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HomeMy WebLinkAbout235JGB - TrussesRe: 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). Liu, Xuegang Pages or sheets covered by this seal: I34978628 thru I34978717 My license renewal date for the state of Indiana is July 31, 2020. B18803013 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: Wedgewood 235 Bridgemont at JG 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978628 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-p69FleZQhl6fhmDD6eetYuTo4qnsUZzYvtKVubyT7u4 Scale = 1:25.6 1 2 3 4 5 6 7 8 9 2x4 3x6 4x6 2x4 5-2-1 5-2-1 -1-7-7 1-7-7 5-2-1 5-2-1 1-0-144-4-04-0-80-3-84-4-07.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.18 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-5 2-5 5 2-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-11-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=313/0-3-8, 5=296/0-1-8 Max Horz2=119(LC 4) Max Uplift2=-75(LC 5), 5=-132(LC 4) 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; end vertical left and right exposed; 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) 5 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) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 5=132. 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) 68 lb down and 42 lb up at 1-3-4, and 49 lb down and 55 lb up at 2-10-7, and 83 lb down and 106 lb up at 5-0-5 on top chord, and at 1-3-4, and 4 lb down and 30 lb up at 2-10-7, and 58 lb down at 5-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 4=-83(B) 5=-29(B) 9=2(F) 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss CG02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978629 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-HIjez_a2S3EWJwoPgL9655?ziE8ZD0Ji8W32R1yT7u3 Scale = 1:26.0 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 4-9-0 4-9-0 -1-7-7 1-7-7 4-9-0 4-9-0 1-7-54-7-54-3-130-3-84-7-57.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=303/0-3-8, 4=156/0-1-8 Max Horz5=154(LC 5) Max Uplift5=-81(LC 5), 4=-115(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/61 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; end vertical left exposed; 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=115. 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) 70 lb down and 39 lb up at 1-1-15, and 51 lb down and 66 lb up at 2-5-6 on top chord, and 3 lb down and 22 lb up at 1-1-15, and 6 lb down and 61 lb up at 2-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(F) 9=3(B) 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss CG03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978630 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-HIjez_a2S3EWJwoPgL9655?ziE8ZD0Ji8W32R1yT7u3 Scale = 1:26.0 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 4-9-0 4-9-0 -1-7-7 1-7-7 4-9-0 4-9-0 1-7-54-7-54-3-130-3-84-7-57.57 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.13 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=303/0-3-8, 4=156/0-1-8 Max Horz5=154(LC 5) Max Uplift5=-81(LC 5), 4=-115(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-261/61 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; end vertical left exposed; 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=115. 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) 70 lb down and 39 lb up at 1-2-1, and 51 lb down and 66 lb up at 2-5-6 on top chord, and 3 lb down and 22 lb up at 1-2-1, and 6 lb down and 61 lb up at 2-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=2(B) 9=3(F) 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978631 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-lVH0AKbgDNMNx4NbE3gLdJY93eVtyStrNApczTyT7u2 Scale = 1:62.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 4x6 3x6 5x82x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 24-2-8 24-2-8 12-3-8 12-3-8 24-2-8 11-11-0 25-1-0 0-10-8 0-4-89-7-20-7-149.00 12 Plate Offsets (X,Y)-- [20:0-0-0,0-2-4], [33:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.04 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) 21 21 20 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 148 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-30,9-31,11-29: 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 10-30, 9-31, 11-29 REACTIONS. All bearings 24-2-8. (lb) - Max Horz1=-219(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 20, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 1, 20, 30, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22 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) 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) 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) 1, 20, 31, 32, 33, 34, 35, 36, 37, 38, 29, 28, 27, 26, 25, 24, 23, 22. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss GE02 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978632 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-DhrONfcI_gUEYEyoomCaAW4JI1q9htP_cqY9VwyT7u1 Scale = 1:52.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1631 30 29 28 27 26 25 24 23 22 21 20 19 18 17 2x4 3x6 3x6 4x6 3x63x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-2-8 19-2-8 8-7-3 8-7-3 9-7-4 1-0-1 19-2-8 9-7-4 4-2-147-1-47-10-50-7-144.00 12 9.00 12 Plate Offsets (X,Y)-- [16:0-3-0,0-0-8], [28:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.12 0.10 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 19-2-8. (lb) - Max Horz31=181(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 24, 25, 26, 27, 29, 22, 21, 20, 19, 17 except 31=-162(LC 7), 30=-246(LC 5), 18=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 27, 29, 30, 22, 21, 20, 19, 18, 17 except 31=258(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 1-30=-144/257 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) 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) 24, 25, 26, 27, 29, 22, 21, 20, 19, 17 except (jt=lb) 31=162, 30=246, 18=119. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978633 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-htPmb?cwl_c5AOX_LUjpikdT7RAmQLS8qUIi1MyT7u0 Scale = 1:38.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 2x4 3x4 4x6 3x4 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-11-0 7-11-0 -0-10-8 0-10-8 3-11-8 3-11-8 7-11-0 3-11-8 8-9-8 0-10-8 1-0-145-8-51-0-1414.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.08 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 9 9 10 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 44 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 6-0-0 oc bracing. REACTIONS. All bearings 7-11-0. (lb) - Max Horz16=-143(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 10, 14, 12 except 16=-101(LC 4), 15=-113(LC 6), 11=-111(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 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) 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) 10, 14, 12 except (jt=lb) 16=101, 15=113, 11=111. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss GE04 Truss Type GABLE l l Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978634 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-A4z8oLdYWIkyoX6AvBE2FxAZwrPj9jDH381GaoyT7u? Scale = 1:78.6 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 4x6 8x8 6x6 4x6 3x6 3x6 2x4 3x8 4x6 3x6 3x6 6x8 3x4 3x8 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-9-7 7-9-7 11-1-9 3-4-2 14-9-13 3-8-4 15-11-8 1-1-11 16-0-0 0-0-8 20-3-0 4-3-0 -0-10-8 0-10-8 3-0-0 3-0-0 7-9-7 4-9-7 11-1-9 3-4-2 14-9-13 3-8-4 16-0-0 1-2-3 16-7-3 0-7-3 20-3-0 3-7-13 1-0-1410-1-14 5-8-1012-3-012-2-82-1-212-3-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge], [12:0-5-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.50 0.48 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.01 0.01 (loc) 16-17 16-17 9 16 l/defl >999 >783 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 7-10: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 8-9,4-16,5-16,5-14,8-12: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 22-23: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 8-9, 5-14, 8-12 REACTIONS. (lb/size)9=116/0-3-8, 13=875/0-3-8, 17=681/0-3-8 Max Horz17=336(LC 6) Max Uplift9=-50(LC 6), 13=-4(LC 6) Max Grav9=120(LC 11), 13=875(LC 1), 17=681(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-511/70, 4-5=-255/108, 5-6=-404/62 BOT CHORD 16-17=-239/345 WEBS 3-17=-483/0, 6-13=-581/150 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 13. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978635 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-eGWX0heAHbspPhhMTvlHn9ipkFrQuHTRIonp6FyT7u_ Scale = 1:18.9 1 2 3 5 4 2x4 3x4 2x4 2x4 -0-10-8 0-10-8 1-3-8 1-3-8 1-7-53-1-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.17 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 1 1 4 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)5=133/1-3-8, 4=9/1-3-8 Max Horz5=86(LC 5) Max Uplift5=-65(LC 4), 4=-104(LC 5) Max Grav5=133(LC 1), 4=94(LC 4) 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) 5 except (jt=lb) 4=104. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978636 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-eGWX0heAHbspPhhMTvlHn9inzFqFuFrRIonp6FyT7u_ Scale = 1:69.5 12 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 3x4 4x6 3x4 3x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -0-10-8 0-10-8 7-11-8 7-11-8 15-11-0 7-11-8 1-0-1410-4-51-0-1414.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.29 0.14 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 15 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 113 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-21,7-22,9-20: 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 8-21, 7-22, 9-20 REACTIONS. All bearings 15-11-0. (lb) - Max Horz27=269(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 20, 19, 18, 17 except 27=-203(LC 4), 15=-159(LC 5), 26=-201(LC 5), 16=-178(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 27=292(LC 5), 21=334(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/200, 7-8=-39/285, 8-9=-40/285 WEBS 8-21=-373/0 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) 22, 23, 24, 25, 20, 19, 18, 17 except (jt=lb) 27=203, 15=159, 26=201, 16=178. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss GE07 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978637 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-afeHRNfRoD6Xf?rlaKnltao5W2RwM5kjl6Gw97yT7ty Scale = 1:81.5 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 17 33 2829 30 31 32 3x8 3x6 6x8 6x8 3x43x62x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5-11-1 6-0-153-3-15 3-3-15 19-6-0 16-2-0 3-3-15 3-3-15 9-3-1 5-11-1 19-6-0 10-2-15 8-0-1311-11-7 0-0-411-11-7 14.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [9:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.41 0.45 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 16 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-25: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 9-24,3-26,2-27,10-23,11-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-27, 3-26, 2-27, 10-23, 11-21 JOINTS 1 Brace at Jt(s): 28, 30, 32, 33 REACTIONS. All bearings 19-6-0. (lb) - Max Horz27=-369(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 27, 21, 20, 19, 18, 17, 25 except 16=-200(LC 5), 24=-123(LC 4), 26=-199(LC 11), 23=-216(LC 10) Max Grav All reactions 250 lb or less at joint(s) 27, 26, 23, 21, 20, 19, 18, 17 except 16=339(LC 4), 24=638(LC 11), 25=639(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-125/271, 9-10=-156/276, 10-11=-192/255, 11-12=-240/258, 12-13=-289/266, 13-14=-338/276, 14-15=-385/284, 15-16=-447/299 BOT CHORD 26-27=-192/306, 25-26=-192/306, 24-25=-192/306, 23-24=-192/306, 21-23=-192/306, 20-21=-192/306, 19-20=-192/306, 18-19=-192/306, 17-18=-192/306, 16-17=-192/306 WEBS 24-33=-277/200, 9-33=-259/190, 25-32=-284/163, 4-32=-284/161 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 21, 20, 19, 18, 17, 25 except (jt=lb) 16=200, 24=123, 26=199, 23=216. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978638 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-afeHRNfRoD6Xf?rlaKnltao5L2UbMByjl6Gw97yT7ty Scale = 1:24.5 1 2 3 43x6 4-10-9 4-10-9 -0-10-8 0-10-8 4-10-9 4-10-9 0-7-144-3-133-10-54-3-139.