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HomeMy WebLinkAbout231JGB - 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: I34691498 thru I34691547 My license renewal date for the state of Indiana is July 31, 2020. B18802850 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 231 Bridgemont at JG 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss CG01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691498 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:40:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-Z4dyb5NF?fauSHRwu_pUaI5z5BMdjbZsjLl5mFycRE2 Scale = 1:42.1 1 2 3 5 4 6 7 8 9 2x4 4x6 2x4 4x6 5-4-15 5-4-15 -2-6-8 2-6-8 5-4-15 5-4-15 2-3-05-7-155-4-70-3-85-7-157.57 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) 0.48 0.19 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.03 -0.00 0.03 (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: 38 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 5-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=508/0-3-8, 4=148/0-1-8 Max Horz5=173(LC 4) Max Uplift5=-181(LC 5), 4=-222(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-452/131 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) 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 181 lb uplift at joint 5 and 222 lb uplift at joint 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 5 lb up at -2-6-8, and 64 lb down and 13 lb up at 3-1-5, and 67 lb down and 106 lb up at 3-7-7 on top chord, and 4 lb down and 195 lb up at 3-1-5, and 15 lb down at 3-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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: 1=-60(F) 7=-11(F) 9=-15(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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss GE01 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691499 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-_fJ4D7P8IazTJkAUZ6MCCwjawOQnwxeIPJzlNaycRE? Scale = 1:100.1 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 6261 60 59 58 57 56 55 54 53 525150 49 48 47 46 45 44 43 4x6 4x6 4x6 3x6 6x6 8x86x6 3x6 4x6 3x6 50-3-0 50-3-0 -0-10-8 0-10-8 15-1-8 15-1-8 35-1-8 20-0-0 50-3-0 15-1-8 51-1-8 0-10-8 0-7-1412-0-00-7-1412-0-09.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-4], [23:0-4-0,0-4-8], [29:0-3-0,0-3-4], [53:0-1-8,0-1-8], [63:0-1-8,0-1-8], [71:0-1-8,0-1-8] 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) 0.06 0.03 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.01 0.00 (loc) 41 41 41 41 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 493 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 10-75,8-76,7-77,6-78,5-79,4-80,3-81,33-49,35-48,36-47,37-46,38-45,39-44,40-43: 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.): 14-29. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 29-54, 28-55, 27-56, 26-57, 25-58, 24-59, 23-60, 22-61, 21-62, 20-64, 19-65, 18-66, 17-67, 16-68, 15-69, 14-70, 13-72, 12-73, 11-74, 30-52, 31-51, 32-50 REACTIONS. All bearings 50-3-0. (lb) - Max Horz2=-271(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 55, 56, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 51, 50, 49, 48, 47, 46, 45, 44, 43, 41 except 2=-122(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 54, 55, 56, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 52, 51, 50, 49, 48, 47, 46, 45, 44, 43, 41 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/223, 12-13=-40/255, 13-14=-40/262, 29-30=-40/256 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 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 55, 56, 57, 58, 59, 60, 61, 62, 64, 65, 66, 67, 68, 69, 70, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 51, 50, 49, 48, 47, 46, 45, 44, 43, 41 except (jt=lb) 2=122. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691500 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:04 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-w2RrepROqBDAY2KthXPgHLovKC5OOrubtdSsQTycRDz Scale = 1:94.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 3x6 5x6 5x6 5x6 4x8 3x6 5x6 42-10-8 42-10-8 -0-10-8 0-10-8 15-1-8 15-1-8 35-1-8 20-0-0 42-10-8 7-9-0 0-7-1412-0-06-2-412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [14:0-3-12,0-1-12], [23:0-3-0,0-3-0], [29:0-4-0,0-2-0], [48:0-3-0,0-3-0], [57:0-2-12,0-1-8] 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) 0.06 0.02 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 -0.00 -0.00 (loc) 1 1 42 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 428 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 No.2 *Except* 10-62,8-63,7-64,6-65,5-66,4-67,3-68,33-38,34-37: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 14-29. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 41-42,40-41,39-40,38-39,37-38,36-37. WEBS 1 Row at midpt 29-42, 28-43, 27-44, 26-45, 25-46, 24-47, 23-48, 22-49, 21-50, 20-51, 19-52, 18-53, 17-54, 16-55, 15-56, 14-58, 13-59, 12-60, 11-61, 30-41, 31-40, 32-39 REACTIONS. All bearings 42-10-8. (lb) - Max Horz2=261(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 36, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 41, 40, 39, 38, 37 except 2=-122(LC 4) Max Grav All reactions 250 lb or less at joint(s) 36, 2, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 41, 40, 39, 38, 37 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/209, 3-4=-273/184 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 41, 40, 39, 38, 37 except (jt=lb) 2=122. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 12) 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. 