. All bearings 17-5-0. (lb) - Max Horz 29=441(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 29, 15, 16, 17, 18, 19, 20, 21, 23 except 25=-148(LC 6), 28=-662(LC 6) Max Grav All reactions 250 lb or less at joint(s) 15, 22, 16, 17, 18, 19, 20, 21, 23, 24, 25, 26, 27, 28 except 29=861(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-29=-572/40, 1-2=-695/62, 2-3=-472/43, 3-4=-438/39, 4-5=-457/41, 5-6=-352/40, 6-7=-346/34, 7-8=-288/34 WEBS 2-28=-109/334 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 15, 16, 17, 18, 19, 20, 21, 23 except (jt=lb) 25=148, 28=662. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 15, 22, 16, 17, 18, 19, 20, 21, 23, 24, 25, 26, 27, 28. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE04 Truss Type Monopitch Structural Gable Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061756 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-T5uhO_wH92aRtPDzfaCF_GRbY5hHzPnF_M9OmozGyoH Scale = 1:104.1 12 3 4 5 6 7 89 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3231 2x4 3x6 3x4 2x4 2x43x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 17-5-0 17-5-0 17-5-0 17-5-0 1-4-1115-10-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.07 0.03 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 15-16: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 14-17,13-18,12-19,11-20,10-21,8-22: 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 9-1-1 oc bracing. WEBS 1 Row at midpt 17-31, 13-18, 12-19, 11-20, 10-21, 8-22 2 Rows at 1/3 pts 15-16 JOINTS 1 Brace at Jt(s): 31 REACTIONS. All bearings 17-5-0. (lb) - Max Horz 30=441(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28 except 29=-447(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28, 29 except 30=760(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-740/56, 1-2=-559/53, 2-3=-516/48, 3-4=-468/44, 4-5=-424/41, 5-6=-380/37, 6-7=-334/33, 7-8=-291/35 BOT CHORD 29-30=-424/37 WEBS 1-29=-50/578 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 16, 17, 18, 19, 20, 21, 22, 23, 25, 26, 27, 28 except (jt=lb) 29=447. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE05 Truss Type GABLE Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061757 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xIS3cKxvwLiIVZoADIjUWUzgoVuPioIOD0vyJEzGyoG Scale = 1:68.7 1 2 3 4 7 6 5 27 28 3x4 8x8 5x8 4x63x6 5x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 3x6 2x4 3x6 6-5-11 6-5-11 12-7-15 6-2-3 16-5-8 3-9-9 2-10-4 2-10-4 7-9-1 4-10-13 12-7-15 4-10-13 16-5-8 3-9-9 6-9-99-2-10-9-22-11-12-1-1510.00 12 Plate Offsets (X,Y)-- [2:0-0-14,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.49 0.61 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.32 0.23 0.06 (loc) 4 4-6 5 4-6 l/defl >999 >607 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 146 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x10 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,1-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 2-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (lb/size) 7=917/0-3-8, 5=848/0-3-8 Max Horz 7=-341(LC 4) Max Uplift 7=-55(LC 7), 5=-20(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-958/198, 3-4=-908/76, 4-5=-480/80 BOT CHORD 6-7=-55/267, 4-6=0/837 WEBS 2-6=-125/1020, 3-6=-745/202, 2-7=-735/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE06 Truss Type Roof Special Supported Gable Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061758 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PU0RpgyYhfq96jNMn?Fj3hWuvvMFREnXSgeVrhzGyoF Scale = 1:61.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x4 4x6 3x4 3x4 5x6 5x62x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 1-11-8 1-11-8 15-7-8 13-8-0 17-7-0 1-11-8 -0-10-8 0-10-8 8-9-8 8-9-8 17-7-0 8-9-8 18-5-8 0-10-8 1-0-109-10-21-0-101-8-012.00 12 12.00 12 Plate Offsets (X,Y)-- [17:0-0-0,0-1-12], [18:0-1-12,0-0-0], [28:0-1-12,0-0-0], [29:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.27 0.12 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 15 15 16 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 98 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 17-7-0. (lb) - Max Horz 30=-236(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18 except 30=-270(LC 4), 29=-199(LC 5) Max Grav All reactions 250 lb or less at joint(s) 16, 29, 17, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18 except 30=264(LC 5), 23=323(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-41/269, 7-8=-44/289, 8-9=-44/289, 9-10=-41/269 WEBS 8-23=-345/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18 except (jt=lb) 30=270, 29=199. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 29, 17, 23, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE07 Truss Type Monopitch Supported Gable Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061759 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-tgaq1?zASzy0ksyYKjmycv36HJjcApfhgKO2N7zGyoE Scale = 1:19.4 1 2 3 6 5 4 2x4 2x4 2x4 2x42x4 2x4 2-1-4 2-1-4 1-1-103-2-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.10 0.05 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=19/2-1-4, 4=53/2-1-4, 5=109/2-1-4 Max Horz 6=81(LC 5) Max Uplift 6=-80(LC 4), 4=-25(LC 5), 5=-100(LC 6) Max Grav 6=127(LC 5), 4=53(LC 1), 5=109(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except (jt=lb) 5=100. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE08 Truss Type Common Supported Gable Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061760 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Ls8CEL_oDG5tM0XkuQHB86bI7j3zvEdqv_7cvZzGyoD Scale = 1:57.9 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 13-3-6 13-3-6 2-10-4 2-10-4 13-3-6 10-5-2 6-9-99-2-10-5-1310.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.03 0.04 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-19: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19 REACTIONS. All bearings 13-3-6. (lb) - Max Horz 21=-224(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 21, 11, 20, 18, 17, 16, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 21, 11, 19, 20, 18, 17, 16, 15, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-294/100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 11, 20, 18, 17, 16, 15, 14, 13, 12. 