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.42 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >716 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)3=140/Mechanical, 2=250/0-3-8, 4=48/Mechanical Max Horz2=136(LC 6) Max Uplift3=-92(LC 6) Max Grav3=140(LC 1), 2=250(LC 1), 4=96(LC 2) 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) 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) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978639 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-2rCfejg3ZWEOG9Px81J_PnKLhSub5eCt_m0TiZyT7tx Scale = 1:12.9 1 2 3 43x6 1-9-4 1-9-4 -0-10-8 0-10-8 1-9-4 1-9-4 0-7-141-11-13 1-6-51-11-13 9.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.06 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)3=40/Mechanical, 2=136/0-3-8, 4=18/Mechanical Max Horz2=65(LC 6) Max Uplift3=-32(LC 6), 2=-18(LC 6) Max Grav3=40(LC 1), 2=136(LC 1), 4=35(LC 2) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss J03 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978640 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-2rCfejg3ZWEOG9Px81J_PnKJ?StT5eCt_m0TiZyT7tx Scale = 1:17.8 1 2 5 3 43x4 3x6 1-7-1 1-7-1 -0-10-8 0-10-8 1-7-1 1-7-1 1-0-142-11-22-4-02-11-214.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.24 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=140/0-3-8, 3=25/Mechanical, 4=10/Mechanical Max Horz5=117(LC 6) Max Uplift3=-47(LC 6), 4=-23(LC 6) Max Grav5=140(LC 1), 3=25(LC 1), 4=26(LC 2) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss J04 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978641 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-W1m1s3hhKqMFuJ_8ikqDy?tShsCWq5S0DQl1E0yT7tw Scale = 1:19.3 1 2 5 3 4 3x4 3x6 1-4-6 1-4-6 -0-10-8 0-10-8 1-4-6 1-4-6 1-7-53-2-70-7-22-7-53-2-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=135/0-3-8, 3=15/Mechanical, 4=8/Mechanical Max Horz5=117(LC 6) Max Uplift3=-60(LC 6), 4=-55(LC 6) Max Grav5=135(LC 1), 3=17(LC 4), 4=22(LC 2) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978642 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-W1m1s3hhKqMFuJ_8ikqDy?tVYsD7q5S0DQl1E0yT7tw Scale = 1:15.4 1 2 5 3 42x4 3x4 1-8-2 1-8-2 -0-10-8 0-10-8 1-8-2 1-8-2 1-2-52-5-71-11-15 2-5-79.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=143/0-3-8, 3=28/Mechanical, 4=12/Mechanical Max Horz5=83(LC 6) Max Uplift3=-34(LC 6), 4=-14(LC 6) Max Grav5=143(LC 1), 3=28(LC 1), 4=28(LC 2) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978643 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-_EKQ3PiJ58U5WSZKGSLSUCQgIGZMZYiAR4VamSyT7tv Scale = 1:15.4 1 2 5 3 42x4 3x4 1-8-4 1-8-4 -0-10-8 0-10-8 1-8-4 1-8-4 1-2-52-5-82-0-02-5-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.18 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=143/0-3-8, 3=29/Mechanical, 4=12/Mechanical Max Horz5=84(LC 6) Max Uplift3=-34(LC 6), 4=-14(LC 6) Max Grav5=143(LC 1), 3=29(LC 1), 4=28(LC 2) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978644 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-_EKQ3PiJ58U5WSZKGSLSUCQdQGYlZYiAR4VamSyT7tv Scale = 1:19.3 1 2 5 3 4 3x4 3x6 1-4-6 1-4-6 -0-10-8 0-10-8 1-4-6 1-4-6 1-7-53-2-72-7-53-2-714.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.37 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=135/0-3-8, 3=15/Mechanical, 4=8/Mechanical Max Horz5=117(LC 6) Max Uplift3=-60(LC 6), 4=-55(LC 6) Max Grav5=135(LC 1), 3=17(LC 4), 4=22(LC 2) 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss M01 Truss Type Monopitch Qty 3 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978645 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-SQuoGkixsRcy7c8Wp9sh1QypNgqQIzGJgkE7JuyT7tu Scale = 1:60.3 1 2 3 4 5 6 2x4 4x10 4x6 2x4 5x6 7-10-0 7-10-0 -0-10-8 0-10-8 3-0-0 3-0-0 7-10-0 4-10-0 1-0-1410-2-99-11-10-3-810-2-914.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.35 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.31 -0.00 -0.00 (loc) 2-6 2-6 6 2-6 l/defl >743 >301 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-5-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size)2=363/0-3-8, 6=305/0-1-8 Max Horz2=312(LC 6) Max Uplift6=-212(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-268/0 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) 6 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) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=212. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss M02 Truss Type MONOPITCH Qty 16 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978646 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-SQuoGkixsRcy7c8Wp9sh1QyqsgsCI_FJgkE7JuyT7tu Scale = 1:49.9 1 2 3 4 5 6 2x4 3x4 3x12 4x6 2x4 6-8-12 6-8-12 -0-10-8 0-10-8 2-6-0 2-6-0 6-8-12 4-2-12 1-0-148-11-114.00 12 Plate Offsets (X,Y)-- [2:0-7-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.20 0.23 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 -0.00 -0.00 (loc) 2-6 2-6 6 2-6 l/defl >999 >480 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-6: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 2-1-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS. (lb/size)6=260/Mechanical, 2=319/0-3-8 Max Horz2=273(LC 6) Max Uplift6=-185(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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=185. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss M03 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978647 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-xcRAU4jadlkplmjjNtNwadVyv3Bf1SBTvO_hrLyT7tt Scale = 1:26.0 1 2 3 4 2x4 3x6 2x4 5-0-4 5-0-4 -0-10-8 0-10-8 5-0-4 5-0-4 0-7-144-5-14-1-90-3-84-5-19.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.43 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >691 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=252/0-3-8, 4=190/0-1-8 Max Horz2=137(LC 6) Max Uplift4=-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) 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) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss M04 Truss Type MONOPITCH Qty 10 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978648 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-xcRAU4jadlkplmjjNtNwadV_93Cr1R9TvO_hrLyT7tt Scale = 1:26.5 1 2 3 5 4 2x4 2x4 3x6 4x6 4-8-0 4-8-0 -0-10-8 0-10-8 4-8-0 4-8-0 1-2-54-8-54-4-130-3-84-8-59.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.29 0.21 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >956 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=243/0-3-8, 4=168/0-1-8 Max Horz5=150(LC 6) Max Uplift4=-78(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) 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) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978649 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-Pp?YhQkCO3sgNwIvxau96r2C?TTVlmgc72jENnyT7ts Scale = 1:57.4 1 2 3 6 5 47 8 3x8 5x6 2x4 4x6 3x12 3x12 3-11-0 3-11-0 7-10-0 3-11-0 3-11-0 3-11-0 7-10-0 3-11-0 1-0-1410-2-914.00 12 Plate Offsets (X,Y)-- [1:0-3-14,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.09 0.56 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 0.00 0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-6-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size)1=1781/0-3-8, 4=1918/Mechanical Max Horz1=296(LC 5) Max Uplift4=-290(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1661/38 BOT CHORD 1-5=-145/953, 4-5=-145/953 WEBS 2-5=-66/2289, 2-4=-1609/243 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. 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; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) except (jt=lb) 4=290. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1028 lb down and 51 lb up at 2-0-12, and 1028 lb down and 51 lb up at 4-0-12, and 1028 lb down and 51 lb up at 6-0-12 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 Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978649 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:19 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-Pp?YhQkCO3sgNwIvxau96r2C?TTVlmgc72jENnyT7ts LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1028(B) 7=-1028(B) 8=-1028(B) 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. 11/16/18 Mike Sheeks Job B18803013 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978650 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-t?Zwvmlq9M?X_4t5VIPOf2aGmtnfULNlMiTovDyT7tr Scale = 1:57.0 1 2 3 4 56 7 85x12 3x4 2x4 4x6 2x4 7-10-0 7-10-0 3-11-0 3-11-0 7-10-0 3-11-0 1-0-1410-2-914.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.54 0.70 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.34 0.00 0.09 (loc) 1-5 1-5 5 1-5 l/defl >691 >268 n/a >997 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-5: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-5 REACTIONS. (lb/size)1=1358/0-3-8, 5=1485/Mechanical Max Horz1=296(LC 5) Max Uplift5=-273(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-5=-357/204 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) 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 exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) except (jt=lb) 5=273. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 743 lb down and 39 lb up at 2-0-12, and 743 lb down and 39 lb up at 4-0-12, and 743 lb down and 39 lb up at 6-0-12 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): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 1-5=-20 Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978650 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:20 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-t?Zwvmlq9M?X_4t5VIPOf2aGmtnfULNlMiTovDyT7tr LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-743(F) 7=-743(F) 8=-743(F) 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. 11/16/18 Mike Sheeks Job B18803013 Truss PB01 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978651 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-t?Zwvmlq9M?X_4t5VIPOf2aOltxHUMZlMiTovDyT7tr Scale: 1"=1' 12 3 4 5 6 4x6 2x4 2x42x4 3-4-2 3-4-2 1-8-1 1-8-1 3-4-2 1-8-1 0-5-101-11-70-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 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: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=81/2-3-15, 4=81/2-3-15, 6=62/2-3-15 Max Horz2=37(LC 5) Max Uplift2=-19(LC 6), 4=-21(LC 7) Max Grav2=81(LC 1), 4=81(LC 1), 6=69(LC 2) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978652 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-LB7J66mSwg7OcESH2?xdBG7ZiHHgDppvbMCLSfyT7tq Scale = 1:9.4 1 2 3 4 5 6 8 7 4x6 4x6 2x4 2x42x4 2x4 3-4-2 3-4-2 3-4-2 3-4-2 0-5-101-3-71-5-50-1-80-5-100-1-81-1-1514.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:0-3-2,0-2-0], [4:0-3-2,0-2-0], [5:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.01 0.01 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 5 5 5 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 2-3-15. (lb) - Max Horz2=-23(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 7, 8 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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 5, 7, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978653 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-LB7J66mSwg7OcESH2?xdBG7XGHGEDovvbMCLSfyT7tq Scale = 1:36.1 1 2 3 4 5 6 7 8 9 15 1413 12 11 10 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-9-5 20-9-5 2-6-2 2-6-2 18-3-4 15-9-2 20-9-5 2-6-2 0-4-101-6-121-10-90-1-80-4-100-1-81-6-129.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-6], [7:0-4-0,0-1-6], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 52 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 19-5-0. (lb) - Max Horz2=-32(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 13, 15, 11, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 12=311(LC 1), 13=341(LC 11), 11=341(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-258/105, 6-11=-258/105 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 2, 12, 13, 15, 11, 10, 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978654 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-pNhhKSm4h_FFEN1UcjSskTghAhalyFb2q0yu_6yT7tp Scale = 1:36.6 1 2 3 4 5 6 7 8 13 12 11 10 9 4x8 4x8 3x6 3x6 2x42x4 2x4 2x4 2x4 2x4 3x4 20-9-5 20-9-5 5-7-7 5-7-7 15-1-14 9-6-7 20-9-5 5-7-7 0-4-103-10-124-2-90-1-80-4-100-1-83-10-129.