13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691501 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-OE?Dr8S0bVL1ACv3FFwvpZL1ecPg7Gvk5HCQyvycRDy Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 2524 23 22 21 20 19 18 17 16 3x4 3x4 4x6 3x4 3x43x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-7-8 16-7-8 -0-10-8 0-10-8 8-3-12 8-3-12 16-7-8 8-3-12 17-6-0 0-10-8 1-0-1410-9-41-0-1414.00 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) 0.28 0.15 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 15 15 16 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 122 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* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS. All bearings 16-7-8. (lb) - Max Horz29=-267(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except 29=-184(LC 4), 16=-153(LC 5), 28=-181(LC 5), 17=-169(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 23, 25, 26, 27, 28, 21, 20, 19, 18, 17 except 29=256(LC 5), 22=365(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-29/273, 7-8=-34/309, 8-9=-34/309, 9-10=-29/273 WEBS 8-22=-406/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 25, 26, 27, 21, 20, 19, 18 except (jt=lb) 29=184, 16=153, 28=181, 17=169. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691502 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-sRZb3UTeMoTunMUGoyR8MmuAW?krsi7uKxxzVLycRDx Scale = 1:92.2 1 23 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6 4x6 3x4 3x6 2x4 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 16-9-8 0-10-8 1-8-010-11-71-8-014.00 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) 0.40 0.22 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 123 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* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS. All bearings 15-11-0. (lb) - Max Horz28=277(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-303(LC 4), 16=-283(LC 5), 27=-281(LC 5), 17=-268(LC 4) Max Grav All reactions 250 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18, 17 except 28=328(LC 5), 16=308(LC 4), 22=445(LC 7), 27=261(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-28/277, 6-7=-26/366, 7-8=-31/392, 8-9=-31/392, 9-10=-26/366, 10-11=-28/277 WEBS 8-22=-523/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=303, 16=283, 27=281, 17=268. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss GE05 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691503 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-sRZb3UTeMoTunMUGoyR8MmuE6?m7smFuKxxzVLycRDx Scale = 1:23.0 1 2 3 5 4 2x4 3x4 2x4 2x4 -0-10-8 0-10-8 1-3-8 1-3-8 1-8-03-2-114.00 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) 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=87(LC 5) Max Uplift5=-69(LC 4), 4=-109(LC 5) Max Grav5=133(LC 1), 4=98(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=109. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691504 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-sRZb3UTeMoTunMUGoyR8MmuFO?nlsmFuKxxzVLycRDx Scale = 1:16.7 1 2 3 5 4 2x4 2x4 2x4 2x4 -0-10-8 0-10-8 1-2-10 1-2-10 1-3-02-1-159.00 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) 0.09 0.03 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: 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 1-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size)5=132/1-2-10, 4=3/1-2-10 Max Horz5=57(LC 5) Max Uplift5=-31(LC 6), 4=-49(LC 5) Max Grav5=132(LC 1), 4=50(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, 4. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss GE07 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691505 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-Kd6zGqTG76blPW3SMgyNv_QPZP5ObC?1ZbhW1oycRDw Scale = 1:37.0 1 2 3 4 5 9 8 7 6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-5-11 6-5-11 0-0-44-10-59.00 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.13 0.13 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud 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. REACTIONS. All bearings 6-5-11. (lb) - Max Horz1=133(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 1, 6, 7, 8, 9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7, 8, 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss J01 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691506 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:07 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-Kd6zGqTG76blPW3SMgyNv_QK6P4pbCU1ZbhW1oycRDw Scale = 1:31.5 1 2 5 3 43x4 3x4 4-6-4 4-6-4 -0-10-8 0-10-8 4-6-4 4-6-4 1-3-04-7-114-2-34-7-119.00 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) 0.48 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.05 0.03 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 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 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)5=241/0-3-8, 3=116/Mechanical, 4=49/Mechanical Max Horz5=149(LC 6) Max Uplift3=-80(LC 6) Max Grav5=241(LC 1), 3=116(LC 1), 4=83(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691507 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-ppgLUAUvuQjc1fdewNTcRBzZlpP?KdrBoEQ4ZEycRDv Scale = 1:29.7 1 2 6 5 3 4 2x4 3x6 2x4 1-0-0 1-0-0 1-8-10 0-8-10 -1-4-8 1-4-8 1-8-10 1-8-10 2-3-04-3-13-7-154-3-114.00 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) 0.23 0.30 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.02 0.01 (loc) 6 6 3 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 12 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 1-8-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)6=198/0-3-8, 3=2/Mechanical, 4=16/Mechanical Max Horz6=165(LC 6) Max Uplift3=-9(LC 7), 4=-186(LC 6) Max Grav6=198(LC 1), 3=26(LC 4), 4=31(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-317/7 WEBS 2-5=-8/471 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 except (jt=lb) 4=186. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss M01 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691508 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-ppgLUAUvuQjc1fdewNTcRBzT1pNbKeVBoEQ4ZEycRDv Scale = 1:42.8 1 2 3 5 4 2x4 2x4 3x6 4x6 -0-10-8 0-10-8 6-0-0 6-0-0 1-3-05-9-05-5-80-3-85-9-09.00 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) 0.59 0.39 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >430 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 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)5=295/0-3-8, 4=223/0-1-8 Max Horz5=181(LC 6) Max Uplift4=-95(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691509 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-ppgLUAUvuQjc1fdewNTcRBzYMpIGKfJBoEQ4ZEycRDv Scale = 1:42.8 1 2 4 3 5 6 3x6 2x4 4x62x4 6-0-0 6-0-0 6-0-0 6-0-0 1-3-05-9-09.00 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) 0.32 0.73 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.16 -0.00 0.04 (loc) 3-4 3-4 3 3-4 l/defl >999 >438 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 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)3=845/Mechanical, 4=818/0-3-8 Max Horz4=147(LC 5) Max Uplift3=-139(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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) 3=139. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 603 lb down and 45 lb up at 2-0-12, and 603 lb down and 45 lb up at 4-0-12 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: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 5=-603(F) 6=-603(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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss PB01 Truss Type Piggyback Qty 17 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691510 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-H0EkhWVXfjrTepCrU5_r_PWlEDn3345K0uAd5gycRDu Scale = 1:57.6 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) 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss PB02 Truss Type Piggyback Qty 9 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691511 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-H0EkhWVXfjrTepCrU5_r_PWlLDnI33GK0uAd5gycRDu Scale = 1:73.1 1 2 3 4 5 6 7 89 15 14 13 12 11 1016 17 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-7-0 25-7-0 12-9-8 12-9-8 25-7-0 12-9-8 0-4-109-5-109-7-20-1-80-4-100-1-89.00 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) 0.17 0.17 0.24 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: 91 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 24-2-11. (lb) - Max Horz2=-213(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2 except 14=-102(LC 6), 15=-111(LC 6), 11=-102(LC 7), 10=-110(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=410(LC 1), 14=494(LC 10), 15=406(LC 1), 11=494(LC 11), 10=406(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-253/151, 3-15=-260/156, 6-11=-253/151, 7-10=-260/156 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=102, 15=111, 11=102, 10=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691512 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-lCo6vsW9Q1zKGzn11oV4Wc2xLd8loZ0UFYvBe7ycRDt Scale = 1:10.0 1 2 3 4 5 6 8 7 4x6 4x6 2x4 2x42x4 2x4 4-4-1 4-4-1 4-4-1 4-4-1 0-5-101-1-21-3-00-1-80-5-100-1-80-11-1014.00 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) 0.09 0.03 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: 11 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 4-4-1 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 3-3-13. (lb) - Max Horz2=-19(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 5, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss PB04 Truss Type Piggyback Qty 4 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691513 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-lCo6vsW9Q1zKGzn11oV4Wc2yyd8coZ2UFYvBe7ycRDt Scale = 1:17.8 1 2 3 4 5 6 4x6 2x4 2x42x4 4-4-1 4-4-1 2-2-0 2-2-0 4-4-1 2-2-0 0-5-102-6-60-1-80-5-100-1-814.00 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) 0.06 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 4 5 4 4 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 13 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 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)2=107/3-3-13, 4=107/3-3-13, 6=89/3-3-13 Max Horz2=51(LC 5) Max Uplift2=-21(LC 6), 4=-25(LC 7) Max Grav2=107(LC 1), 4=107(LC 1), 6=99(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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691514 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-DOMU6CWnAL5Bu7MDbV1J3qb6G0UQX?VdUCfkAZycRDs Scale = 1:60.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 4x6 3x4 3x6 2x42x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 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) 0.08 0.06 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 15 15 14 14 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 94 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 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24, 25, 26, 27, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 23, 24, 25, 26, 27, 20, 19, 18, 17, 16, 14 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, 23, 24, 25, 26, 27, 20, 19, 18, 17, 16. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T01 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691515 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-DOMU6CWnAL5Bu7MDbV1J3qb2t0HQXrTdUCfkAZycRDs Scale = 1:109.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 1422 23 24 25 26 27 28 29 4x6 6x6 4x6 6x6 4x6 6x16 3x16 MT18HS 4x6 2x4 4x8 4x6 3x6 4x6 4x8 4x6 2x4 3x16 MT18HS 6x16 3x8 MT18HS 7-8-8 7-8-8 15-1-8 7-5-0 25-1-8 10-0-0 35-1-8 10-0-0 42-8-4 7-6-12 50-3-0 7-6-12 -0-10-8 0-10-8 7-8-8 7-8-8 15-1-8 7-5-0 21-9-8 6-8-0 28-5-8 6-8-0 35-1-8 6-8-0 42-8-4 7-6-12 50-3-0 7-6-12 51-1-8 0-10-8 0-7-1412-0-00-7-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [12:0-0-0,0-0-4] 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.89 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.74 0.21 0.08 (loc) 16-17 17-19 12 17 l/defl >999 >806 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 280 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* 3-21,11-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except 2-0-0 oc purlins (4-3-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 8-16, 11-16 REACTIONS. (lb/size)2=2531/0-3-8, 12=2527/0-3-8 Max Horz2=-271(LC 4) Max Uplift2=-76(LC 6), 12=-76(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3635/260, 3-4=-3033/280, 4-5=-2887/329, 5-6=-2322/315, 6-7=-2767/336, 7-8=-2767/336, 8-9=-2320/315, 9-10=-2884/327, 10-11=-3033/277, 11-12=-3635/260 BOT CHORD 2-22=-215/2779, 21-22=-215/2779, 21-23=-215/2779, 20-23=-215/2779, 19-20=-215/2779, 19-24=-173/2691, 18-24=-173/2691, 18-25=-173/2691, 17-25=-173/2691, 17-26=-127/2690, 26-27=-127/2690, 16-27=-127/2690, 15-16=-86/2780, 15-28=-86/2780, 14-28=-86/2780, 14-29=-86/2780, 12-29=-86/2780 WEBS 3-21=0/331, 3-19=-611/190, 5-19=-66/1336, 6-19=-873/229, 6-17=-19/363, 8-17=-19/366, 8-16=-876/229, 9-16=-62/1328, 11-16=-606/191, 11-14=0/325 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) 2, 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T02 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691516 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-hbwsJYXPxeD2VHxP9DYYc17AWQbFGIkmisOHi?ycRDr Scale = 1:108.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1321 22 23 24 25 26 27 28 4x6 6x6 4x6 6x6 4x6 6x16 3x16 MT18HS 4x6 2x4 4x8 4x6 3x6 4x6 4x8 4x6 2x4 6x16 3x16 MT18HS3x8 MT18HS 7-8-8 7-8-8 15-1-8 7-5-0 25-1-8 10-0-0 35-1-8 10-0-0 42-8-4 7-6-12 50-3-0 7-6-12 -0-10-8 0-10-8 7-8-8 7-8-8 15-1-8 7-5-0 21-9-8 6-8-0 28-5-8 6-8-0 35-1-8 6-8-0 42-8-4 7-6-12 50-3-0 7-6-12 0-7-1412-0-00-7-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [12:0-0-0,0-0-4] 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) 0.56 0.98 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.74 0.21 0.08 (loc) 15-16 16-18 12 16 l/defl >999 >806 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 278 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* 3-20,11-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except 2-0-0 oc purlins (4-3-12 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-18, 8-15, 11-15 REACTIONS. (lb/size)2=2532/0-3-8, 12=2465/0-3-8 Max Horz2=276(LC 5) Max Uplift2=-76(LC 6), 12=-44(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3636/261, 3-4=-3034/281, 4-5=-2888/329, 5-6=-2323/315, 6-7=-2768/337, 7-8=-2768/337, 8-9=-2322/316, 9-10=-2886/329, 10-11=-3035/279, 11-12=-3640/262 BOT CHORD 2-21=-220/2780, 20-21=-220/2780, 20-22=-220/2780, 19-22=-220/2780, 18-19=-220/2780, 18-23=-178/2693, 17-23=-178/2693, 17-24=-178/2693, 16-24=-178/2693, 16-25=-132/2692, 25-26=-132/2692, 15-26=-132/2692, 14-15=-109/2785, 14-27=-109/2785, 13-27=-109/2785, 13-28=-109/2785, 12-28=-109/2785 WEBS 3-20=0/331, 3-18=-611/190, 5-18=-66/1337, 6-18=-874/229, 6-16=-19/364, 8-16=-19/366, 8-15=-876/229, 9-15=-64/1330, 11-15=-611/194, 11-13=0/327 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) 2, 12. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T03 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691517 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-9nUEXuY1iyLv7RWcjw3n8FgMuqxA?iAwxW8rFSycRDq Scale = 1:108.3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13232425 26 4x6 6x8 4x6 6x8 4x6 5x12 3x6 3x6 3x4 6x8 5x8 3x4 4x6 4x6 2x4 3x6 8x8 4x6 3x8 5x6 5x8 7-8-8 7-8-8 15-1-8 7-5-0 22-4-8 7-3-0 29-7-8 7-3-0 35-1-8 5-6-0 41-9-0 6-7-8 42-11-0 1-2-0 48-7-0 5-8-0 -0-10-8 0-10-8 7-8-8 7-8-8 15-1-8 7-5-0 22-4-8 7-3-0 29-7-8 7-3-0 35-1-8 5-6-0 41-9-0 6-7-8 48-7-0 6-10-0 0-7-1412-0-01-10-14 1-0-012-0-09.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-4], [5:0-5-4,0-3-0], [9:0-5-4,0-3-0], [15:0-6-4,0-2-8], [16:0-3-8,0-1-8], [17:0-2-4,0-2-12] 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) 0.46 1.00 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.38 0.13 0.07 (loc) 19-20 19-20 14 19-20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 301 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 11-14: 2x4 SPF-S Stud, 13-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-22,17-19,12-13,13-15,12-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 2-9-1 oc bracing. Except: 1 Row at midpt 8-17, 11-15 WEBS 1 Row at midpt 3-20, 5-19, 6-19, 6-17, 9-16 REACTIONS. (lb/size)2=2058/0-3-8, 14=2409/0-3-8 Max Horz2=296(LC 5) Max Uplift2=-81(LC 6), 14=-140(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2879/202, 3-4=-2257/227, 4-5=-2109/275, 5-6=-1800/282, 6-7=-1625/251, 7-8=-1625/251, 8-9=-1630/251, 9-10=-1385/182, 10-11=-1538/132, 11-12=-125/372 BOT CHORD 2-23=-262/2188, 22-23=-262/2188, 22-24=-262/2188, 21-24=-262/2188, 20-21=-262/2188, 20-25=-211/1692, 19-25=-211/1692, 8-17=-384/169, 17-26=-102/1098, 16-26=-102/1098, 14-15=-2351/290, 11-15=-2255/323 WEBS 3-22=0/350, 3-20=-645/186, 5-20=-29/697, 5-19=-212/336, 6-19=-289/255, 17-19=-229/1734, 6-17=-328/55, 9-17=-204/1161, 9-16=-535/139, 11-16=-91/1518 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; cantilever right exposed ; 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) 14=140. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T04 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691518 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-dz1dkDZfTGTmla5oGea0hSDVSEJ8kB53AAtOnuycRDp Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 1223 24 25 26 27 2x4 5x6 3x6 5x6 3x6 3x6 3x6 4x6 5x12 2x4 3x4 4x63x8 3x6 3x8 6x6 6x8 4x8 3x6 4x6 5x6 9-1-8 9-1-8 16-4-8 7-3-0 23-7-8 7-3-0 29-1-8 5-6-0 35-9-0 6-7-8 36-11-0 1-2-0 42-7-0 5-8-0 3-6-0 3-6-0 9-1-8 5-7-8 16-4-8 7-3-0 23-7-8 7-3-0 29-1-8 5-6-0 34-0-0 4-10-8 35-9-0 1-9-0 42-7-0 6-10-0 5-1-1412-0-01-10-141-0-012-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0], [7:0-4-0,0-2-0], [11:Edge,0-1-8], [17:0-5-12,0-4-0] 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) 0.60 0.89 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.47 0.08 0.05 (loc) 21-22 21-22 13 17 l/defl >999 >926 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 20-22,12-14: 2x4 SPF 2100F 1.8E, 10-13: 2x4 SPF-S Stud WEBS 2x4 SPF No.2 *Except* 17-19,1-22,2-22,11-12,12-15,11-15,8-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-3 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 2-3-0 oc bracing: 13-15 WEBS 1 Row at midpt 4-21, 4-17, 6-16, 2-22, 8-15 REACTIONS. (lb/size)13=2277/0-3-8, 22=1753/0-3-8 Max Horz22=-330(LC 4) Max Uplift13=-132(LC 7), 22=-30(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1406/228, 3-4=-1046/226, 4-5=-1353/229, 5-6=-1353/229, 6-7=-939/185, 7-8=-1256/183, 8-9=0/279, 10-11=-132/364 BOT CHORD 22-23=-244/691, 23-24=-244/691, 21-24=-244/691, 20-21=-221/1352, 19-20=-221/1352, 6-17=-15/435, 17-25=-198/1359, 16-25=-199/1353, 16-26=-56/455, 26-27=-56/455, 15-27=-56/455, 13-15=-2197/270, 10-15=-304/155 WEBS 2-21=-102/593, 3-21=-14/443, 4-21=-648/201, 17-19=-230/1315, 6-16=-935/204, 7-16=-19/467, 8-16=-81/808, 2-22=-1644/86, 11-15=-256/204, 8-15=-1818/159 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; cantilever right exposed ; 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 except (jt=lb) 13=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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691519 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-dz1dkDZfTGTmla5oGea0hSDSHEMekAa3AAtOnuycRDp Scale = 1:91.7 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 4x6 6x8 3x6 5x8 4x6 2x4 3x6 2x4 3x6 3x6 3x6 3x4 3x4 6x10 3x8 3x6 3x6 2x4 6-4-0 6-4-0 14-8-0 8-4-0 22-11-8 8-3-8 23-0-0 0-0-8 31-11-0 8-11-0 37-6-0 5-7-0 42-7-0 5-1-0 6-4-0 6-4-0 14-8-0 8-4-0 23-0-0 8-4-0 31-11-0 8-11-0 37-6-0 5-7-0 42-7-0 5-1-0 5-1-149-10-1412-0-04-0-02-1-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-12], [6:0-5-12,0-1-12], [14:0-4-12,0-2-12] 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) 0.80 0.67 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.37 0.02 0.02 (loc) 14-15 12-13 9 15-17 l/defl >999 >620 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 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-10,1-18,1-17,8-9,8-10: 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.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 5-14 WEBS 1 Row at midpt 2-17, 3-14, 6-14, 7-12 REACTIONS. (lb/size)18=977/0-3-8, 14=2209/0-3-8, 9=712/0-3-8 Max Horz18=-248(LC 4) Max Uplift18=-9(LC 6), 14=-208(LC 5), 9=-26(LC 7) Max Grav18=989(LC 10), 14=2209(LC 1), 9=718(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-750/104, 2-3=-573/139, 6-7=-412/155, 7-8=-543/97, 1-18=-950/93, 8-9=-682/56 BOT CHORD 17-18=-175/256, 16-17=-160/516, 16-19=-160/516, 15-19=-160/516, 15-20=-146/572, 14-20=-146/572, 5-14=-559/229, 11-12=0/375, 10-11=0/375 WEBS 3-15=0/356, 3-14=-1174/162, 12-14=-4/287, 6-14=-691/110, 6-12=-52/357, 1-17=-38/636, 8-10=0/456 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) 18, 9 except (jt=lb) 14=208. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T06 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691520 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-59b?yZZIEZbdMkg_qL5FDgld1eisTdpDPqdxJKycRDo Scale = 1:98.6 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 4x6 6x8 3x6 5x8 5x8 2x4 3x6 2x4 3x6 3x6 3x6 3x4 3x4 6x10 3x8 3x6 2x4 5x6 6-4-0 6-4-0 14-8-0 8-4-0 22-11-8 8-3-8 23-0-0 0-0-8 31-11-0 8-11-0 37-6-0 5-7-0 42-7-0 5-1-0 6-4-0 6-4-0 14-8-0 8-4-0 23-0-0 8-4-0 31-11-0 8-11-0 37-6-0 5-7-0 42-7-0 5-1-0 45-1-8 2-6-8 5-1-149-10-1412-0-04-0-02-1-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-12], [6:0-5-12,0-1-12], [7:0-2-12,Edge], [8:0-2-8,0-2-8], [15:0-4-12,0-2-12] 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) 0.80 0.67 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.37 0.02 0.02 (loc) 15-16 13-14 10 16-18 l/defl >999 >620 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 7-9: 2x6 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-11,1-19,1-18,8-10,8-11: 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.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,10-11. 