8) Non Standard bearing condition. Review required. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss GE09 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061761 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Ls8CEL_oDG5tM0XkuQHB86bG3j10vGYqv_7cvZzGyoD Scale = 1:33.1 1 2 3 4 5 9 8 7 6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-7-11 6-7-11 0-0-45-6-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.17 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud 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 6-7-11. (lb) - Max Horz 1=153(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss M01 Truss Type MONOPITCH Qty 5 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061762 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-p3iaSh_Q_aDkzA5xS8oQhK8Qe6NWei7_8et9S0zGyoC Scale = 1:31.5 1 2 3 5 4 2x4 2x4 3x6 3x4 4-0-8 4-0-8 -1-2-8 1-2-8 4-0-8 4-0-8 1-7-65-7-145-4-60-3-85-7-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.15 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=315/0-3-8, 4=168/0-1-8 Max Horz 5=196(LC 6) Max Uplift 4=-122(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-278/0 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=122. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss M02 Truss Type MONOPITCH Qty 9 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061763 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-p3iaSh_Q_aDkzA5xS8oQhK8H06IOeXO_8et9S0zGyoC Scale = 1:90.6 1 2 3 4 5 8 7 6 9 10 3x4 6x16 3x6 8x8 4x6 2x4 3x6 4x6 3x4 3x4 8-10-8 8-10-8 17-8-8 8-10-0 5-9-0 5-9-0 11-0-0 5-3-0 17-8-8 6-8-8 1-4-1116-1-1316-1-99-1-124-3-410.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-7-0,Edge], [7:0-4-0,0-3-15], [8:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.79 0.48 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.56 0.68 0.10 (loc) 7-8 7-8 10 7 l/defl >997 >376 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 1 Row at midpt 5-7, 2-8, 5-10 REACTIONS. (lb/size) 8=872/Mechanical, 10=841/0-3-0 Max Horz 8=441(LC 6) Max Uplift 10=-269(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-357/107, 2-4=-1326/115, 4-5=-1730/502, 1-8=-349/100 BOT CHORD 7-8=-557/1266 WEBS 4-7=-790/398, 5-7=-723/1936, 2-8=-1348/52, 5-10=-842/270 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=269. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss M03 Truss Type MONOPITCH Qty 10 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061764 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-IFGyf1?2luLbbKg70rJfDXhSuWdeN_U7MIcj_SzGyoB Scale = 1:90.6 1 2 3 4 5 6 9 8 7 10 11 3x4 6x16 3x6 8x8 4x6 2x4 3x6 4x6 3x4 3x4 8-10-8 8-10-8 17-8-8 8-10-0 -1-2-8 1-2-8 5-9-0 5-9-0 11-0-0 5-3-0 17-8-8 6-8-8 1-4-1116-1-1316-1-99-1-124-3-410.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-7-0,Edge], [8:0-4-0,0-3-15], [9:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.48 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.56 0.67 0.10 (loc) 8-9 8-9 11 8 l/defl >997 >376 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 6-7,6-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 1 Row at midpt 6-8, 3-9, 6-11 REACTIONS. (lb/size) 9=984/0-3-8, 11=837/0-3-0 Max Horz 9=509(LC 6) Max Uplift 11=-270(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-387/169, 3-5=-1310/115, 5-6=-1721/506, 2-9=-490/187 BOT CHORD 8-9=-557/1239 WEBS 5-8=-800/402, 6-8=-728/1925, 3-9=-1294/0, 6-11=-838/271 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 9, 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=270. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss M04 Truss Type MONOPITCH Qty 8 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061765 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-mRpKsN0gWBTRDUFJZZqumlDhIw?c6YHHbyMGWuzGyoA Scale = 1:92.9 1 2 3 4 5 10 9 8 7 6 11 12 13 3x4 6x16 3x63x43x4 3x6 4x6 2x4 5x8 5x6 3x4 3x4 6-0-0 6-0-0 11-8-8 5-8-8 17-8-8 6-0-0 6-0-0 6-0-0 11-8-8 5-8-8 17-8-8 6-0-0 1-4-1116-1-139-1-1216-1-1310.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [5:0-7-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.55 0.37 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.14 0.60 0.03 (loc) 6-7 6-7 12 7-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6,4-7,5-7: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-1 oc bracing. WEBS 1 Row at midpt 2-7, 4-7, 5-7, 5-12 REACTIONS. (lb/size) 10=893/Mechanical, 12=981/0-3-0 Max Horz 10=441(LC 6) Max Uplift 12=-268(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-952/0, 2-4=-626/0, 4-5=-649/83, 1-10=-835/0 BOT CHORD 9-10=-463/127, 7-9=-231/627 WEBS 2-7=-378/173, 4-7=-494/246, 5-7=-310/1010, 1-9=0/510, 5-12=-982/268 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=268. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss M05 Truss Type Monopitch Qty 4 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061766 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-mRpKsN0gWBTRDUFJZZqumlDf8w0p6XsHbyMGWuzGyoA Scale = 1:40.7 1 2 3 5 4 3x4 3x4 8x10 5x6 7-0-0 7-0-0 -0-10-8 0-10-8 7-0-0 7-0-0 1-1-66-11-66-7-140-3-86-11-610.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.29 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 -0.00 0.10 (loc) 4-5 4-5 4 4-5 l/defl >999 >464 n/a >786 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-5: 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 8-3-12 oc bracing. REACTIONS. (lb/size) 5=427/0-3-8, 4=324/0-1-8 Max Horz 5=225(LC 6) Max Uplift 5=-16(LC 6), 4=-176(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-359/1 BOT CHORD 4-5=-465/377 WEBS 2-4=-364/457 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=176. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss PB01 Truss Type Piggyback Qty 22 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061767 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-EeNj4j1IHVbIqeqW7GL7Jym_2KQGr46Qqc5p2KzGyo9 Scale: 1"=1' 1 2 3 4 5 6 4x6 2x4 2x42x4 3-11-12 3-11-12 1-11-14 1-11-14 3-11-12 1-11-14 0-5-31-10-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=96/2-10-6, 4=96/2-10-6, 6=78/2-10-6 Max Horz 2=-29(LC 4) Max Uplift 2=-17(LC 6), 4=-19(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss PBE01 Truss Type Piggyback Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061768 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-EeNj4j1IHVbIqeqW7GL7Jym_2KQGr46Qqc5p2KzGyo9 Scale: 1"=1' 1 2 3 4 5 6 4x6 2x4 2x42x4 3-11-12 3-11-12 1-11-14 1-11-14 3-11-12 1-11-14 0-5-31-10-60-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-7-3 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.04 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 4 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=96/2-10-6, 4=96/2-10-6, 6=78/2-10-6 Max Horz 2=-29(LC 4) Max Uplift 2=-17(LC 6), 4=-19(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T01 Truss Type Roof Special Qty 2 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061769 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-iqx5H31x2pj9SnPihztMrAIyGkZ8aNYZ3GrNbnzGyo8 Scale = 1:56.4 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 3x4 4x6 4x6 6x6 3x46x8 5x6 4x6 5x12 5x12 3x6 3x6 3x8 3x8 3x12 3x12 2-7-3 2-7-3 4-10-14 2-3-11 7-7-0 2-8-2 10-3-11 2-8-11 13-3-14 3-0-3 16-2-5 2-10-7 19-2-8 3-0-3 2-7-3 2-7-3 4-10-14 2-3-11 7-7-0 2-8-2 10-3-11 2-8-11 13-3-14 3-0-3 16-2-5 2-10-7 19-2-8 3-0-3 1-2-05-10-68-9-01-2-84-7-1412.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-1-8], [10:0-3-8,0-1-8], [11:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.84 0.88 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.79 0.72 0.21 (loc) 12 12 9 12 l/defl >572 >286 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 9-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-16,8-9,2-15,3-13,5-12,6-11,7-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-3-10 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-8-7 oc bracing: 14-15. REACTIONS. (lb/size) 16=946/0-3-0, 9=946/0-3-8 Max Horz 16=172(LC 5) Max Uplift 16=-5(LC 7), 9=-88(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-961/174, 1-2=-2798/428, 2-3=-4346/569, 3-4=-1683/210, 4-5=-1710/206, 5-6=-4397/431, 6-7=-4051/382, 7-8=-2458/229, 8-9=-879/99 BOT CHORD 15-16=-256/162, 14-15=-588/2675, 13-14=-391/2736, 12-13=-414/4417, 11-12=-357/4051, 10-11=-225/2458 WEBS 1-15=-285/2129, 2-15=-682/131, 2-14=-62/1272, 3-14=-388/2474, 3-13=-1735/349, 4-13=-231/2078, 5-13=-3446/363, 6-12=-98/364, 6-11=-422/79, 7-11=-160/1672, 7-10=-726/107, 8-10=-216/2450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T02 Truss Type Roof Special Qty 2 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061770 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-A0VTVP2Zo6r04x_uFhObONrBL7vWJnzjHvaw7DzGyo7 Scale = 1:56.4 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 4x6 4x6 6x6 2x46x8 5x6 4x6 5x12 6x8 2x4 3x12 5x12 2-7-3 2-7-3 4-10-14 2-3-11 7-7-0 2-8-2 8-7-11 1-0-11 13-9-5 5-1-11 19-2-8 5-5-3 2-7-3 2-7-3 4-10-14 2-3-11 7-7-0 2-8-2 8-7-11 1-0-11 13-9-5 5-1-11 19-2-8 5-5-3 1-2-07-6-68-9-02-10-84-7-1412.00 12 12.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.87 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.47 0.52 0.16 (loc) 10-11 10-11 8 11 l/defl >963 >483 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-12,2-11,3-11,4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-4 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 7-2-10 oc bracing. REACTIONS. (lb/size) 13=946/0-3-0, 8=946/0-3-8 Max Horz 13=212(LC 5) Max Uplift 8=-128(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-961/187, 1-2=-2797/457, 2-3=-4348/715, 3-4=-1680/212, 4-5=-1702/241, 5-6=-1498/187, 6-7=-1495/186, 7-8=-894/151 BOT CHORD 12-13=-298/169, 11-12=-671/2678, 10-11=-555/2735, 9-10=-276/1687 WEBS 1-12=-305/2129, 2-12=-686/138, 2-11=-164/1272, 3-11=-520/2482, 3-10=-1734/392, 4-10=-300/2173, 5-9=-264/103, 6-9=-499/151, 7-9=-222/1620, 5-10=-1389/206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=128. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T03 Truss Type Half Hip Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061771 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-eD3rik3BZQzth5Z5oOvqwbOLzXFl2GosWZKUffzGyo6 Scale = 1:51.4 1 2 3 4 5 6 12 11 10 9 8 7 3x4 4x6 6x6 2x46x8 5x6 4x6 5x12 3x12 3x6 3x8 3x8 2-7-3 2-7-3 4-10-14 2-3-11 7-6-3 2-7-5 13-4-6 5-10-2 19-2-8 5-10-2 2-7-3 2-7-3 4-10-14 2-3-11 7-6-3 2-7-5 13-4-6 5-10-2 19-2-8 5-10-2 1-2-08-6-48-8-33-10-64-7-1412.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-1,Edge], [8:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.87 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.42 0.47 0.14 (loc) 10 10 7 10 l/defl >999 >541 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-11,2-10,3-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. REACTIONS. (lb/size) 12=946/0-3-0, 7=946/0-3-8 Max Horz 12=172(LC 5) Max Uplift 7=-92(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-960/182, 1-2=-2798/457, 2-3=-4344/624, 3-4=-1665/214, 4-5=-1216/186, 5-6=-1145/161, 6-7=-891/119 BOT CHORD 11-12=-259/151, 10-11=-637/2680, 9-10=-471/2731, 8-9=-145/1145 WEBS 1-11=-308/2131, 2-11=-687/140, 2-10=-147/1266, 3-10=-440/2482, 3-9=-1708/380, 4-9=-71/805, 5-8=-584/156, 6-8=-143/1319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T04 Truss Type Common Qty 7 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061772 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-eD3rik3BZQzth5Z5oOvqwbOMoXJl2FssWZKUffzGyo6 Scale = 1:63.3 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 4x64x6 3x4 3x8 3x8 3x4 8-10-0 8-10-0 17-8-0 8-10-0 -0-10-8 0-10-8 4-0-0 4-0-0 8-10-0 4-10-0 13-8-0 4-10-0 17-8-0 4-0-0 18-6-8 0-10-8 1-3-610-1-61-3-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.61 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.02 0.16 (loc) 8-9 8-9 8 8-9 l/defl >999 >721 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=950/0-3-8, 8=950/0-3-8 Max Horz 11=242(LC 5) Max Uplift 11=-192(LC 6), 8=-192(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-237/266, 3-4=-723/408, 4-5=-723/408, 5-6=-237/266, 2-11=-316/236, 6-8=-316/236 BOT CHORD 9-11=-184/533, 8-9=-117/533 WEBS 4-9=-469/439, 3-11=-706/103, 5-8=-706/103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=192, 8=192. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T05 Truss Type COMMON Qty 7 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061773 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-6PdDw44pKk5kJF8HM6Q3TowZJxhenlN0lD31C6zGyo5 Scale = 1:59.6 1 2 3 4 5 6 7 11 10 9 8 4x6 3x4 3x8 4x64x6 2x4 3x6 3x6 2x4 8-5-0 8-5-0 16-10-0 8-5-0 -1-2-8 1-2-8 3-9-0 3-9-0 8-5-0 4-8-0 13-1-0 4-8-0 16-10-0 3-9-0 18-0-8 1-2-8 1-7-610-0-61-7-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.50 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.01 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >820 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=935/0-3-8, 8=935/0-3-8 Max Horz 11=-245(LC 4) Max Uplift 11=-54(LC 6), 8=-54(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-663/149, 4-5=-663/149, 2-11=-283/151, 6-8=-283/151 BOT CHORD 9-11=-103/461, 8-9=0/461 WEBS 4-9=-106/391, 3-11=-712/14, 5-8=-712/14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T06 Truss Type ROOF SPECIAL Qty 9 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061774 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-abBb7Q5R51DbxPjTwpxI00TbEL?xWEG9ztpakYzGyo4 Scale = 1:67.1 1 2 3 4 7 6 5 8 9 2x4 8x8 5x8 4x63x4 5x6 6-5-11 6-5-11 12-7-15 6-2-3 16-5-8 3-9-9 2-10-4 2-10-4 7-9-1 4-10-13 12-7-15 4-10-13 16-5-8 3-9-9 6-9-99-2-10-9-22-11-12-1-1510.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.97 0.56 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.39 0.28 0.06 (loc) 4 4-6 5 4-6 l/defl >999 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x10 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,1-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (lb/size) 7=917/0-3-8, 5=848/0-3-8 Max Horz 7=-307(LC 7) Max Uplift 7=-76(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-962/107, 3-4=-912/0, 4-5=-480/64 BOT CHORD 6-7=-18/282, 4-6=0/840 WEBS 2-6=-91/1025, 3-6=-746/182, 2-7=-735/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T07 Truss Type Roof Special Qty 2 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061775 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-abBb7Q5R51DbxPjTwpxI00TiaLvUW7t9ztpakYzGyo4 Scale = 1:59.1 1 2 3 4 5 10 9 8 7 611 12 2x4 4x8 6x6 3x43x4 5x8 2x4 4x10 4x10 3x6 7-3-0 7-3-0 11-5-2 4-2-2 16-5-8 5-0-6 2-10-4 2-10-4 7-3-0 4-4-12 11-5-2 4-2-2 16-5-8 5-0-6 6-9-91-10-49-2-11-10-410.00 12 Plate Offsets (X,Y)-- [4:0-2-9,Edge], [7:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.56 0.91 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.31 0.02 0.04 (loc) 8-10 8-10 6 7-8 l/defl >999 >632 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-8,2-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-4 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10 REACTIONS. (lb/size) 6=838/0-3-8, 10=928/0-3-8 Max Horz 10=-176(LC 7) Max Uplift 6=-4(LC 7), 10=-81(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1083/151, 3-4=-1061/0, 4-5=-1735/1, 5-6=-766/45 BOT CHORD 7-8=-3/1779 WEBS 2-8=-151/1152, 3-8=-374/197, 4-8=-1120/70, 4-7=-530/46, 5-7=0/1717, 2-10=-719/101 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T08 Truss Type Roof Special Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061776 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-3ol_Km53sLLSYZHfUXSXYD0oylIiFf1ICXY8G_zGyo3 Scale = 1:59.1 1 2 3 4 8 7 6 5 2x4 4x6 4x10 2x43x6 4x8 3x8 4x8 9-0-5 9-0-5 16-5-8 7-5-3 2-10-4 2-10-4 9-0-5 6-2-1 16-5-8 7-5-3 6-9-93-10-49-2-13-10-410.00 12 Plate Offsets (X,Y)-- [3:0-5-0,0-1-14], [6:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.84 0.72 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.48 0.02 0.02 (loc) 6-8 6-8 5 6-8 l/defl >999 >405 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-8,3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-15 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 3-8 REACTIONS. (lb/size) 5=808/0-3-8, 8=808/0-3-8 Max Horz 8=-115(LC 4) Max Uplift 5=-37(LC 5), 8=-72(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-296/59, 3-4=-974/0, 4-5=-750/67 BOT CHORD 6-8=-2/983 WEBS 2-8=-306/91, 3-6=-273/113, 4-6=0/1025, 3-8=-956/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 = 8% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 8. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T09 Truss Type Common Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061777 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-X_IMY66hdfTJAiss1Ezm5RY4w8jc_BISRBIhoRzGyo2 Scale = 1:56.4 1 2 3 4 7 6 58 9 2x4 4x8 8x8 4x8 2x4 3x6 6-5-7 6-5-7 12-10-15 6-5-7 2-10-4 2-10-4 7-8-13 4-10-9 12-10-15 5-2-1 6-9-99-2-10-9-810.00 12 Plate Offsets (X,Y)-- [4:Edge,0-6-6], [5:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.45 0.42 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.17 0.00 0.01 (loc) 6-7 6-7 5 6 l/defl >999 >914 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6,2-7: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7 REACTIONS. (lb/size) 5=663/0-10-15, 7=733/0-3-8 Max Horz 7=-206(LC 7) Max Uplift 7=-86(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-663/123, 3-4=-760/6, 4-5=-620/20 WEBS 2-6=-118/612, 3-6=-381/194, 2-7=-540/100, 4-6=0/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T10 Truss Type Roof Special Qty 2 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061778 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:08:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-X_IMY66hdfTJAiss1Ezm5RY?J8eO_32SRBIhoRzGyo2 Scale = 1:56.4 1 2 3 4 5 9 8 7 610 11 2x4 4x6 4x8 2x43x84x86x10 4x8 3x8 9-11-11 9-11-11 16-5-8 6-5-13 2-10-4 2-10-4 6-5-0 3-6-12 9-11-11 3-6-12 16-5-8 6-5-13 6-9-93-0-129-2-13-0-1210.