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [3:0-4-0,0-1-6], [6:0-4-0,0-1-6], [7:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 62 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-5-0. (lb) - Max Horz2=87(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 10, 11, 13, 7 Max Grav All reactions 250 lb or less at joint(s) 2, 11, 7 except 9=368(LC 11), 10=342(LC 10), 13=310(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-10=-263/116 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 9, 10, 11, 13, 7. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978655 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-HaF3XoniSHN6rXbgAQz5HhCsN4wmhhnC2ghSWYyT7to Scale = 1:40.8 1 2 3 4 5 6 7 8 13 12 11 10 914 15 4x8 4x8 3x4 3x6 2x42x4 2x4 2x4 2x4 2x4 3x4 20-9-5 20-9-5 8-8-12 8-8-12 12-0-9 3-3-12 20-9-5 8-8-12 0-4-106-2-126-6-90-1-80-4-100-1-86-2-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [5:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.16 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 8 8 7 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 19-5-0. (lb) - Max Horz2=141(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 11 except 13=-120(LC 6), 9=-119(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 7 except 10=415(LC 11), 11=415(LC 10), 13=413(LC 1), 9=413(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-276/166, 6-9=-276/165 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11 except (jt=lb) 13=120, 9=119. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB06 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978656 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-HaF3XoniSHN6rXbgAQz5HhCta4wPhgIC2ghSWYyT7to Scale = 1:50.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-9-5 20-9-5 10-4-11 10-4-11 20-9-5 10-4-11 0-4-107-8-07-9-80-1-80-4-100-1-89.00 12 Plate Offsets (X,Y)-- [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.18 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 19-5-0. (lb) - Max Horz2=171(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10, 8 except 13=-110(LC 6), 11=-110(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 12=410(LC 1), 13=429(LC 10), 11=429(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-268/160, 6-11=-268/159 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) 2, 15, 10, 8 except (jt=lb) 13=110, 11=110. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB07 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978657 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-lmpRk8oKDbVzThAsk7UKpul1XUG0Q62LHKR?2_yT7tn Scale = 1:59.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 1016 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-4-0 25-4-0 12-8-0 12-8-0 25-4-0 12-8-0 0-4-109-4-89-6-00-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.17 0.16 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.01 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 90 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. All bearings 23-11-11. (lb) - Max Horz2=-211(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 14=-103(LC 6), 15=-108(LC 6), 11=-103(LC 7), 10=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=410(LC 1), 14=495(LC 10), 15=394(LC 1), 11=495(LC 11), 10=394(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-255/152, 3-15=-255/153, 6-11=-255/152, 7-10=-255/153 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) 2 except (jt=lb) 14=103, 15=108, 11=103, 10=108. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978658 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-DyNpyTpz_vdq5rl3Hr?ZM6ICxucK9Z9VW_AZbRyT7tm Scale = 1:56.2 1 2 3 4 5 6 7 13 12 11 10 9 814 15 2x4 2x4 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-3-12 20-3-12 7-7-12 7-7-12 20-3-12 12-8-0 3-7-119-4-89-6-00-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.15 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.01 -0.00 (loc) 7 7 6 7 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-10: 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 3-10 REACTIONS. All bearings 19-7-9. (lb) - Max Horz13=-256(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 6 except 12=-110(LC 6), 9=-103(LC 7), 8=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 6 except 10=444(LC 1), 12=506(LC 10), 9=495(LC 11), 8=394(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-261/226 WEBS 2-12=-264/155, 4-9=-255/152, 5-8=-255/153 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) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 6 except (jt=lb) 12=110, 9=103, 8=108. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB09 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978659 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-i9wC9ppbkClhi?KFrYWouJqNqIy6u1Hekew67tyT7tl Scale = 1:48.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-0-0 20-0-0 10-0-0 10-0-0 20-0-0 10-0-0 0-4-107-4-87-6-00-1-80-4-100-1-89.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.18 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 65 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 18-7-11. (lb) - Max Horz2=165(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10, 8 except 13=-110(LC 6), 11=-110(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 12=410(LC 1), 13=429(LC 10), 11=429(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-268/159, 6-11=-268/159 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) 2, 15, 10, 8 except (jt=lb) 13=110, 11=110. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB10 Truss Type GABLE Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978660 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-i9wC9ppbkClhi?KFrYWouJqNqIzWu20ekew67tyT7tl Scale = 1:34.7 1 2 34 5 6 7 8 9 14 13 12 11 10 5x6 6x6 3x4 3x6 2x42x4 2x4 2x4 2x4 2x4 3x4 20-0-0 20-0-0 3-10-1 3-10-1 16-1-15 12-3-14 20-0-0 3-10-1 0-4-102-6-122-10-90-1-80-4-100-1-82-6-129.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-1-1], [4:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.18 0.09 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 9 9 8 9 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 54 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-10. REACTIONS. All bearings 18-7-11. (lb) - Max Horz2=56(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 13, 14, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 10=299(LC 11), 11=345(LC 10), 13=330(LC 11), 14=312(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-264/110 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 10, 11, 13, 14, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB11 Truss Type GABLE Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978661 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-ALUaN9qDVWtYK9vRPG11RXNX?iIHdVZnzIfffJyT7tk Scale = 1:35.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 4x8 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 20-0-0 20-0-0 13-0-10 13-0-10 20-0-0 6-11-6 0-4-104-10-125-2-90-1-80-4-100-1-84-10-129.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-6], [6:0-4-0,0-1-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.19 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-7-11. (lb) - Max Horz2=110(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 8, 14 except 10=-100(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 14 except 11=380(LC 11), 13=426(LC 11), 15=307(LC 10), 10=283(LC 11) 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) 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 8, 14 except (jt=lb) 10=100. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PB12 Truss Type Piggyback Qty 2 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978662 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-eX2yaVrrGq?OyIUezzZG_kvkH5fGMzKxCyPDBlyT7tj Scale = 1:23.3 1 2 3 4 5 6 4x6 2x4 2x42x4 5-11-1 5-11-1 2-11-9 2-11-9 5-11-1 2-11-9 0-5-103-5-70-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [3:Edge,0-1-14], [4:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.12 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=148/4-10-14, 4=148/4-10-14, 6=134/4-10-14 Max Horz2=-73(LC 4) Max Uplift2=-27(LC 7), 4=-31(LC 7) Max Grav2=148(LC 1), 4=148(LC 1), 6=147(LC 2) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978663 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:28 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-eX2yaVrrGq?OyIUezzZG_kvlg5gAMzyxCyPDBlyT7tj Scale = 1:23.3 1 2 3 4 5 6 7 10 9 8 4x6 2x4 2x42x4 2x4 2x4 2x4 2x4 5-11-1 5-11-1 2-11-9 2-11-9 5-11-1 2-11-9 0-5-103-5-70-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-0], [4:Edge,0-1-14], [6:0-2-10,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.03 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 21 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-14. (lb) - Max Horz2=-73(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 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) 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) 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) 2, 6, 10, 8. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T01 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978664 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:29 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-6kcKorsT177FZS3qWh4VWySjNVn55E44Rb8mkCyT7ti Scale = 1:82.2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 22 23 24 3x8 5x6 3x6 6x8 3x4 8x10 3x6 3x6 2x4 3x8 3x8 2x4 2x4 5x8 4x6 6x8 3x6 7-2-9 7-2-9 14-1-10 6-11-1 21-2-5 7-0-12 28-4-13 7-2-8 35-7-4 7-2-8 42-11-8 7-4-4 -0-10-8 0-10-8 7-2-9 7-2-9 14-1-10 6-11-1 21-2-5 7-0-12 28-4-13 7-2-8 35-7-4 7-2-8 42-11-8 7-4-4 0-7-1411-0-1211-3-111-0-129.00 12 Plate Offsets (X,Y)-- [2:0-4-11,0-1-6], [2:0-1-4,Edge], [12:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 1.00 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.47 0.15 0.09 (loc) 15-17 15-17 11 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11: 2x4 SPF 2100F 1.8E, 3-18: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-2 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 1 Row at midpt 10-11, 3-17, 6-17, 6-13, 7-13, 9-13, 9-12, 10-12 REACTIONS. (lb/size)11=2241/Mechanical, 2=2162/0-3-8 Max Horz2=347(LC 6) Max Uplift11=-169(LC 4), 2=-43(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3083/167, 3-5=-2519/234, 5-6=-1902/233, 6-7=-1974/192, 7-9=-1974/192, 9-10=-1273/117, 10-11=-2068/232 BOT CHORD 2-18=-347/2345, 17-18=-347/2345, 15-17=-232/2237, 13-15=-232/2237, 12-13=-117/1273 WEBS 3-18=0/332, 3-17=-566/178, 5-17=-16/1064, 6-17=-725/187, 6-15=0/420, 6-13=-472/73, 7-13=-416/165, 9-13=-135/1261, 9-12=-1521/269, 10-12=-208/2265 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 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) The Fabrication Tolerance at joint 2 = 12%, joint 2 = 12% 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) 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) 2 except (jt=lb) 11=169. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T02 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978665 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:30 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-awAi?Bt5oRF6Bce04Obk39?tbv6WqhOEfFuJGeyT7th Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 22 23 24 3x6 6x8 3x6 5x8 8x10 3x6 3x6 2x4 3x6 2x4 3x8 2x4 4x8 3x45x12 6x6 3x6 7-6-3 7-6-3 14-8-13 7-2-11 21-8-8 6-11-11 28-6-8 6-9-15 35-6-3 6-11-11 42-11-8 7-5-5 -0-10-8 0-10-8 7-6-3 7-6-3 14-8-13 7-2-11 21-8-8 6-11-11 28-6-8 6-9-15 35-6-3 6-11-11 42-11-8 7-5-5 0-7-1411-8-88-4-811-8-89.00 12 5.38 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [2:0-3-0,0-0-14], [5:0-4-8,0-1-12], [9:0-4-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.90 0.98 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.40 0.14 0.07 (loc) 15-17 15-17 11 2-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-18. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 8-15, 10-11 2 Rows at 1/3 pts 8-12 REACTIONS. (lb/size)2=2181/0-3-8, 11=2209/0-3-8 Max Horz2=296(LC 6) Max Uplift2=-57(LC 6), 11=-57(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3106/202, 3-5=-2482/271, 5-6=-2085/277, 6-8=-2085/277, 8-9=-1202/196, 9-10=-1402/171, 10-11=-2036/228 BOT CHORD 2-18=-278/2364, 17-18=-278/2364, 15-17=-154/1873, 13-15=-142/1882, 12-13=-142/1882 WEBS 3-18=0/365, 3-17=-644/186, 5-17=-31/675, 5-15=-196/533, 6-15=-439/185, 8-15=-50/420, 8-13=0/377, 8-12=-1369/112, 10-12=-120/1746 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 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) The Fabrication Tolerance at joint 2 = 12%, joint 2 = 12% 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T03 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978666 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:31 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-26k4CXtjZlNzpmDCe66zbNXAAJX?Z7CNuvdto4yT7tg Scale = 1:87.2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 224x8 6x8 4x6 6x8 5x6 3x6 3x4 3x6 3x6 4x6 2x4 3x6 3x6 4x6 8x16 3x8 4x6 3x6 3x4 6-4-7 6-4-7 12-5-8 6-1-1 20-10-8 8-5-0 28-11-8 8-1-0 29-0-0 0-0-8 37-9-8 8-9-8 44-0-0 6-2-8 48-7-0 4-7-0 6-4-7 6-4-7 12-5-8 6-1-1 20-10-8 8-5-0 29-0-0 8-1-8 37-9-8 8-9-8 44-0-0 6-2-8 48-7-0 4-7-0 0-7-1410-0-012-1-24-0-02-1-212-1-29.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-3-0], [7:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.65 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.34 0.05 0.03 (loc) 16-18 13-14 10 18 l/defl >999 >677 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 290 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,2-18,8-11,9-10,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 3-16, 7-15, 8-13 2 Rows at 1/3 pts 4-15 REACTIONS. (lb/size)1=1155/0-3-8, 15=2574/0-3-8, 10=641/0-3-8 Max Horz1=273(LC 5) Max Uplift1=-35(LC 6), 15=-237(LC 5), 10=-49(LC 7) Max Grav1=1164(LC 10), 15=2574(LC 1), 10=673(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1599/134, 2-3=-1231/193, 3-4=-675/184, 4-6=-66/366, 6-7=-65/368, 7-8=-365/165, 8-9=-481/104, 9-10=-648/72 BOT CHORD 1-19=-201/1191, 18-19=-201/1191, 16-18=-158/897, 15-16=-127/674, 6-15=-552/224, 11-13=0/351 WEBS 2-19=0/259, 2-18=-388/157, 3-18=-14/526, 3-16=-350/54, 4-16=0/669, 4-15=-1566/182, 7-15=-811/90, 7-13=-29/384, 9-11=0/449 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, 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, 10 except (jt=lb) 15=237. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T04 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978667 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-WJITQtuMK2VqRwoPCpdC8a4G1jt9IaNW7ZNQKXyT7tf Scale = 1:88.0 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 21 22 23 6x6 6x8 4x6 6x8 5x6 3x4 3x6 3x4 3x6 3x6 3x6 3x6 3x6 4x6 8x16 3x8 4x6 3x6 5x6 3x4 8-7-3 8-7-3 12-5-8 3-10-5 20-10-8 8-5-0 28-11-8 8-1-0 29-0-0 0-0-8 37-9-8 8-9-8 44-0-0 6-2-8 48-7-0 4-7-0 8-7-3 8-7-3 12-5-8 3-10-5 20-10-8 8-5-0 29-0-0 8-1-8 37-9-8 8-9-8 44-0-0 6-2-8 48-7-0 4-7-0 4-2-147-1-410-0-012-1-24-0-02-1-212-1-24.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-3-0], [7:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.71 0.65 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.38 0.03 0.03 (loc) 19-20 19-20 10 18 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 302 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,2-18,8-11,1-20,9-10,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 3-16, 7-15, 8-13 2 Rows at 1/3 pts 4-15 REACTIONS. (lb/size)20=1149/0-3-8, 15=2589/0-3-8, 10=632/0-3-8 Max Horz20=205(LC 5) Max Uplift20=-84(LC 4), 15=-231(LC 5), 10=-42(LC 7) Max Grav20=1158(LC 10), 15=2589(LC 1), 10=666(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1197/136, 2-3=-1173/207, 3-4=-663/173, 4-6=-56/384, 6-7=-55/386, 7-8=-357/157, 8-9=-476/97, 1-20=-1077/156, 9-10=-641/66 BOT CHORD 18-19=-189/1071, 16-18=-167/886, 15-16=-136/662, 6-15=-551/224, 11-13=0/346 WEBS 2-19=-372/119, 2-18=-378/115, 3-18=-38/584, 3-16=-352/47, 4-16=0/673, 4-15=-1575/180, 7-15=-826/103, 7-13=-33/385, 1-19=-73/1131, 9-11=0/444 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 10 except (jt=lb) 15=231. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T05 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978668 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-_VrrdDv_5Mdh24MblW8RhndRJ68R10IgMD6_tzyT7te Scale = 1:90.2 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 1123 24 25 6x6 6x8 4x6 6x8 4x6 3x4 3x6 3x4 3x4 6x8 5x6 3x4 4x64x8 3x6 8x8 4x6 3x8 6x6 5x6 5x8 8-7-3 8-7-3 15-1-8 6-6-5 22-4-12 7-3-4 29-8-0 7-3-4 35-1-8 5-5-8 41-9-0 6-7-8 42-11-0 1-2-0 48-7-0 5-8-0 8-7-3 8-7-3 15-1-8 6-6-5 22-4-12 7-3-4 29-8-0 7-3-4 35-1-8 5-5-8 41-9-0 6-7-8 48-7-0 6-10-0 4-2-147-1-412-0-01-10-141-0-012-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-3-0], [7:0-5-4,0-3-0], [14:0-6-4,0-2-8], [15:0-3-8,0-1-8], [16:0-2-4,0-2-12], [21:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.74 0.97 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.39 0.09 0.07 (loc) 18-19 18-19 12 18-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 311 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 9-12: 2x4 SPF-S Stud, 11-13: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-21,16-18,1-22,10-11,11-14,10-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,11-12. 1 Row at midpt 6-16, 9-14 2-9-0 oc bracing: 12-14 WEBS 1 Row at midpt 2-19, 3-18, 4-18, 4-16, 7-15, 1-22 REACTIONS. (lb/size)22=1902/0-3-8, 12=2416/0-3-8 Max Horz22=295(LC 5) Max Uplift22=-94(LC 4), 12=-26(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2186/236, 2-3=-2191/309, 3-4=-1779/310, 4-6=-1607/286, 6-7=-1612/285, 7-9=-1527/228, 9-10=-14/369, 1-22=-1828/209 BOT CHORD 21-22=-257/174, 19-21=-279/2018, 18-19=-233/1663, 6-16=-383/168, 15-16=-129/1089, 12-14=-2334/211, 9-14=-2240/252 WEBS 2-21=-683/153, 2-19=-516/152, 3-19=-32/667, 3-18=-160/351, 4-18=-297/224, 16-18=-250/1712, 4-16=-322/45, 7-16=-201/1146, 7-15=-529/116, 9-15=-47/1505, 1-21=-124/2170 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) 22, 12. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T06 Truss Type Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978669 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:34 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-ThPDrYwcsglYgDxnJEfgD?9Z0WVVmWnpatsXPPyT7td Scale = 1:94.4 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 22 23 24 25 26 6x16 6x8 4x6 4x6 3x4 3x8 MT18HS4x10 4x8 4x6 3x6 4x6 4x8 4x6 2x4 6x8 6x8 3x8 MT18HS 6x16 3x16 MT18HS 8-7-3 8-7-3 15-10-4 7-3-0 25-1-8 9-3-4 34-4-12 9-3-4 42-2-2 7-9-6 50-3-0 8-0-14 8-7-3 8-7-3 15-10-4 7-3-0 22-0-7 6-2-3 28-2-9 6-2-3 34-4-12 6-2-3 42-2-2 7-9-6 50-3-0 8-0-14 51-1-8 0-10-8 4-2-147-1-412-4-412-6-90-7-1412-4-44.00 12 9.00 12 Plate Offsets (X,Y)-- [10:0-0-0,0-0-4], [16:0-7-8,0-1-8], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.92 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.70 0.17 0.08 (loc) 14-15 15-17 10 15 l/defl >999 >862 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 293 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,9-12,1-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-13 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-19, 2-17, 4-17, 6-14, 9-14, 1-20 REACTIONS. (lb/size)20=2382/0-3-8, 10=2539/0-3-8 Max Horz20=281(LC 5) Max Uplift20=-79(LC 4), 10=-79(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2867/274, 2-3=-2954/346, 3-4=-2258/332, 4-6=-2677/344, 6-7=-2276/323, 7-9=-3007/340, 9-10=-3635/266, 1-20=-2302/235 BOT CHORD 17-19=-209/2629, 15-17=-157/2607, 14-15=-110/2614, 12-14=-83/2778, 10-12=-83/2778 WEBS 2-19=-949/167, 2-17=-497/157, 3-17=-72/1300, 4-17=-876/186, 4-15=0/378, 6-15=-33/351, 6-14=-850/228, 7-14=-75/1333, 9-14=-638/197, 9-12=0/362, 1-19=-163/2864 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978670 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-xuzb2uwEdztPINW_txBvmCiklwqmVzGzpXb4xryT7tc Scale = 1:91.0 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 22 23 24 25 26 27 6x6 6x6 4x6 6x6 4x6 3x4 3x8 MT18HS4x10 4x8 4x6 3x6 4x6 4x8 4x6 2x4 6x6 3x16 MT18HS 6x16 3x16 MT18HS 8-7-3 8-7-3 15-1-8 6-6-5 25-1-8 10-0-0 35-1-8 10-0-0 42-6-8 7-5-0 50-3-0 7-8-8 8-7-3 8-7-3 15-1-8 6-6-5 21-9-8 6-8-0 28-5-8 6-8-0 35-1-8 6-8-0 42-6-8 7-5-0 50-3-0 7-8-8 51-1-8 0-10-8 4-2-147-1-412-0-00-7-1412-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [10:0-0-0,0-0-4], [16:0-7-8,0-1-8], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.94 0.98 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.41 -0.76 0.17 0.09 (loc) 14-15 15-17 10 15 l/defl >999 >792 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-19,9-12,1-20: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-19, 2-17, 4-17, 6-14, 9-14, 1-20 REACTIONS. (lb/size)20=2376/0-3-8, 10=2536/0-3-8 Max Horz20=270(LC 5) Max Uplift20=-100(LC 4), 10=-67(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2803/271, 2-3=-2965/348, 3-4=-2292/329, 4-6=-2747/346, 6-7=-2310/321, 7-9=-3019/336, 9-10=-3620/267, 1-20=-2297/235 BOT CHORD 17-19=-224/2610, 15-17=-183/2669, 14-15=-134/2674, 12-14=-89/2767, 10-12=-89/2767 WEBS 2-19=-978/163, 2-17=-480/156, 3-17=-78/1316, 4-17=-887/187, 4-15=0/376, 6-15=-23/354, 6-14=-862/233, 7-14=-70/1328, 9-14=-611/191, 9-12=0/331, 1-19=-160/2814 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 lb down and 25 lb up at 49-10-4 on top 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 Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T07 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978670 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:35 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-xuzb2uwEdztPINW_txBvmCiklwqmVzGzpXb4xryT7tc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 7-11=-60, 19-20=-20, 19-21=-60, 21-22=-20, 22-23=-60, 23-24=-20, 24-25=-60, 25-26=-20, 26-27=-60, 10-27=-20 Concentrated Loads (lb) Vert: 10=-13 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. 11/16/18 Mike Sheeks Job B18803013 Truss T08 Truss Type COMMON Qty 3 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978671 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:35 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-xuzb2uwEdztPINW_txBvmCirtwuJV5jzpXb4xryT7tc Scale = 1:55.2 1 2 3 4 5 6 7 10 9 811 3x8 4x6 3x6 3x63x6 2x4 3x6 2x4 3x8 8-2-11 8-2-11 16-0-13 7-10-3 24-2-8 8-1-11 6-4-0 6-4-0 12-3-8 5-11-8 18-1-4 5-9-12 24-2-8 6-1-4 25-1-0 0-10-8 0-4-89-7-20-7-149.00 12 Plate Offsets (X,Y)-- [1:0-8-0,0-0-15], [6:0-0-0,0-3-2], [6:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.48 0.75 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.36 0.05 0.05 (loc) 8-10 1-10 6 6-8 l/defl >999 >808 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-10,5-8: 2x4 SPF-S Stud WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=1048/Mechanical, 6=1105/0-3-8 Max Horz1=-220(LC 4) Max Uplift1=-39(LC 6), 6=-65(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1459/127, 2-3=-1342/219, 3-5=-1295/212, 5-6=-1449/125 BOT CHORD 1-10=-63/1103, 8-10=0/718, 6-8=0/1055 WEBS 2-10=-347/211, 3-10=-105/647, 3-8=-96/602, 5-8=-302/201 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) 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) 1, 6. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T09 Truss Type ROOF SPECIAL Qty 3 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978672 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-P4XzGExsOH0GvX5ARfi8IQFwOKDyEQz62BLeUIyT7tb Scale = 1:46.4 1 2 3 4 5 8 7 6 5x6 4x6 4x83x43x65x12 2x48x8 9-7-4 9-7-4 19-2-8 9-7-4 8-7-3 8-7-3 9-7-4 1-0-1 14-3-2 4-7-14 19-2-8 4-11-6 4-2-147-1-47-10-50-7-144.00 12 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-3-8], [5:0-3-8,Edge], [5:0-0-0,0-3-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.88 0.73 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.57 0.01 0.03 (loc) 5-6 5-6 5 5-6 l/defl >999 >402 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 1-6: 2x4 SPF No.2 WEDGE Right: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=763/Mechanical, 8=763/0-3-8 Max Horz8=181(LC 5) Max Uplift5=-27(LC 7), 8=-68(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-714/128, 2-3=-764/211, 3-4=-734/138, 4-5=-957/138, 1-8=-685/124 BOT CHORD 5-6=-38/703 WEBS 2-6=-631/233, 3-6=-193/767, 4-6=-255/162, 1-6=-2/598 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 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) 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) 5, 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978673 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-tG5MTayU9b87XhgM_MDNrdn5Kkb2zzvGGr4B0kyT7ta Scale = 1:69.8 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 2x4 3x6 3x6 4x8 3x6 3x6 3x6 3x6 3x8 2x4 6x10 3x8 3x6 3x6 2x4 5-10-14 5-10-14 11-2-4 5-3-6 11-6-4 0-4-0 20-3-12 8-9-8 25-6-12 5-3-0 31-1-4 5-6-8 5-10-14 5-10-14 11-6-4 5-7-6 20-3-12 8-9-8 25-6-12 5-3-0 31-1-4 5-6-8 10-0-012-1-24-0-02-1-212-1-29.