1 Row at midpt 5-15 WEBS 1 Row at midpt 2-18, 3-15, 6-15, 7-13 REACTIONS. (lb/size)19=977/0-3-8, 15=2199/0-3-8, 10=884/0-3-8 Max Horz19=-292(LC 7) Max Uplift19=-13(LC 6), 15=-203(LC 5), 10=-126(LC 7) Max Grav19=990(LC 10), 15=2199(LC 1), 10=890(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-751/113, 2-3=-574/156, 6-7=-405/184, 7-8=-543/151, 1-19=-951/105, 8-10=-856/161 BOT CHORD 18-19=-150/287, 17-18=-136/517, 17-20=-136/517, 16-20=-136/517, 16-21=-124/573, 15-21=-124/573, 5-15=-559/228, 12-13=0/355, 11-12=0/355 WEBS 3-16=0/356, 3-15=-1175/158, 13-15=0/279, 6-15=-680/109, 6-13=-67/351, 1-18=-41/637, 8-11=0/447 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) 19 except (jt=lb) 15=203, 10=126. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T07 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691521 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-aM9N9vaw?tkU_uFBO3cUmtItH1yMC3lMdUMVrmycRDn Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 6x8 4x6 8x8 5x6 5x12 3x8 MT18HS 3x4 3x4 8x8 2x4 3x6 4x8 2x4 4x6 4x8 2x4 4x6 5x12 3x8 6-0-0 6-0-0 12-4-0 6-4-0 20-10-15 8-6-15 29-4-1 8-5-3 37-11-0 8-6-15 42-11-8 5-0-8 43-0-0 0-0-8 48-7-0 5-7-0 -0-10-8 0-10-8 6-0-0 6-0-0 12-4-0 6-4-0 20-10-15 8-6-15 29-4-1 8-5-3 37-11-0 8-6-15 43-0-0 5-1-0 48-7-0 5-7-0 0-7-149-10-1412-0-04-0-012-0-09.00 12 Plate Offsets (X,Y)-- [2:1-0-0,0-0-4], [3:0-4-0,0-4-8], [4:0-5-4,0-3-0], [8:0-5-8,0-3-8], [15:0-3-8,0-2-0] 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) 0.39 0.97 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.48 0.12 0.08 (loc) 17-19 17-19 13 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 284 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD2x6 SPF No.2 BOT CHORD2x4 SPF 2100F 1.8E *Except* 9-12: 2x4 SPF-S Stud, 11-12,16-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,3-19,10-11,11-13,10-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 5-17, 7-15 2 Rows at 1/3 pts 8-13 REACTIONS. (lb/size)2=2009/0-3-8, 13=2636/0-3-8 Max Horz2=223(LC 5) Max Uplift2=-76(LC 5), 13=-78(LC 4) Max Grav2=2010(LC 10), 13=2636(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2846/224, 3-4=-2504/279, 4-5=-2374/310, 5-6=-2373/310, 6-7=-2373/310, 7-8=-2108/288, 8-9=0/275, 9-10=-3/315 BOT CHORD 2-20=-277/2160, 19-20=-277/2160, 18-19=-237/1914, 18-21=-237/1914, 17-21=-237/1914, 17-22=-263/2107, 16-22=-263/2107, 15-16=-263/2107, 15-23=-118/1007, 14-23=-118/1007, 14-24=-119/1001, 13-24=-119/1001, 9-13=-376/221 WEBS 3-19=-313/154, 4-19=0/502, 4-17=-220/784, 5-17=-532/223, 7-17=-57/402, 7-15=-838/265, 8-15=-217/1643, 8-14=0/392, 8-13=-2393/125 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) 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) 2, 13. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T08 Truss Type PIGGYBACK BASE Qty 8 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691522 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-aM9N9vaw?tkU_uFBO3cUmtImJ1yTC5iMdUMVrmycRDn Scale = 1:102.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118 19 20 21 22 23 24 3x6 5x6 3x6 5x6 5x6 8x10 3x8 MT18HS 3x6 2x4 3x8 3x4 3x6 3x6 3x44x10 3x8 7-8-8 7-8-8 15-1-8 7-5-0 25-1-8 10-0-0 35-1-8 10-0-0 42-10-8 7-9-0 -0-10-8 0-10-8 7-8-8 7-8-8 15-1-8 7-5-0 21-9-8 6-8-0 28-5-8 6-8-0 35-1-8 6-8-0 42-10-8 7-9-0 0-7-1412-0-06-2-412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [5:0-3-0,0-2-2], [9:0-3-4,0-2-4], [10:0-3-0,0-1-12] 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.90 0.97 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.66 0.13 0.08 (loc) 12-14 14-15 11 2-17 l/defl >999 >778 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 223 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 1-4: 2x4 SPF 2100F 1.8E BOT CHORD2x4 SPF No.2 *Except* 13-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17: 2x4 SPF-S Stud WEDGE Left: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-10-6 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-17. WEBS 1 Row at midpt 3-15, 6-15, 6-14, 10-11 2 Rows at 1/3 pts 8-12 REACTIONS. (lb/size)2=2171/0-3-8, 11=2162/Mechanical Max Horz2=261(LC 5) Max Uplift2=-67(LC 6), 11=-22(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3079/209, 3-4=-2446/227, 4-5=-2293/275, 5-6=-1844/270, 6-7=-1975/262, 7-8=-1975/262, 8-9=-1205/212, 9-10=-1633/187, 10-11=-2022/186 BOT CHORD 2-18=-234/2343, 17-18=-234/2343, 17-19=-234/2343, 16-19=-234/2343, 15-16=-234/2343, 15-20=-195/2009, 20-21=-195/2009, 14-21=-195/2009, 14-22=-158/1790, 13-22=-158/1790, 13-23=-158/1790, 12-23=-158/1790 WEBS 3-17=0/363, 3-15=-659/195, 5-15=-36/1000, 6-15=-472/220, 8-14=-2/700, 8-12=-1254/214, 9-12=-25/572, 10-12=-81/1473 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) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 2 = 12% 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) 2, 11. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T09 Truss Type COMMON Qty 3 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691523 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-2YjlNFbYmBsKc2pNym7jJ5r2SRQAxW7Vs862ODycRDm Scale = 1:85.7 1 2 3 4 5 6 7 11 10 9 8 4x6 3x6 3x8 4x64x6 2x4 3x8 3x8 2x4 8-3-12 8-3-12 16-7-8 8-3-12 -0-10-8 0-10-8 3-7-12 3-7-12 8-3-12 4-8-0 12-11-12 4-8-0 16-7-8 3-7-12 17-6-0 0-10-8 1-0-1410-9-41-0-1414.00 12 Plate Offsets (X,Y)-- [4: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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.42 0.49 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.23 0.01 0.13 (loc) 8-9 9-11 8 9-11 l/defl >999 >865 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)11=715/0-10-0, 8=715/0-10-0 Max Horz11=-267(LC 4) Max Uplift11=-175(LC 6), 8=-175(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-219/284, 3-4=-533/408, 4-5=-533/408, 5-6=-219/284, 2-11=-262/260, 6-8=-262/260 BOT CHORD 10-11=-192/362, 9-10=-192/362, 8-9=-85/362 WEBS 4-9=-503/422, 3-11=-465/66, 5-8=-465/66 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=175, 8=175. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T10 Truss Type Common Qty 3 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691524 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-2YjlNFbYmBsKc2pNym7jJ5r2BRPixWZVs862ODycRDm Scale = 1:85.7 1 2 3 4 5 9 8 7 6 2x4 4x6 2x4 3x6 3x8 4x64x6 3x6 3x6 8-2-0 8-2-0 16-4-0 8-2-0 3-6-0 3-6-0 8-2-0 4-8-0 12-10-0 4-8-0 16-4-0 3-6-0 1-2-1510-9-41-2-1514.00 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) 0.44 0.52 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.21 0.01 0.12 (loc) 7-9 7-9 6 7-9 l/defl >999 >906 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 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. REACTIONS. (lb/size)9=642/0-3-8, 6=642/0-3-8 Max Horz9=-227(LC 4) Max Uplift9=-165(LC 7), 6=-165(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-523/398, 3-4=-523/398 BOT CHORD 8-9=-189/350, 7-8=-189/350, 6-7=-155/350 WEBS 3-7=-489/407, 2-9=-490/143, 4-6=-490/143 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; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=165, 6=165. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T11 Truss Type COMMON Qty 3 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691525 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-WkH7abcAXU_BDCOZVUfyrINEErn1g43f5orcwfycRDl Scale = 1:86.5 1 2 3 4 5 6 9 8 7 2x4 4x6 3x8 4x64x6 3x6 2x4 3x6 7-11-8 7-11-8 15-11-0 7-11-8 3-6-0 3-6-0 7-11-8 4-5-8 12-5-0 4-5-8 15-11-0 3-6-0 16-9-8 0-10-8 1-8-010-11-71-8-014.00 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.36 0.45 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.19 0.01 0.01 (loc) 8-9 7-8 7 8 l/defl >999 >962 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)9=623/Mechanical, 7=688/0-3-8 Max Horz9=-289(LC 4) Max Uplift9=-33(LC 7), 7=-36(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-488/183, 3-4=-488/182 BOT CHORD 8-9=-131/309, 7-8=0/305 WEBS 3-8=-167/376, 2-9=-495/33, 4-7=-495/5 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) 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) 9, 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691526 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-WkH7abcAXU_BDCOZVUfyrINDXriNg_Sf5orcwfycRDl Scale = 1:87.1 1 2 3 4 5 6 7 8 13 12 11 10 914 4x6 5x6 4x6 2x4 3x63x8 4x8 4x6 3x6 3x6 2x4 4-3-7 4-3-7 13-7-2 9-3-11 21-6-10 7-11-8 -1-4-8 1-4-8 4-3-7 4-3-7 10-5-1 6-1-10 13-7-2 3-2-1 18-0-10 4-5-8 21-6-10 3-6-0 22-5-2 0-10-8 2-3-07-1-210-11-71-8-07-1-214.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-0,0-3-4] 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) 0.40 0.75 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.47 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >548 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-10: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS. (lb/size)13=1023/0-3-8, 9=975/0-3-8 Max Horz13=285(LC 5) Max Uplift13=-82(LC 6), 9=-44(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-860/127, 3-4=-510/133, 4-5=-799/204, 5-6=-830/186, 2-13=-1036/121 BOT CHORD 12-13=-276/279, 12-14=-24/733, 11-14=-24/733, 10-11=-24/733, 9-10=0/489 WEBS 3-12=0/290, 4-12=-341/82, 4-10=-630/213, 5-10=-208/878, 2-12=-33/564, 6-9=-860/13 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691527 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-_xrWnxdoIo62rMzm3BABOWwOuF36PS2oJSb9S5ycRDk Scale = 1:87.1 1 2 3 4 5 6 7 8 13 12 11 10 914 15 4x6 5x6 4x6 2x4 3x63x8 3x8 4x6 4x6 3x6 2x4 5-6-14 5-6-14 13-7-2 8-0-4 21-6-10 7-11-8 -1-4-8 1-4-8 5-6-14 5-6-14 11-8-8 6-1-10 13-7-2 1-10-10 18-0-10 4-5-8 21-6-10 3-6-0 22-5-2 0-10-8 2-3-08-7-210-11-71-8-08-7-214.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-8], [3:0-3-2,0-2-0], [4:0-3-0,0-3-4] 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) 0.43 0.65 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.29 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >879 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,4-12,4-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-10 REACTIONS. (lb/size)13=1024/0-3-8, 9=987/0-3-8 Max Horz13=285(LC 5) Max Uplift13=-82(LC 6), 9=-44(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-879/139, 3-4=-497/157, 4-5=-780/228, 5-6=-838/190, 2-13=-997/134 BOT CHORD 12-13=-287/295, 12-14=-18/616, 11-14=-18/616, 11-15=-18/616, 10-15=-18/616, 9-10=0/494 WEBS 3-12=0/265, 4-10=-643/222, 5-10=-240/931, 2-12=-55/488, 6-9=-857/19 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T14 Truss Type Hip Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691528 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-_xrWnxdoIo62rMzm3BABOWwLYF4ePSvoJSb9S5ycRDk Scale = 1:73.5 1 2 3 4 5 6 7 8 13 12 11 10 914 6x6 6x6 3x83x8 4x6 3x6 4x6 3x4 3x6 3x6 3x4 6-10-5 6-10-5 14-2-5 7-4-1 21-6-10 7-4-5 -1-4-8 1-4-8 3-0-0 3-0-0 6-10-5 3-10-5 14-2-5 7-4-1 18-0-10 3-10-5 21-6-10 3-6-0 22-5-2 0-10-8 2-3-010-1-210-3-01-8-010-1-214.00 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) 0.58 0.62 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.24 0.02 0.01 (loc) 10-12 