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.76 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.75 0.01 0.03 (loc) 7-9 7-9 6 7-9 l/defl >589 >260 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-9,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-9 REACTIONS. (lb/size) 6=852/0-3-8, 9=886/0-3-8 Max Horz 9=-139(LC 7) Max Uplift 6=-16(LC 5), 9=-76(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1757/36, 4-5=-1346/0, 5-6=-825/50 BOT CHORD 7-9=0/588 WEBS 4-7=-1455/110, 5-7=0/1404, 3-9=-698/118, 3-7=-3/1372 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T11 Truss Type Roof Special Qty 2 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061779 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-?AsklS7KOybAosR2byV?de5G3Y0vjVTbgr1ELtzGyo1 Scale = 1:56.4 1 2 3 4 5 9 8 7 6 2x4 4x6 4x8 2x4 3x63x64x83x6 3x6 7-6-14 7-6-14 16-5-8 8-10-10 2-10-4 2-10-4 7-6-14 4-8-10 12-0-3 4-5-5 16-5-8 4-5-5 6-9-95-0-129-2-15-0-1210.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.36 0.61 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.34 0.02 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >565 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-9,3-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-9 REACTIONS. (lb/size) 6=808/0-3-8, 9=808/0-3-8 Max Horz 9=-90(LC 4) Max Uplift 6=-64(LC 5), 9=-62(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-718/3 BOT CHORD 7-9=-3/715, 6-7=-58/548 WEBS 2-9=-261/55, 4-7=0/267, 3-9=-757/56, 4-6=-795/92 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 9. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T12 Truss Type Roof Special Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061780 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-TNQ6zo8y9Gj1P00E9f0EAreOSyMRSzCluVnotJzGyo0 Scale = 1:56.4 1 2 3 4 5 10 9 8 7 611 12 3x4 5x6 6x6 5x8 3x43x85x12 2x4 5x8 3x6 6-4-0 6-4-0 12-4-8 6-0-8 16-5-8 4-1-0 2-10-4 2-10-4 7-7-6 4-9-2 12-4-8 4-9-2 16-5-8 4-1-0 6-9-91-0-129-2-11-0-1210.00 12 Plate Offsets (X,Y)-- [4:0-2-9,Edge], [7:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.57 0.59 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.40 0.03 0.09 (loc) 7-9 7-9 6 7-9 l/defl >999 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 2-9,5-7,2-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-3 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 2-10 REACTIONS. (lb/size) 6=831/0-3-8, 10=913/0-3-8 Max Horz 10=-285(LC 4) Max Uplift 6=-23(LC 7), 10=-63(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/196, 3-4=-965/87, 4-5=-2681/141, 5-6=-724/62 BOT CHORD 7-9=-135/2768, 6-7=-16/257 WEBS 2-9=-130/984, 3-9=-381/188, 4-9=-2103/158, 4-7=-526/97, 5-7=-109/2470, 2-10=-743/96 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T13 Truss Type ROOF SPECIAL Qty 4 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061781 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:01 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-TNQ6zo8y9Gj1P00E9f0EAreNPyM2SvXluVnotJzGyo0 Scale: 3/16"=1' 1 2 3 4 5 6 7 12 11 10 9 8 2x4 5x6 4x6 5x6 2x4 5x8 5x84x8 3x8 3x8 1-11-8 1-11-8 8-9-8 6-10-0 15-7-8 6-10-0 17-7-0 1-11-8 -0-10-8 0-10-8 1-11-8 1-11-8 8-9-8 6-10-0 15-7-8 6-10-0 17-7-0 1-11-8 18-5-8 0-10-8 1-0-109-10-21-0-101-8-012.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [6:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.62 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.21 0.27 0.05 (loc) 9-10 10-11 8 10-11 l/defl >999 >974 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 3-10 REACTIONS. (lb/size) 12=946/0-3-8, 8=946/0-3-8 Max Horz 12=-236(LC 4) Max Uplift 12=-46(LC 6), 8=-46(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-866/81, 2-3=-2168/253, 3-4=-918/79, 4-5=-918/96, 5-6=-2168/48, 6-8=-866/10 BOT CHORD 11-12=-262/312, 10-11=-338/1464, 9-10=-14/1464 WEBS 4-10=0/502, 5-10=-965/207, 5-9=0/734, 6-9=-46/1757, 3-10=-965/338, 3-11=-204/734, 2-11=-224/1757 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T14 Truss Type ROOF SPECIAL Qty 8 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061782 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:02 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-xZ_UA88awaru1AbRjMXTj3AbgMexBSIu79WLPlzGyo? Scale = 1:56.4 1 2 3 4 5 8 7 69 10 2x4 4x8 5x6 3x6 5x8 2x4 3x6 4x6 3x8 7-1-13 7-1-13 16-5-8 9-3-11 2-10-4 2-10-4 7-1-13 4-3-9 11-5-6 4-3-9 16-5-8 5-0-2 6-9-92-0-39-2-10-6-1010.00 12 3.50 12 Plate Offsets (X,Y)-- [5:0-0-0,0-1-8], [5:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.90 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.54 0.03 0.04 (loc) 5-6 5-6 5 5-6 l/defl >980 >364 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6,2-8: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8 REACTIONS. (lb/size) 8=931/0-3-8, 5=841/Mechanical Max Horz 8=-224(LC 7) Max Uplift 8=-84(LC 7), 5=-3(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1076/147, 3-4=-1053/0, 4-5=-1863/65 BOT CHORD 5-6=-22/1717 WEBS 2-6=-142/1161, 3-6=-383/196, 4-6=-1059/153, 2-8=-731/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss T15 Truss Type Roof Special Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061783 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PlYtOU9ChtzkfKAdG42iFGjl4mxgww92MpGvxCzGyo_ Scale = 1:56.4 1 2 3 4 5 10 9 8 7 611 12 2x4 5x6 4x6 4x10 3x43x64x10 2x4 4x10 3x6 6-4-0 6-4-0 12-2-6 5-10-6 16-5-8 4-3-2 2-10-4 2-10-4 7-7-6 4-9-2 12-2-6 4-7-0 16-5-8 4-3-2 6-9-91-4-109-2-11-4-1010.