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-1-12], [13:0-7-4,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.87 0.61 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.01 0.01 (loc) 11-12 11-12 8 11 l/defl >999 >648 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-9,7-8,7-9: 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 (6-0-0 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 4-13 WEBS 1 Row at midpt 1-15, 2-14, 5-13, 6-11 REACTIONS. (lb/size)15=551/Mechanical, 13=1481/0-3-8, 8=815/0-3-8 Max Horz15=-306(LC 7) Max Uplift15=-82(LC 4), 13=-88(LC 5), 8=-14(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-418/137, 5-6=-517/159, 6-7=-638/99, 7-8=-771/57 BOT CHORD 14-15=-77/328, 4-13=-793/227, 9-11=0/442 WEBS 1-14=-102/306, 2-14=-333/136, 4-14=-29/351, 11-13=-31/357, 5-13=-518/119, 5-11=-71/336, 7-9=0/518 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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 15, 13, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T11 Truss Type Common Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978674 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-tG5MTayU9b87XhgM_MDNrdnF0kjpz11GGr4B0kyT7ta Scale = 1:38.3 1 2 3 4 5 8 7 6 4x6 2x4 2x44x8 5x8 5x8 3-11-8 3-11-8 7-7-8 3-8-0 7-11-0 0-3-8 -0-10-8 0-10-8 3-11-8 3-11-8 7-11-0 3-11-8 8-1-0 0-2-0 8-9-8 0-8-8 1-0-145-8-50-5-60-5-30-0-1014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:Edge,0-1-14], [4:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.25 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 6-7 6-7 4 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 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)8=366/0-8-0, 6=34/0-3-8, 4=332/0-1-8 Max Horz8=-143(LC 4) Max Uplift8=-97(LC 6), 6=-13(LC 4), 4=-89(LC 7) Max Grav8=366(LC 1), 6=66(LC 2), 4=332(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/188, 3-4=-272/188, 2-8=-332/192 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 at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6, 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978675 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-LSfkgwz6wuG_9rFZY4kcOrKNu7xdiGaPVVqlYAyT7tZ Scale = 1:78.0 1 2 3 4 5 6 7 8 9 13 12 11 101819 3x6 4x6 6x6 6x6 2x4 3x66x16 4x6 3x63x8 2x4 3x6 9-5-8 9-5-8 15-11-8 6-6-0 20-3-0 4-3-8 -0-10-8 0-10-8 3-6-0 3-6-0 9-5-8 5-11-8 13-3-6 3-9-14 18-1-10 4-10-3 20-3-0 2-1-6 1-0-147-6-212-1-510-1-67-6-214.00 12 Plate Offsets (X,Y)-- [2:1-0-3,0-2-0], [2:0-7-8,Edge], [6:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.43 0.59 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.33 0.03 0.01 (loc) 13-16 13-16 2 13 l/defl >999 >574 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-10,6-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS. (lb/size)2=659/0-3-8, 11=1111/0-3-8 Max Horz2=338(LC 6) Max Uplift11=-97(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-686/9, 4-6=-456/53, 6-7=-393/95 BOT CHORD 2-13=-237/365 WEBS 6-13=0/257, 7-11=-677/173, 8-11=-293/61 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 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) 11. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978676 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-pfD6uG_lhCOrm?ql6nFrw2tYbXHzRn8Yk9ZI4dyT7tY Scale = 1:78.0 1 2 3 4 5 6 7 8 9 13 12 11 1018 3x6 4x6 6x6 5x6 2x4 3x66x16 4x6 3x63x8 2x4 3x6 9-5-8 9-5-8 15-11-8 6-6-0 20-3-0 4-3-8 -0-10-8 0-10-8 3-6-0 3-6-0 9-5-8 5-11-8 14-0-10 4-7-2 17-4-6 3-3-13 20-3-0 2-10-10 1-0-146-7-612-1-510-1-66-7-614.00 12 Plate Offsets (X,Y)-- [2:1-0-3,0-2-0], [2:0-7-8,Edge], [6:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.43 0.58 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.33 0.03 0.01 (loc) 13-16 13-16 2 13 l/defl >999 >575 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 9-10,6-13: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 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.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10 REACTIONS. (lb/size)2=654/0-3-8, 11=1102/0-3-8 Max Horz2=338(LC 6) Max Uplift11=-97(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-686/9, 4-6=-449/53, 6-7=-403/87 BOT CHORD 2-13=-236/361 WEBS 7-11=-662/173, 8-11=-283/53 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 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) 11. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978677 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-HrnU5c_NRVWiO8PxgUm4TGPkIxg4AMrizpJrd3yT7tX Scale = 1:68.8 1 23 4 5 6 7 8 914 13 12 11 10 19 4x6 8x8 5x12 4x6 2x4 2x4 3x8 2x4 2x4 3x6 3x6 5x12 7-9-7 7-9-7 11-1-9 3-4-2 15-11-8 4-9-15 16-0-0 0-0-8 20-3-0 4-3-0 -0-10-8 0-10-8 3-6-0 3-6-0 7-9-7 4-3-7 11-1-9 3-4-2 16-0-0 4-10-7 20-3-0 4-3-0 21-1-8 0-10-8 1-0-1410-1-14 12-3-01-7-52-1-212-3-014.00 12 Plate Offsets (X,Y)-- [5:0-3-2,0-2-0], [6:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.31 0.39 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.17 0.01 -0.01 (loc) 14-17 14-17 2 14-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 7-11: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 4-14,8-10,10-12,8-12: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 6-14, 6-12 REACTIONS. (lb/size)2=734/0-3-8, 10=257/0-3-8, 12=852/0-3-8 Max Horz2=-285(LC 4) Max Uplift2=-19(LC 6), 12=-121(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-678/77, 4-5=-565/133, 5-6=-299/143 BOT CHORD 2-14=-161/399, 13-14=-59/289, 12-13=-60/288, 7-12=-314/309 WEBS 6-12=-441/34 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) 2 except (jt=lb) 12=121. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T15 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978678 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-HrnU5c_NRVWiO8PxgUm4TGPktxlKANzizpJrd3yT7tX Scale = 1:36.4 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 4x6 3x4 4-1-14 4-1-14 6-8-12 2-6-14 -0-10-8 0-10-8 4-1-14 4-1-14 6-8-12 2-6-14 1-0-145-9-35-11-15-5-110-3-85-9-314.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.27 0.12 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 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 (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)7=324/0-3-8, 5=253/0-1-8 Max Horz7=207(LC 6) Max Uplift5=-75(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-286/20 BOT CHORD 6-7=-288/76 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 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T16 Truss Type Half Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978679 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-l1KsJy??CpeY0I_7DCIJ?TyqjL3RvnLrBT2P9VyT7tW Scale = 1:43.2 1 2 3 4 7 6 5 5x6 2x4 2x4 4x6 5x8 3x4 5-5-5 5-5-5 6-8-12 1-3-7 -0-10-8 0-10-8 5-5-5 5-5-5 6-8-12 1-3-7 1-0-147-3-37-5-16-11-110-3-87-3-314.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.19 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.00 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 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 (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-1-12 oc bracing. REACTIONS. (lb/size)7=324/0-3-8, 5=253/0-1-8 Max Horz7=253(LC 6) Max Uplift5=-128(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-273/0 BOT CHORD 6-7=-418/158 WEBS 3-5=-288/233, 2-6=-110/386 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 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=128. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T17 Truss Type Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978680 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-l1KsJy??CpeY0I_7DCIJ?TyqiL0MvmUrBT2P9VyT7tW Scale = 1:40.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 6x6 6x6 2x4 3x63x6 3x8 2x4 3x6 4x6 2x4 4x6 3-11-2 3-11-2 10-9-8 6-10-6 17-7-14 6-10-6 21-7-0 3-11-2 -0-10-8 0-10-8 3-11-2 3-11-2 10-9-8 6-10-6 17-7-14 6-10-6 21-7-0 3-11-2 22-5-8 0-10-8 1-7-56-0-76-2-51-7-56-0-714.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.59 0.39 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.02 (loc) 10-12 10-12 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,5-10: 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 (5-5-14 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)13=1006/0-3-8, 8=1006/0-3-8 Max Horz13=-160(LC 4) Max Uplift13=-47(LC 5), 8=-47(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/122, 3-4=-936/165, 4-5=-936/165, 5-6=-908/122, 2-13=-996/115, 6-8=-996/115 BOT CHORD 10-12=-120/541, 9-10=-51/541 WEBS 3-10=-128/537, 4-10=-489/197, 5-10=-128/537, 2-12=-67/560, 6-9=-68/560 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) 13, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T18 Truss Type Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978681 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-EEuFWH0dz7mPdSYKnvpYYhV0UlNpeA4?Q7oyhyyT7tV Scale = 1:46.5 1 2 3 4 5 6 7 13 12 11 10 9 8 14 6x6 6x6 2x4 3x63x6 3x8 2x4 3x6 5x8 2x4 5x8 5-2-9 5-2-9 10-9-8 5-6-15 16-4-7 5-6-15 21-7-0 5-2-9 -0-10-8 0-10-8 5-2-9 5-2-9 10-9-8 5-6-15 16-4-7 5-6-15 21-7-0 5-2-9 22-5-8 0-10-8 1-7-57-6-77-8-51-7-57-6-714.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [5:0-3-15,0-3-0], [6:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.31 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.01 0.01 (loc) 9-10 9-10 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)13=1016/0-3-8, 8=1017/0-3-8 Max Horz13=196(LC 5) Max Uplift13=-35(LC 6), 8=-35(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-946/131, 3-4=-751/164, 4-5=-751/164, 5-6=-948/131, 2-13=-978/123, 6-8=-980/123 BOT CHORD 10-12=-118/537, 9-10=-43/539 WEBS 3-10=-119/385, 4-10=-392/160, 5-10=-119/383, 2-12=-76/480, 6-9=-78/482 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) 13, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T19 Truss Type Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978682 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-iQSdkd1FkQuGFc7WLdKn4u16E8dnNh78fnXWDOyT7tU Scale = 1:51.2 1 2 3 4 5 6 11 10 9 8 712 6x6 6x6 2x4 3x84x6 4x8 6x10 2x4 6x10 6-6-0 6-6-0 15-1-0 8-7-0 21-7-0 6-6-0 -0-10-8 0-10-8 6-6-0 6-6-0 15-1-0 8-7-0 21-7-0 6-6-0 22-5-8 0-10-8 1-7-59-0-79-2-51-7-59-0-714.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [4:0-3-15,0-3-0], [5:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.84 0.65 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.41 0.01 0.01 (loc) 8-10 8-10 7 8-10 l/defl >999 >627 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,3-8,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-13 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (lb/size)11=1031/0-3-8, 7=994/0-3-8 Max Horz11=-233(LC 4) Max Uplift11=-39(LC 6), 7=-39(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1003/131, 3-4=-529/166, 4-5=-956/131, 2-11=-1007/122, 5-7=-962/121 BOT CHORD 10-11=-275/296, 8-10=-113/559 WEBS 3-10=0/265, 4-8=0/265, 2-10=-103/501, 5-8=-106/463 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) 11, 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T20 Truss Type Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978683 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-iQSdkd1FkQuGFc7WLdKn4u1DQ8gENZO8fnXWDOyT7tU Scale = 1:59.1 1 2 3 4 5 6 78 13 12 11 10 914 6x6 6x6 3x63x8 4x6 3x6 4x6 2x4 3x6 3x6 2x4 7-9-7 7-9-7 13-9-9 6-0-2 21-7-0 7-9-7 -0-10-8 0-10-8 3-6-0 3-6-0 7-9-7 4-3-7 13-9-9 6-0-2 18-1-0 4-3-7 21-7-0 3-6-0 22-5-8 0-10-8 1-7-510-6-710-8-51-7-510-6-714.