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.99 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.30 0.03 0.05 (loc) 7-9 7-9 6 7-9 l/defl >999 >650 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 85 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-9,5-7,2-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 2-10 REACTIONS. (lb/size) 6=831/Mechanical, 10=913/0-3-8 Max Horz 10=-166(LC 4) Max Uplift 10=-21(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-891/110, 3-4=-947/4, 4-5=-2258/0, 5-6=-756/33 BOT CHORD 7-9=0/2333 WEBS 2-9=-96/969, 3-9=-377/169, 4-9=-1683/57, 4-7=-566/59, 5-7=0/2201, 2-10=-737/77 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss TG01 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061784 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PlYtOU9ChtzkfKAdG42iFGjjzm8bwrY2MpGvxCzGyo_ Scale = 1:27.6 1 2 3 6 5 4 7 8 9 10 11 12 13 14 15 3x4 4x8 3x45x12 3x4 4x8 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 4-5-14LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.16 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 0.00 0.01 (loc) 5 5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=3057/Mechanical, 4=2989/Mechanical Max Uplift 6=-58(LC 3), 4=-4(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-2765/0, 1-2=-2482/0, 2-3=-2482/0, 3-4=-2765/0 WEBS 1-5=0/3156, 2-5=-3608/0, 3-5=0/3156 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. 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 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 866 lb down and 4 lb up at 1-9-12, 866 lb down at 3-9-12, and 866 lb down at 6-2-4, and 866 lb down and 4 lb up at 8-2-4 on top chord, and 154 lb down and 131 lb up at 0-7-1, 148 lb down and 134 lb up at 2-7-1, 148 lb down and 134 lb up at 4-7-1, and 148 lb down and 134 lb up at 6-7-1, and 148 lb down and 134 lb up at 8-7-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 4-6=-20 Continued on page 2 May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss TG01 Truss Type Flat Girder Qty 1 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061784 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:03 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-PlYtOU9ChtzkfKAdG42iFGjjzm8bwrY2MpGvxCzGyo_ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-866 7=-866(B) 8=-866(B) 9=-866(B) 10=-866(B) 11=-154 12=-148 13=-148 14=-148 15=-148 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061785 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-tx6FbpAqSB6bGUlpqnZxoUGtF9JifOZBaT?STezGynz Scale = 1:62.5 1 2 3 4 5 9 8 7 610 11 12 13 14 15 16 17 3x4 4x6 3x4 4x6 10x10 4x64x6 8x8 8x8 8-5-0 8-5-0 16-10-0 8-5-0 3-6-0 3-6-0 8-5-0 4-11-0 13-4-0 4-11-0 16-10-0 3-6-0 1-8-610-1-61-8-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.66 0.88 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.29 0.01 0.00 (loc) 6-7 6-7 6 7 l/defl >999 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-7: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=4208/0-3-8, 6=4259/0-3-8 Max Horz 9=-240(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1015/0, 2-3=-3272/0, 3-4=-3272/0, 4-5=-1020/0, 1-9=-783/0, 5-6=-787/0 BOT CHORD 7-9=0/2066, 6-7=0/2066 WEBS 3-7=0/4021, 4-7=0/354, 2-7=0/355, 2-9=-2471/0, 4-6=-2466/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 852 lb down at 1-5-12, 852 lb down at 3-5-12, 852 lb down at 5-5-12, 852 lb down at 7-5-12, 852 lb down at 9-5-12, 852 lb down at 11-5-12, and 852 lb down at 13-5-12, and 852 lb down at 15-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 6-9=-20 Concentrated Loads (lb) Vert: 10=-852(B) 11=-852(B) 12=-852(B) 13=-852(B) 14=-852(B) 15=-852(B) 16=-852(B) 17=-852(B) May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061786 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-L8gdp9BSDVESudK0OV4AKho3xZhYOoGKp7l??4zGyny Scale = 1:62.0 1 2 3 4 5 10 9 8 7 611 12 13 14 15 16 17 18 3x4 4x8 3x4 4x6 8x8 4x6 10x10 4x6 5x6 5x8 5-8-8 5-8-8 11-1-8 5-5-0 16-10-0 5-8-8 3-6-0 3-6-0 8-5-0 4-11-0 13-4-0 4-11-0 16-10-0 3-6-0 1-7-610-0-61-7-612.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.60 0.71 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.02 0.00 (loc) 9-10 9-10 6 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-8: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-7,2-9,2-10,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=4091/0-3-8, 6=4639/0-3-8 Max Horz 10=-237(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-709/0, 2-3=-3747/0, 3-4=-3763/0, 4-5=-721/0, 1-10=-572/0, 5-6=-580/0 BOT CHORD 9-10=0/2395, 7-9=0/1895, 6-7=0/2406 WEBS 3-7=0/2495, 4-7=0/522, 3-9=0/2453, 2-9=0/521, 2-10=-3385/0, 4-6=-3389/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 873 lb down at 2-0-12, 873 lb down at 4-0-12, 870 lb down at 6-0-12, 852 lb down at 8-0-12, 856 lb down at 10-0-12, 873 lb down at 12-0-12, and 873 lb down at 14-0-12, and 877 lb down at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 8-10=-20, 8-15=-60, 6-15=-20 Concentrated Loads (lb) Vert: 11=-873(B) 12=-873(B) 13=-870(B) 14=-852(B) 15=-856(B) 16=-873(B) 17=-873(B) 18=-877(B) May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061787 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-qKD?0VC4_oMJWnvCyCcPtvLACz_r7D8U2nUZXXzGynx Scale: 3/16"=1' 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 3x6 10x10 4x8 10x10 3x6 10x16 10x1610x10 1-11-8 1-11-8 8-9-8 6-10-0 15-7-8 6-10-0 17-7-0 1-11-8 1-11-8 1-11-8 8-9-8 6-10-0 15-7-8 6-10-0 17-7-0 1-11-8 18-5-8 0-10-8 1-0-109-10-21-0-101-8-012.00 12 12.00 12 Plate Offsets (X,Y)-- [1:0-2-14,Edge], [5:0-2-14,0-2-2], [8:0-5-12,Edge], [10:0-5-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.89 0.90 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.40 0.49 0.08 (loc) 8-9 8-9 7 9-10 l/defl >999 >517 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-11,5-7: 2x4 SPF-S Stud, 5-8,1-10: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 11=4021/0-3-8, 7=4349/0-3-8 Max Horz 11=-248(LC 3) Max Uplift 11=-58(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-3924/80, 1-2=-10714/372, 2-3=-4150/82, 3-4=-4111/118, 4-5=-11360/0, 5-7=-4232/0 BOT CHORD 10-11=-264/328, 9-10=-419/6939, 8-9=0/7322 WEBS 3-9=-15/5041, 4-9=-4563/25, 4-8=0/5604, 5-8=0/8897, 2-9=-4174/403, 2-10=-286/5074, 1-10=-333/8356 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 8-4 2x4 - 1 row at 0-6-0 oc, member 10-2 2x4 - 1 row at 