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.44 0.49 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.22 0.02 0.01 (loc) 10-12 9-10 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size)13=982/0-3-8, 9=999/0-3-8 Max Horz13=-269(LC 4) Max Uplift13=-41(LC 6), 9=-41(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-824/191, 4-5=-473/179, 5-6=-846/191 BOT CHORD 12-13=-171/490, 10-12=-38/487, 9-10=0/502 WEBS 4-12=-41/269, 5-10=-60/281, 3-13=-817/11, 6-9=-842/11 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) 13, 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T21 Truss Type Hip Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978684 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-Ac0?xz1tVk07tmiiuKr0d6aK3Y?C617HtRH3mqyT7tT Scale = 1:72.3 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 6x6 6x6 3x63x8 4x6 3x6 4x6 3x4 3x8 3x8 3x4 9-0-14 9-0-14 12-6-2 3-5-5 21-7-0 9-0-14 -0-10-8 0-10-8 3-6-0 3-6-0 9-0-14 5-6-14 12-6-2 3-5-5 18-1-0 5-6-14 21-7-0 3-6-0 22-5-8 0-10-8 1-7-512-0-712-2-51-7-512-0-714.00 12 Plate Offsets (X,Y)-- [4:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.64 0.57 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >592 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size)13=958/0-3-8, 9=964/0-3-8 Max Horz13=-305(LC 4) Max Uplift13=-41(LC 6), 9=-41(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-787/194, 4-5=-421/196, 5-6=-794/194 BOT CHORD 12-13=-186/482, 10-12=-35/425, 9-10=0/486 WEBS 4-12=-68/262, 5-10=-71/262, 3-13=-795/54, 6-9=-801/54 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) 13, 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T22 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978685 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-epaN8J2VG28_UwHvS2MFAJ7V6yJPrVWR650cIGyT7tS Scale = 1:74.2 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 4x6 8x8 3x83x8 4x6 3x6 4x6 3x4 4x6 4x6 3x4 9-1-7 9-1-7 12-5-9 3-4-2 21-7-0 9-1-7 -0-10-8 0-10-8 3-6-0 3-6-0 9-1-7 5-7-7 12-5-9 3-4-2 18-1-0 5-7-7 21-7-0 3-6-0 22-5-8 0-10-8 1-7-512-3-01-7-512-3-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.69 0.64 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.49 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >524 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-12,5-10: 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 (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS. (lb/size)13=1001/0-3-8, 9=1002/0-3-8 Max Horz13=-309(LC 4) Max Uplift13=-40(LC 6), 9=-40(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-780/192, 4-5=-418/197, 5-6=-780/192, 2-13=-252/101, 7-9=-253/101 BOT CHORD 12-13=-189/487, 10-12=-35/418, 9-10=0/487 WEBS 4-12=-69/260, 5-10=-69/259, 3-13=-721/62, 6-9=-720/62 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) 13, 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss T23 Truss Type COMMON Qty 5 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978686 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-epaN8J2VG28_UwHvS2MFAJ7cfyOUrc_R650cIGyT7tS Scale = 1:67.0 1 23 4 5 6 7 8 9 5x12 4x65x12 4x6 4x6 2x4 3x8 2x4 7-11-8 7-11-8 15-11-0 7-11-8 -0-10-8 0-10-8 3-6-0 3-6-0 7-11-8 4-5-8 12-5-0 4-5-8 15-11-0 3-6-0 1-0-1410-4-51-0-1414.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14], [8:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB Matrix-MS 0.21 0.38 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.01 (loc) 9-16 9-12 8 9-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-9: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 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)8=635/0-3-8, 2=691/0-3-8 Max Horz2=241(LC 5) Max Uplift8=-28(LC 6), 2=-34(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-630/112, 4-5=-515/169, 5-6=-516/169, 6-8=-630/112 BOT CHORD 2-9=-106/369, 8-9=-6/372 WEBS 5-9=-144/414 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) 8, 2. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978687 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-aBi8Z?4mofOikDRHaTOjFkCsUmxkJLakaPVjM9yT7tQ Scale = 1:75.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1119 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 6x6 3x6 6x8 3x12 6x16 4x8 3x6 2x4 4x8 3x8 2x4 2x4 5x8 4x6 6x8 3x6 4x8 5-7-8 5-7-8 11-0-4 5-4-13 18-10-5 7-10-1 26-10-2 7-11-13 34-9-15 7-11-13 42-11-8 8-1-9 -0-10-8 0-10-8 5-7-8 5-7-8 11-0-4 5-4-13 18-10-5 7-10-1 26-10-2 7-11-13 34-9-15 7-11-13 42-11-8 8-1-9 0-7-148-8-128-11-18-8-129.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-9], [12:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.63 0.91 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.23 -0.50 0.11 0.30 (loc) 14-15 14-15 11 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 475 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-18,3-17,5-15,7-14,9-12: 2x4 SPF-S Stud WEDGE Left: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-13 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 9-6-0 oc bracing. WEBS 1 Row at midpt 10-11, 5-17, 10-12 REACTIONS. (lb/size)11=4615/Mechanical, 2=4319/0-3-8 Max Horz2=276(LC 13) Max Uplift11=-2184(LC 3), 2=-1629(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6464/2573, 3-4=-5718/2509, 4-5=-4480/2024, 5-7=-5666/2689, 7-9=-5666/2689, 9-10=-3777/1815, 10-11=-4131/1970 BOT CHORD 2-18=-2110/4934, 17-18=-2110/4934, 15-17=-2771/6013, 14-15=-2771/6013, 12-14=-1815/3777 WEBS 3-18=-143/700, 3-17=-531/169, 4-17=-1404/3005, 5-17=-2301/1224, 5-15=-716/1417, 5-14=-503/180, 7-14=-461/186, 9-14=-1281/2734, 9-12=-2497/1126, 10-12=-2608/5425 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 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, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=2184, 2=1629. 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. Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG01 Truss Type Half Hip Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978687 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:47 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-aBi8Z?4mofOikDRHaTOjFkCsUmxkJLakaPVjM9yT7tQ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 476 lb down and 179 lb up at 5-1-0, 233 lb down and 87 lb up at 7-1-0, 233 lb down and 140 lb up at 9-1-0, 240 lb down and 197 lb up at 11-1-0, 240 lb down and 197 lb up at 13-1-0, 240 lb down and 197 lb up at 15-1-0, 240 lb down and 197 lb up at 17-1-0, 240 lb down and 197 lb up at 19-1-0, 240 lb down and 197 lb up at 21-1-0, 240 lb down and 197 lb up at 23-1-0, 240 lb down and 197 lb up at 25-1-0, 240 lb down and 197 lb up at 27-1-0, 240 lb down and 197 lb up at 29-1-0, 240 lb down and 197 lb up at 31-1-0, 240 lb down and 197 lb up at 33-1-0, 240 lb down and 197 lb up at 35-1-0, 240 lb down and 197 lb up at 37-1-0, and 240 lb down and 197 lb up at 39-1-0, and 240 lb down and 197 lb up at 41-1-0 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: 1-4=-60, 4-10=-60, 2-23=-20, 23-27=-60, 27-29=-20, 12-29=-60, 12-33=-20, 11-33=-60 Concentrated Loads (lb) Vert: 17=-240(F) 15=-240(F) 14=-240(F) 12=-240(F) 13=-240(F) 19=-476(F) 20=-233 21=-233 22=-240(F) 24=-240(F) 25=-240(F) 26=-240(F) 27=-240(F) 28=-240(F) 30=-240(F) 31=-240(F) 32=-240(F) 34=-240(F) 35=-240(F) 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. 11/16/18 Mike Sheeks Job B18803013 Truss TG02 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978688 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-2OFWnL4OZzWZLN0U7Awynyk2z9Nd2qbto3FGvbyT7tP Scale = 1:87.2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 244x6 6x8 4x6 6x8 5x6 4x6 3x4 3x4 4x6 4x6 2x4 4x6 4x6 4x6 6x10 4x8 4x6 4x6 3x4 6-4-1 6-4-1 12-5-8 6-1-7 20-8-12 8-3-4 28-11-8 8-2-12 29-0-0 0-0-8 37-9-8 8-9-8 43-0-8 5-3-0 48-7-0 5-6-8 6-4-1 6-4-1 12-5-8 6-1-7 20-8-12 8-3-4 29-0-0 8-3-4 37-9-8 8-9-8 43-0-8 5-3-0 48-7-0 5-6-8 0-7-1410-0-012-1-24-0-02-1-212-1-29.00 12 Plate Offsets (X,Y)-- [3:0-5-4,0-3-0], [7:0-5-4,0-3-0], [15:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.52 0.54 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.22 0.03 0.07 (loc) 16-18 16-18 15 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 642 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x6 SPF No.2 *Except* 6-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,2-18,8-11,9-10,9-11: 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 (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. 1 Row at midpt 6-15 WEBS 1 Row at midpt 4-15, 7-15 REACTIONS. (lb/size)1=2072/0-3-8, 15=3484/0-3-8, 10=583/0-3-8 Max Horz1=270(LC 12) Max Uplift1=-128(LC 5), 15=-382(LC 4), 10=-38(LC 14) Max Grav1=2080(LC 9), 15=3484(LC 1), 10=607(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2931/190, 2-3=-2442/243, 3-4=-1436/203, 4-6=-84/479, 6-7=-82/478, 7-8=-285/162, 8-9=-444/94, 9-10=-562/68 BOT CHORD 1-19=-357/2208, 18-19=-357/2208, 16-18=-306/1843, 15-16=-246/1434, 6-15=-486/214, 11-13=0/305 WEBS 2-19=0/259, 2-18=-481/175, 3-18=-69/939, 3-16=-634/91, 4-16=-20/1259, 4-15=-2866/388, 7-15=-908/73, 7-13=-57/414, 8-13=-274/148, 9-11=0/353 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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) 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 1=128, 15=382. 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) 565 lb down and 94 lb up at 17-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG02 Truss Type Piggyback Base Girder Qty 2 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978688 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:48 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-2OFWnL4OZzWZLN0U7Awynyk2z9Nd2qbto3FGvbyT7tP 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=-90(F=-30), 3-20=-90(F=-30), 20-21=-310, 7-21=-60, 7-9=-60, 1-18=-30(F=-10), 17-18=-70(F=-10), 17-22=-60, 16-22=-20, 16-23=-60, 15-23=-20, 14-24=-20, 11-24=-60, 10-11=-20 Concentrated Loads (lb) Vert: 22=-565(F) 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. 11/16/18 Mike Sheeks Job B18803013 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978689 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-Wapu_h50KGeQzXbghtRBK9H96ZmunKn11j_qR2yT7tO Scale = 1:75.0 1 2 3 4 5 6 7 8 14 13 12 11 10 915 16 17 18 3x6 4x8 8x10 5x6 3x6 3x6 3x6 3x12 12x12 3x6 8x8 8x8 6x8 4-0-0 4-0-0 6-10-4 2-10-4 9-5-8 2-7-4 14-1-1 4-7-9 15-11-8 1-10-7 -0-10-8 0-10-8 4-0-0 4-0-0 6-10-4 2-10-4 9-5-8 2-7-4 14-1-1 4-7-9 15-11-8 1-10-7 1-0-1412-1-54-6-514.00 12 Plate Offsets (X,Y)-- [2:0-2-2,0-1-13], [6:Edge,0-2-0], [8:Edge,0-1-5], [10:0-3-8,0-4-0], [12:0-3-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.82 0.29 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.14 0.01 0.06 (loc) 12 12 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 442 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 5-11,6-11,5-12,8-10: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 2-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=5531/0-3-8, 9=9171/0-3-8 Max Horz2=273(LC 12) Max Uplift2=-1385(LC 6), 9=-1279(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6693/1759, 3-5=-6225/1694, 5-6=-4904/1150, 6-7=-4966/1136, 7-8=-3683/533, 8-9=-8424/1180 BOT CHORD 2-13=-1143/4015, 12-13=-1143/4015, 11-12=-1074/3986, 10-11=-329/2350 WEBS 3-13=-186/390, 5-11=-2733/1460, 6-11=-1641/7121, 7-11=-612/1424, 5-12=-1765/3492, 7-10=-2223/880, 8-10=-844/6045 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-5 2x4 - 1 row at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1385, 9=1279. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4595 lb down and 2196 lb up at 6-10-4, 2221 lb down and 184 lb up at 8-9-8, 2189 lb down and 69 lb up at 10-9-8, and 2189 lb down and 69 lb up at 12-9-8, and 2189 lb down and 69 lb up at 14-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978689 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:49 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-Wapu_h50KGeQzXbghtRBK9H96ZmunKn11j_qR2yT7tO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 2-9=-20 Concentrated Loads (lb) Vert: 12=-4595(B) 15=-2221(B) 16=-2189 17=-2189 18=-2189 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. 11/16/18 Mike Sheeks Job B18803013 Truss TG04 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978690 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-Wapu_h50KGeQzXbghtRBK9HKZZo?nTt11j_qR2yT7tO Scale = 1:73.0 1 2 4 35 2x4 4x6 2x4 4x6 2-1-8 2-1-8 2-1-8 2-1-8 13-6-15LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-3, 1-3 REACTIONS. (lb/size)4=533/Mechanical, 3=606/Mechanical Max Uplift4=-69(LC 3), 3=-82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-284/37, 2-3=-284/37 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) 4, 3. 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) 534 lb down and 99 lb up at 1-2-4 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: 1-2=-310, 3-4=-20 Concentrated Loads (lb) Vert: 5=-534(F) 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978691 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-?mNGC16e5amHbhAsFbyQtNqKMzzpWl_AGNkNzUyT7tN Scale = 1:90.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 1121 22 23 24 25 26 27 6x6 6x10 4x6 3x4 4x64x10 4x6 10x10 2x4 4x6 6x6 6x16 4x6 8x8 2x4 5x8 4x6 5x8 5x10 MT18HS 8-7-3 8-7-3 12-8-14 4-1-11 21-0-9 8-3-11 29-2-7 8-1-15 37-6-2 8-3-11 43-9-4 6-3-2 50-3-0 6-5-12 8-7-3 8-7-3 12-8-14 4-1-11 21-0-9 8-3-11 29-2-7 8-1-15 37-6-2 8-3-11 43-9-4 6-3-2 50-3-0 6-5-12 51-1-8 0-10-8 4-2-147-1-410-0-410-2-90-7-1410-0-44.00 12 9.