0-6-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 1 = 4%, joint 5 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 821 lb down and 15 lb up at 1-11-10, 821 lb down and 15 lb up at 4-2-12, 821 lb down and 15 lb up at 6-2-12, 821 lb down and 15 lb up at 8-2-12, 821 lb down and 15 lb up at 10-2-12, 821 lb down and 15 lb up at 12-2-12, and 821 lb down and 15 lb up at 14-2-12, and 811 lb down at 15-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss TG04 Truss Type Roof Special Girder Qty 1 Ply 2 McKenzie 234 Bridgemont Job Reference (optional) I37061787 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:06 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-qKD?0VC4_oMJWnvCyCcPtvLACz_r7D8U2nUZXXzGynx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-6=-80, 10-11=-20, 8-10=-20, 7-8=-20 Concentrated Loads (lb) Vert: 10=-821(F) 8=-811(F) 12=-821(F) 13=-821(F) 14=-821(F) 15=-821(F) 16=-821(F) 17=-821(F) 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V01 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061788 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-IWnNDrCjl6UA8xUOVw7eP6uULNWMsq2dHRE63zzGynw Scale = 1:45.3 1 2 3 4 5 8 7 6910 3x4 4x6 3x4 2x42x4 2x4 2x4 2x4 14-2-7 14-2-7 14-2-11 0-0-4 7-1-6 7-1-6 14-2-11 7-1-6 0-0-47-1-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.18 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-2-3. (lb) - Max Horz 1=-157(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-157(LC 6), 6=-157(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=418(LC 1), 8=444(LC 10), 6=444(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-326/198, 4-6=-326/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=157, 6=157. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V02 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061789 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-IWnNDrCjl6UA8xUOVw7eP6uPANXSsr8dHRE63zzGynw Scale = 1:35.2 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 10-10-11 10-10-7 5-5-6 5-5-6 10-10-11 5-5-6 0-0-45-5-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.62 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-10-3. (lb) - Max Horz 1=-118(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-155(LC 6), 6=-155(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=269(LC 1), 8=391(LC 10), 6=391(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-339/205, 4-6=-339/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=155, 6=155. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V03 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061790 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-mjLmRBDLVQc1l52a3detyKQfonqsbICnV5zgcPzGynv Scale = 1:26.0 1 2 3 43x4 4x6 3x42x4 0-0-4 0-0-4 7-6-11 7-6-7 3-9-6 3-9-6 7-6-11 3-9-6 0-0-43-9-60-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.29 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=194/7-6-3, 3=194/7-6-3, 4=298/7-6-3 Max Horz 1=-80(LC 4) Max Uplift 1=-18(LC 7), 3=-18(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V04 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061791 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Evv8eXEzGjkuNFdndL96VXzsrACNKm7wkljD8rzGynu Scale = 1:13.4 1 2 3 4 2x4 4x6 2x42x4 0-0-4 0-0-4 4-2-11 4-2-7 2-1-6 2-1-6 4-2-11 2-1-6 0-0-42-1-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.16 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=108/4-2-3, 3=108/4-2-3, 4=136/4-2-3 Max Horz 1=41(LC 5) Max Uplift 1=-14(LC 7), 3=-14(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V05 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061792 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-Evv8eXEzGjkuNFdndL96VXzqtABsKkbwkljD8rzGynu Scale = 1:44.8 1 2 3 4 5 8 7 6910 3x4 4x6 3x4 2x42x4 2x4 2x4 2x4 14-0-7 14-0-7 14-0-11 0-0-4 7-0-6 7-0-6 14-0-11 7-0-6 0-0-47-0-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.17 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 49 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-0-3. (lb) - Max Horz 1=155(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-155(LC 6), 6=-155(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=417(LC 1), 8=438(LC 10), 6=438(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-324/196, 4-6=-324/196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=155, 6=155. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V06 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061793 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-i5TWstFb11sl?PCzB2gL1lWv2aVx3B73zPSmgIzGynt Scale = 1:34.3 1 2 3 4 3x8 4x6 3x8 2x4 0-0-4 0-0-4 10-8-11 10-8-7 5-4-6 5-4-6 10-8-11 5-4-6 0-0-45-4-60-0-412.00 12 Plate Offsets (X,Y)-- [1:0-5-13,Edge], [3:0-2-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.31 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=285/10-8-3, 3=285/10-8-3, 4=431/10-8-3 Max Horz 1=116(LC 5) Max Uplift 1=-23(LC 7), 3=-23(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-264/45 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V07 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061794 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-AI1u3DFDoL_ccZn9klBaay29G_rnof?DB3CKCkzGyns Scale = 1:25.4 1 2 3 4 3x4 4x6 3x42x4 0-0-4 0-0-4 7-4-11 7-4-7 3-8-6 3-8-6 7-4-11 3-8-6 0-0-43-8-60-0-412.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-1-8], [3:0-0-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.27 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=189/7-4-3, 3=189/7-4-3, 4=290/7-4-3 Max Horz 1=-78(LC 4) Max Uplift 1=-18(LC 7), 3=-18(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V08 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061795 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-AI1u3DFDoL_ccZn9klBaay2Ba_uyogeDB3CKCkzGyns Scale = 1:12.9 1 2 3 4 2x4 4x6 2x42x4 0-0-4 0-0-4 4-0-11 4-0-7 2-0-6 2-0-6 4-0-11 2-0-6 0-0-42-0-60-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=103/4-0-3, 3=103/4-0-3, 4=130/4-0-3 Max Horz 1=-39(LC 4) Max Uplift 1=-14(LC 7), 3=-14(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V09 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061796 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-eUbGHYGrZe6TEiMMITip6AbK7ODYX5MMQjxtlAzGynr Scale = 1:44.9 1 2 3 4 5 8 7 6910 3x4 4x6 3x4 2x42x4 2x4 2x4 2x4 13-8-8 13-8-8 7-0-8 7-0-8 13-8-8 6-8-0 0-0-47-0-80-4-812.00 12 Plate Offsets (X,Y)-- [5:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.17 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-8-4. (lb) - Max Horz 1=-155(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-156(LC 6), 6=-160(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=416(LC 1), 8=439(LC 10), 6=429(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-324/197, 4-6=-316/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=156, 6=160. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V10 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061797 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-eUbGHYGrZe6TEiMMITip6AbKIODqX5oMQjxtlAzGynr Scale = 1:41.3 1 2 3 4 5 8 7 6910 3x4 4x6 3x4 2x42x4 2x4 2x4 2x4 0-0-4 0-0-4 12-10-15 12-10-11 6-5-8 6-5-8 12-10-15 6-5-8 0-0-46-5-80-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.16 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-10-7. (lb) - Max Horz 1=-142(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-148(LC 6), 6=-148(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=401(LC 1), 8=403(LC 10), 6=403(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-312/189, 4-6=-312/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=148, 6=148. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V11 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061798 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-6g9fUuHTKyEKssxYsAE2fN7QaoatGZfWfNhQHdzGynq Scale = 1:34.9 1 2 3 4 5 8 7 63x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 10-9-8 10-9-4 5-4-12 5-4-12 10-9-8 5-4-12 0-0-45-4-120-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 33 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 10-9-0. (lb) - Max Horz 1=-117(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-157(LC 6), 6=-157(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=269(LC 1), 8=396(LC 10), 6=396(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-344/208, 4-6=-344/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=157, 6=157. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V12 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061799 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-bti1hEI65GMBT0WkQulHCbggQBtO?0kfu1Q_p3zGynp Scale = 1:25.7 1 2 3 43x6 4x6 3x62x4 0-0-4 0-0-4 7-5-8 7-5-4 3-8-12 3-8-12 7-5-8 3-8-12 0-0-43-8-120-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.30 0.28 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=191/7-5-0, 3=191/7-5-0, 4=293/7-5-0 Max Horz 1=-79(LC 4) Max Uplift 1=-18(LC 7), 3=-18(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V13 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061800 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:14 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-bti1hEI65GMBT0WkQulHCbgikBwc?1Ofu1Q_p3zGynp Scale = 1:13.1 1 2 3 4 2x4 4x6 2x42x4 4-1-4 4-1-4 4-1-8 0-0-4 2-0-12 2-0-12 4-1-8 2-0-12 0-0-42-0-120-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.15 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=105/4-1-0, 3=105/4-1-0, 4=133/4-1-0 Max Horz 1=-40(LC 4) Max Uplift 1=-14(LC 7), 3=-14(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V14 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061801 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-33GPvaIksZU25A5xzbGWkoDlsbCwkU_p6hAXLVzGyno Scale = 1:20.6 1 2 3 2x4 2x4 2x4 4-2-14 4-2-14 0-0-43-6-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.70 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=184/4-2-9, 3=184/4-2-9 Max Horz 1=95(LC 6) Max Uplift 3=-52(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V15 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061802 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-33GPvaIksZU25A5xzbGWkoDuVbHMkU_p6hAXLVzGyno Scale = 1:10.6 1 2 3 2x4 2x4 2x4 1-10-1 1-10-1 0-0-41-6-610.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.09 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=64/1-9-12, 3=64/1-9-12 Max Horz 1=33(LC 6) Max Uplift 3=-18(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V16 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061803 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-XFqn6wJMdtcujKg7XJnlH0lyD?VZTwEyLLv5uxzGynn Scale = 1:25.1 1 2 3 2x4 2x4 2x4 5-1-1 5-1-1 0-0-44-2-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.54 0.49 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=227/5-0-12, 3=227/5-0-12 Max Horz 1=117(LC 6) Max Uplift 3=-64(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B19901503 Truss V17 Truss Type Valley Qty 1 Ply 1 McKenzie 234 Bridgemont Job Reference (optional) I37061804 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon May 13 09:09:16 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:eBKU2_ltzJaQddq?VfFCYGyNGyU-XFqn6wJMdtcujKg7XJnlH0l1u?bWTwEyLLv5uxzGynn Scale = 1:14.2 1 2 3 2x4 2x4 2x4 2-8-4 2-8-4 0-0-42-2-1410.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 30.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=107/2-7-15, 3=107/2-7-15 Max Horz 1=55(LC 6) Max Uplift 3=-30(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 13,2019 06/04/19 Mike Sheeks PRODUCT CODE APPROVALS LATERAL BRACING LOCATION Indicates 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.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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 CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/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 ORIENTATION Symbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20 software 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-sixteenths 06/04/19 Mike Sheeks