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-3-0], [8:0-4-0,0-4-8], [9:0-2-5,0-2-2], [19:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.78 0.88 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.33 -0.73 0.12 0.30 (loc) 14-16 14-16 9 14-16 l/defl >999 >824 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 663 lb FT = 20% GRIP 169/123 244/190 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x6 SP 2400F 2.0E *Except* 9-13: 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-19,2-18,8-12,8-11,1-20: 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 (5-4-2 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)20=4545/0-3-8, 9=4255/0-3-8 Max Horz20=224(LC 4) Max Uplift20=-859(LC 3), 9=-661(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5696/1098, 2-3=-6662/1373, 3-4=-7997/1818, 4-6=-7994/1816, 6-7=-7413/1599, 7-8=-6115/1183, 8-9=-6504/1106, 1-20=-4443/895 BOT CHORD 18-19=-1136/5385, 16-18=-1134/5341, 14-16=-1497/7411, 12-14=-802/4834, 11-12=-791/5018, 9-11=-791/5018 WEBS 2-19=-2403/556, 3-18=-55/500, 3-16=-1111/4144, 4-16=-567/225, 6-16=-444/980, 6-14=-1326/567, 7-14=-1065/4033, 7-12=-83/271, 8-11=0/289, 1-19=-1091/5807 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=859, 9=661. 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. Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG05 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978691 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:51 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-TzxePM7Gsuu8Crk2pITfPaMV6NJ2FCEJU1TxVwyT7tM NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1465 lb down and 285 lb up at 19-4-0, 285 lb down and 224 lb up at 20-7-12, 285 lb down and 224 lb up at 22-7-12, and 285 lb down and 224 lb up at 24-7-12, and 1858 lb down and 302 lb up at 25-11-0 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: 1-2=-60, 2-3=-60, 3-7=-60, 7-10=-60, 18-20=-20, 18-21=-60, 21-25=-20, 14-25=-60, 14-27=-20, 12-27=-60, 9-12=-20 Concentrated Loads (lb) Vert: 22=-1465(B) 23=-285 24=-285 25=-285 26=-1858(B) 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. 11/16/18 Mike Sheeks Job B18803013 Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978692 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-TzxePM7Gsuu8Crk2pITfPaMf5NTwFJGJU1TxVwyT7tM Scale = 1:26.1 1 2 3 4 7 6 58 5x6 2x4 4x63x125x6 2x4 2-10-7 2-10-7 6-8-12 3-10-5 -0-10-8 0-10-8 2-10-7 2-10-7 6-8-12 3-10-5 1-0-144-3-34-5-14-3-314.00 12 Plate Offsets (X,Y)-- [2:0-1-14,0-2-13], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.14 0.25 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=496/Mechanical, 2=525/0-3-8 Max Horz2=121(LC 12) Max Uplift5=-164(LC 4), 2=-131(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-542/159 BOT CHORD 2-6=-139/278, 5-6=-134/262 WEBS 3-6=-168/447, 3-5=-364/152 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; end vertical left and right exposed; 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) 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) except (jt=lb) 5=164, 2=131. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 272 lb down and 147 lb up at 2-10-7, and 170 lb down and 76 lb up at 4-9-8 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=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-272 8=-170 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978693 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-x9V1ci8udB1?q_JFM0_uyovmvnm8_jfTjgDU2MyT7tL Scale = 1:40.7 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 21 6x6 3x6 6x6 2x4 4x63x8 2x4 3x8 3x6 2x4 3x6 3x8 2-7-11 2-7-11 10-9-8 8-1-13 18-11-5 8-1-13 21-7-0 2-7-11 -0-10-8 0-10-8 2-7-11 2-7-11 10-9-8 8-1-13 18-11-5 8-1-13 21-7-0 2-7-11 22-5-8 0-10-8 1-7-54-6-74-8-51-7-54-6-714.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [6:0-3-15,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.40 0.44 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.03 0.07 (loc) 10-11 10-11 9 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 216 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,4-10: 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 (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)14=1735/0-3-8, 9=1833/0-3-8 Max Horz14=-120(LC 3) Max Uplift14=-633(LC 4), 9=-693(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1588/646, 3-4=-999/441, 4-6=-1070/485, 6-7=-1703/716, 2-14=-1864/695, 7-9=-1995/774 BOT CHORD 11-13=-974/2419, 10-11=-974/2419 WEBS 3-13=-379/875, 4-13=-1601/640, 4-11=-294/818, 4-10=-1520/590, 6-10=-432/962, 2-13=-489/1203, 7-10=-546/1294 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=633, 9=693. 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) 280 lb down and 222 lb up at 2-7-11, 148 lb down and 90 lb up at 4-8-13, 148 lb down and 90 lb up at 6-8-13, 148 lb down and 90 lb up at 8-8-13, 148 lb down and 90 lb up at 10-8-13, 148 lb down and 90 lb up at 12-8-13, 148 lb down and 90 lb up at 14-8-13, 148 lb down and 90 lb up at 16-8-13, and 148 lb down and 90 lb up at 18-2-13, and 280 lb down and 222 lb up at 18-10-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss TG07 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978693 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:52 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-x9V1ci8udB1?q_JFM0_uyovmvnm8_jfTjgDU2MyT7tL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-6=-60, 6-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 13=-280 11=-148 10=-280 15=-148 16=-148 17=-148 18=-148 19=-148 20=-148 21=-148 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. 11/16/18 Mike Sheeks Job B18803013 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978694 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-PL3Pq28XOV9rS8uRwjV7U?SxHA6yjEBcyKy1apyT7tK Scale: 3/16"=1' 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 18-2-9 18-2-9 3-3-15 3-3-15 9-3-1 5-11-1 18-2-9 8-11-8 6-6-1310-5-70-0-410-5-714.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-2-0], [4:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.41 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud *Except* 4-6: 2x4 SPF No.2 BOT CHORD2x4 SPF-S Stud *Except* 8-12: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 5-7: 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 (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 3-10, 2-11 REACTIONS. All bearings 18-2-6. (lb) - Max Horz12=-232(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 9, 10 except 7=-265(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12, 6, 11 except 9=458(LC 11), 10=353(LC 11), 7=487(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-280/190 WEBS 5-7=-303/311 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6, 9, 10 except (jt=lb) 7=265. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978695 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-PL3Pq28XOV9rS8uRwjV7U?SxJA7xjG5cyKy1apyT7tK Scale = 1:52.2 1 2 3 4 5 6 12 11 10 9 8 7 2x4 2x4 4x6 4x6 3x44x8 2x4 2x4 2x4 2x4 2x4 16-11-2 16-11-2 3-3-15 3-3-15 9-3-1 5-11-1 16-11-2 7-8-2 5-0-138-11-70-0-48-11-714.00 12 Plate Offsets (X,Y)-- [2:0-3-2,0-2-0], [4:0-3-2,0-2-0], [8:0-1-12,0-0-0], [9:0-4-0,0-1-4], [9:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.42 0.34 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud *Except* 4-6: 2x4 SPF No.2 BOT CHORD2x4 SPF-S Stud *Except* 9-12: 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 5-7: 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 (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 3-10, 2-11 REACTIONS. All bearings 16-10-15. (lb) - Max Horz12=-191(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 12, 6, 8, 10 except 7=-221(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12, 6, 11 except 8=464(LC 11), 10=352(LC 11), 7=419(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-252/181 WEBS 5-7=-252/263 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6, 8, 10 except (jt=lb) 7=221. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978696 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-tXdn1O998pHi3ITdUR0M1D_99aWpShZmB_ib6FyT7tJ Scale = 1:66.9 1 2 3 4 5 6 11 10 9 8 7 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-7-11 15-7-11 6-3-8 6-3-8 15-7-11 9-4-3 3-6-1310-10-150-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.17 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-9: 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. WEBS 1 Row at midpt 3-9 REACTIONS. All bearings 15-7-8. (lb) - Max Horz11=-243(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 11, 9 except 6=-224(LC 5), 10=-196(LC 6), 8=-216(LC 7), 7=-162(LC 7) Max Grav All reactions 250 lb or less at joint(s) 11 except 6=287(LC 4), 9=478(LC 1), 10=387(LC 10), 8=427(LC 11), 7=251(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-117/277, 4-5=-280/280, 5-6=-381/292 WEBS 3-9=-318/80, 4-8=-266/265 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) 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) 11, 9 except (jt=lb) 6=224, 10=196, 8=216, 7=162. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978697 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-LkB9FkAnv6PZhS2q28YbaQXKu_r2B9EvPeR8ehyT7tI Scale = 1:57.7 1 2 3 4 5 9 8 7 6 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 14-4-4 14-4-4 6-3-8 6-3-8 14-4-4 8-0-12 2-0-139-4-150-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.17 0.14 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: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-7: 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 3-7 REACTIONS. All bearings 14-4-1. (lb) - Max Horz9=-240(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 9, 7 except 5=-159(LC 5), 8=-211(LC 6), 6=-228(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 5 except 7=468(LC 1), 8=386(LC 10), 6=442(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-103/272, 3-4=-122/276, 4-5=-284/282 WEBS 3-7=-318/89, 4-6=-272/274 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) 9, 7 except (jt=lb) 5=159, 8=211, 6=228. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978698 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-LkB9FkAnv6PZhS2q28YbaQXK5_ryB9yvPeR8ehyT7tI Scale = 1:48.8 1 2 3 4 5 8 7 69 10 3x4 4x6 3x4 2x42x4 2x4 2x4 2x4 13-0-14 13-0-14 6-3-8 6-3-8 13-0-14 6-9-6 0-1-77-10-150-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.21 0.18 0.15 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: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 13-0-10. (lb) - Max Horz1=-183(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-204(LC 6), 6=-195(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=366(LC 1), 8=353(LC 10), 6=360(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-230/252 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=204, 6=195. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978699 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-pwkXS4BPgQXQJcd0bs3q6e4UbOCKwd?3eIBiB8yT7tH Scale = 1:39.9 1 2 3 4 5 8 7 6 3x4 4x6 3x4 2x42x4 2x4 2x4 2x4 10-11-10 10-11-10 10-11-14 0-0-3 5-5-15 5-5-15 10-11-14 5-5-15 0-0-46-4-150-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.11 0.10 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: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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 10-11-7. (lb) - Max Horz1=-147(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-195(LC 6), 6=-195(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=304(LC 10), 6=304(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-245/264, 4-6=-245/264 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=195, 6=195. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978700 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-pwkXS4BPgQXQJcd0bs3q6e4TcOB0wdT3eIBiB8yT7tH Scale = 1:33.3 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 8-5-0 8-4-12 4-2-8 4-2-8 8-5-0 4-2-8 0-0-44-10-150-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.19 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: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 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=181/8-4-9, 3=181/8-4-9, 4=260/8-4-9 Max Horz1=110(LC 5) Max Uplift1=-21(LC 7), 3=-16(LC 6) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978701 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-H6IwgQB1RkfHwmCC9Za3frcejoXdf5OCtywFjayT7tG Scale: 1/2"=1' 1 2 3 42x4 4x6 2x42x4 0-0-3 0-0-3 5-10-2 5-9-15 2-11-1 2-11-1 5-10-2 2-11-1 0-0-43-4-150-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.26 0.17 0.03 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=130/5-9-11, 3=130/5-9-11, 4=158/5-9-11 Max Horz1=-74(LC 4) Max Uplift1=-25(LC 7), 3=-20(LC 6) Max Grav1=130(LC 1), 3=130(LC 1), 4=161(LC 2) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978702 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-H6IwgQB1RkfHwmCC9Za3frchhoXXf5rCtywFjayT7tG Scale = 1:12.4 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 3-3-4 3-3-1 1-7-10 1-7-10 3-3-4 1-7-10 0-0-41-10-150-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.07 0.17 0.00 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: 7 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=106/3-2-14, 3=106/3-2-14 Max Horz1=-37(LC 4) Max Uplift1=-4(LC 7), 3=-4(LC 6) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978703 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-mJsItmCfC1n8YvnPjG5IB39qZBqGOWoL5cgoF0yT7tF Scale = 1:58.6 1 2 3 4 5 9 8 7 63x4 4x6 3x4 4x82x4 2x4 2x4 2x4 16-4-8 16-4-8 16-4-11 0-0-3 8-2-6 8-2-6 16-4-11 8-2-6 0-0-49-6-120-0-414.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14], [7:0-0-0,0-1-12], [7:0-4-0,0-1-4], [8:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.19 0.33 0.15 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: 64 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. All bearings 16-4-4. (lb) - Max Horz1=-223(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-233(LC 6), 6=-233(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=373(LC 1), 9=449(LC 10), 6=449(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-277/275, 4-6=-278/276 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) 9=233, 6=233. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978704 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-EVQg56DHzLv?A3MbH_cXkGi_qbDo7x3VKGPMoSyT7tE Scale = 1:51.7 1 2 3 4 7 6 589 3x4 4x6 3x4 2x42x42x4 2x4 11-0-3 11-0-3 6-10-15 6-10-15 11-0-3 4-1-4 0-0-48-0-123-3-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.29 0.18 0.27 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: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD2x4 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 10-11-15. (lb) - Max Horz1=175(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-127(LC 4), 5=-109(LC 7), 7=-198(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=454(LC 1), 7=367(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/212 WEBS 2-7=-240/256 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 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) 6 except (jt=lb) 1=127, 5=109, 7=198. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978705 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:03:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-EVQg56DHzLv?A3MbH_cXkGi_vbEs7zZVKGPMoSyT7tE Scale = 1:44.3 1 2 3 4 7 6 52x4 4x6 3x4 2x42x4 2x4 2x4 9-8-12 9-8-12 5-7-8 5-7-8 9-8-12 4-1-4 0-0-46-6-121-9-514.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.28 0.12 0.18 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: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD2x4 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 9-8-9. (lb) - Max Horz1=144(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-162(LC 4), 5=-115(LC 7), 7=-190(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=299(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/217 WEBS 2-7=-241/261 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 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) 6 except (jt=lb) 1=162, 5=115, 7=190. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978706 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-ih_2IREwkf1soDxnqh7mHUE9I?YlsQLeZw9vKvyT7tD Scale = 1:34.3 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 8-5-5 8-5-2 4-4-1 4-4-1 8-5-5 4-1-4 0-0-45-0-120-0-414.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:Edge,0-1-14], [3:0-0-11,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.31 0.20 0.08 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: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 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=187/8-7-11, 3=187/8-7-11, 4=269/8-7-11 Max Horz1=-114(LC 4) Max Uplift1=-22(LC 7), 3=-17(LC 6) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978707 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-ih_2IREwkf1soDxnqh7mHUEBp?Z1sR4eZw9vKvyT7tD Scale = 1:25.0 1 2 3 42x4 4x6 2x42x4 0-0-3 0-0-3 6-1-4 6-1-1 3-0-10 3-0-10 6-1-4 3-0-10 0-0-43-6-120-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.15 0.18 0.03 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: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 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=127/6-0-14, 3=127/6-0-14, 4=184/6-0-14 Max Horz1=-78(LC 4) Max Uplift1=-17(LC 7), 3=-12(LC 6) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978708 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-AuYQVnFYVy9jPNVzOPe?phnNWPwKbueooauSsLyT7tC Scale = 1:13.2 1 2 3 4 2x4 4x6 2x42x4 3-6-3 3-6-3 3-6-7 0-0-3 1-9-3 1-9-3 3-6-7 1-9-3 0-0-42-0-120-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.08 0.05 0.01 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=72/3-6-0, 3=72/3-6-0, 4=88/3-6-0 Max Horz1=-41(LC 4) Max Uplift1=-14(LC 7), 3=-11(LC 6) Max Grav1=72(LC 1), 3=72(LC 1), 4=90(LC 2) 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978709 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-AuYQVnFYVy9jPNVzOPe?phnLCPrbbtyooauSsLyT7tC Scale = 1:50.5 1 2 3 5 462x4 2x4 2x42x4 2x4 7-2-4 7-2-4 0-0-48-4-1014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.23 0.36 0.12 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size)1=68/7-2-0, 4=195/7-2-0, 5=411/7-2-0 Max Horz1=242(LC 6) Max Uplift1=-2(LC 4), 4=-78(LC 6), 5=-202(LC 6) Max Grav1=234(LC 6), 4=195(LC 1), 5=411(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-385/77 WEBS 2-5=-243/308 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=202. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978710 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-e46pj7FAGGHa1X4Ay6AEMvKWupCCKKBx0Ee0OnyT7tB Scale = 1:41.7 1 2 3 5 42x4 2x4 2x42x4 2x4 5-10-13 5-10-13 0-0-46-10-1014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.27 0.12 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=-7/5-10-10, 4=125/5-10-10, 5=317/5-10-10 Max Horz1=196(LC 6) Max Uplift1=-31(LC 4), 4=-77(LC 6), 5=-193(LC 6) Max Grav1=232(LC 6), 4=125(LC 1), 5=317(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/76 WEBS 2-5=-237/311 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) 1, 4 except (jt=lb) 5=193. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978711 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-e46pj7FAGGHa1X4Ay6AEMvKP8pA_KL5x0Ee0OnyT7tB Scale = 1:30.0 1 2 3 2x4 2x4 2x4 4-7-6 4-7-6 0-0-45-4-1014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.67 0.41 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=166/4-7-3, 3=166/4-7-3 Max Horz1=150(LC 6) Max Uplift3=-102(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) except (jt=lb) 3=102. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978712 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-6GfBwTGo1aPRfhfMWqhTu6sgLCZZ3oK4FuNZxEyT7tA Scale = 1:22.6 1 2 32x4 2x4 2x4 3-3-15 3-3-15 0-0-43-10-1014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.32 0.20 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=115/3-3-12, 3=115/3-3-12 Max Horz1=103(LC 6) Max Uplift3=-70(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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978713 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-6GfBwTGo1aPRfhfMWqhTu6sjpCch3oK4FuNZxEyT7tA Scale = 1:15.0 1 2 3 2x4 2x4 2x4 2-0-8 2-0-8 0-0-42-4-1014.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.10 0.06 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: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=63/2-0-5, 3=63/2-0-5 Max Horz1=57(LC 6) Max Uplift3=-39(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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978714 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-aTDZ8pHQotXIGqEY3XCiRKPsactPoEjEUY77TgyT7t9 Scale = 1:48.9 1 2 3 5 462x4 2x4 2x42x4 2x4 6-11-6 6-11-6 0-0-48-1-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-S 0.22 0.35 0.12 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: 28 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 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. WEBS 1 Row at midpt 3-4 REACTIONS. (lb/size)1=56/6-11-2, 4=195/6-11-2, 5=394/6-11-2 Max Horz1=233(LC 6) Max Uplift1=-6(LC 4), 4=-79(LC 6), 5=-196(LC 6) Max Grav1=230(LC 6), 4=195(LC 1), 5=394(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-378/73 WEBS 2-5=-237/304 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=196. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V22 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978715 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-aTDZ8pHQotXIGqEY3XCiRKPsJcuboEeEUY77TgyT7t9 Scale = 1:40.0 1 2 3 5 42x4 2x4 2x42x4 2x4 5-7-15 5-7-15 0-0-46-7-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.24 0.27 0.12 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: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=-31/5-7-11, 4=125/5-7-11, 5=322/5-7-11 Max Horz1=187(LC 6) Max Uplift1=-40(LC 4), 4=-76(LC 6), 5=-196(LC 6) Max Grav1=237(LC 6), 4=125(LC 1), 5=322(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/79 WEBS 2-5=-241/317 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) 1, 4 except (jt=lb) 5=196. 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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V23 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978716 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-2fnxL9I2ZBf8u_pldEjx_XyxZ0DPXiqNiCsg?6yT7t8 Scale = 1:28.6 1 2 3 2x4 2x4 2x4 4-4-8 4-4-8 0-0-45-1-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-P 0.59 0.36 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 CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=156/4-4-4, 3=156/4-4-4 Max Horz1=141(LC 6) Max Uplift3=-96(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. 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. October 15,2018 11/16/18 Mike Sheeks Job B18803013 Truss V24 Truss Type Valley Qty 1 Ply 1 Wedgewood 235 Bridgemont at JG Job Reference (optional) I34978717 8.220 s Sep 24 2018 MiTek Industries, Inc. Mon Oct 15 15:04:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:qHfsIOYLdJgBqW6Nv9YZcfyaSxX-2fnxL9I2ZBf8u_pldEjx_Xy2f0HXXiqNiCsg?6yT7t8 Scale = 1:15.7 1 2 3 4 2x4 3x4 2x4 2x4 3-1-1 3-1-1 2-2-3 2-2-3 3-1-1 0-10-14 0-0-42-6-914.00 12 Plate Offsets (X,Y)-- [2:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB Matrix-R 0.14 0.10 0.00 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=105/3-0-14, 4=105/3-0-14 Max Horz1=70(LC 6) Max Uplift4=-33(LC 6) 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 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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) 4. 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. 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. October 15,2018 11/16/18 Mike Sheeks -0PRODUCT CODE APPROVALS LATERAL BRACING LOCATIONMin 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 Property Damage or Personal InjuryGeneralSafety (Drawings not to scale)© 2012 MiTek® All Rights Reserved MiTek 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 CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS. W4- 6 W3-6W3-7 W2-7W1-7C1-8 C5-6C6-7C7-8 C4-5 C3-4C2-3C1-2 TOP CHORD TOP CHORD 8 7 6 54321 BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates therequired direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbols Numbering System General Safety Notes* Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8 dimensions shown in ft-in-sixteenths 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.11/16/18 Mike Sheeks