10-12 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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=1024/0-3-8, 9=1013/0-3-8 Max Horz13=267(LC 5) Max Uplift13=-52(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=-798/189, 4-5=-474/176, 5-6=-861/191 BOT CHORD 12-13=-174/419, 12-14=-43/512, 11-14=-43/512, 10-11=-43/512, 9-10=0/505 WEBS 5-10=-52/292, 3-13=-875/0, 6-9=-872/11 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T15 Truss Type Hip Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691529 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:19 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-_xrWnxdoIo62rMzm3BABOWwMcF5?PTYoJSb9S5ycRDk Scale = 1:90.3 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 6x6 6x6 3x63x8 4x6 3x6 4x6 3x4 3x6 3x8 2x4 8-1-11 8-1-11 12-10-15 4-9-3 21-6-10 8-7-11 -1-4-8 1-4-8 3-0-0 3-0-0 8-1-11 5-1-11 12-10-15 4-9-3 18-0-10 5-1-11 21-6-10 3-6-0 22-5-2 0-10-8 2-3-011-7-211-9-01-8-011-7-214.00 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) 0.57 0.53 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.35 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >723 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 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=1004/0-3-8, 9=979/0-3-8 Max Horz13=303(LC 5) Max Uplift13=-53(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=-781/197, 4-5=-427/194, 5-6=-813/197 BOT CHORD 12-13=-196/414, 12-14=-40/446, 11-14=-40/446, 10-11=-40/446, 10-15=0/487, 15-16=0/487, 9-16=0/487 WEBS 5-10=-65/279, 3-13=-852/13, 6-9=-820/28 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T16 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691530 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-S7Pu?HdQ36EvTVYyduhQwjTVGfQI8uxyY6Ki_YycRDj Scale = 1:92.3 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 4x6 8x8 3x63x8 4x6 3x6 4x6 3x4 3x8 4x6 3x4 8-4-5 8-4-5 12-8-5 4-4-1 21-6-10 8-10-5 -1-4-8 1-4-8 3-6-0 3-6-0 8-4-5 4-10-5 12-8-5 4-4-1 17-6-10 4-10-5 21-6-10 4-0-0 22-5-2 0-10-8 2-3-012-0-01-8-012-0-014.00 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.64 0.59 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.44 0.02 0.01 (loc) 9-10 9-10 9 10 l/defl >999 >575 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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=1099/0-3-8, 9=1070/0-3-8 Max Horz13=311(LC 5) Max Uplift13=-52(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=-814/204, 4-5=-455/196, 5-6=-841/204, 6-7=-267/150, 2-13=-253/198, 7-9=-308/156 BOT CHORD 13-14=-187/456, 14-15=-187/456, 12-15=-187/456, 12-16=-40/472, 11-16=-40/472, 10-11=-40/472, 10-17=0/522, 17-18=0/522, 9-18=0/522 WEBS 4-12=-67/271, 5-10=-78/334, 3-13=-816/6, 6-9=-741/32 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T17 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691531 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:20 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-S7Pu?HdQ36EvTVYyduhQwjTY?fSQ8_2yY6Ki_YycRDj Scale = 1:91.0 1 2 3 4 5 6 7 13 12 11 10 9 814 15 8x8 4x6 3x4 2x4 2x4 2x4 3x8 4x6 3x6 3x6 3x6 5x12 4-2-10 4-2-10 4-3-2 0-0-8 8-4-5 4-1-3 12-8-5 4-4-1 20-2-10 7-6-5 -1-4-8 1-4-8 4-2-10 4-2-10 8-4-5 4-1-11 12-8-5 4-4-1 16-3-12 3-7-6 20-2-10 3-10-14 2-3-012-0-01-1-92-1-212-0-014.00 12 Plate Offsets (X,Y)-- [4:0-2-11,Edge], [5:0-3-2,0-2-0] 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) 0.47 0.45 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.21 0.01 0.00 (loc) 8-9 8-9 8 9 l/defl >999 >902 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 *Except* 3-12: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-11,4-10,4-9,5-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 4-11 REACTIONS. (lb/size)8=709/0-3-8, 13=332/0-3-8, 11=840/0-3-8 Max Horz13=310(LC 5) Max Uplift13=-134(LC 4), 11=-226(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-333/139, 5-6=-600/145, 2-13=-298/30 BOT CHORD 3-11=-271/271, 11-14=-74/292, 10-14=-74/292, 10-15=-74/296, 9-15=-74/296, 8-9=0/397 WEBS 4-11=-500/18, 6-8=-501/35, 11-13=-322/269 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) except (jt=lb) 13=134, 11=226. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss T18 Truss Type Common Qty 2 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691532 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:21 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-wJzGCde2qPMm4f78BcCfTx?c?2kXtTA5nm4GX_ycRDi Scale = 1:98.0 1 2 3 4 7 6 58 9 6x8 4x6 3x4 2x4 3x8 4x6 4x8 6-3-3 6-3-3 15-11-8 9-8-5 6-3-3 6-3-3 10-11-10 4-8-7 15-11-8 4-11-15 5-1-812-5-41-1-914.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [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) 0.90 0.72 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.60 0.01 0.01 (loc) 5-6 5-6 5 5-6 l/defl >644 >312 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)7=672/0-3-8, 5=729/0-3-8 Max Horz7=-346(LC 4) Max Uplift7=-55(LC 7), 5=-23(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-517/168, 2-3=-493/205, 3-4=-475/153, 1-7=-655/81, 4-5=-415/137 BOT CHORD 6-7=-260/317, 6-8=-15/360, 8-9=-15/360, 5-9=-15/360 WEBS 2-6=-145/294, 1-6=-75/298 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss TG01 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691533 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-OWWeQzfhbjUdipiKkJju?8Yr?S6Bcn8F0Qpp3QycRDh Scale = 1:98.7 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 4x6 8x8 4x8 5x8 5x8 2x4 3x6 2x4 3x6 3x6 3x6 3x4 4x6 8x16 3x8 3x6 2x4 5x6 6-4-0 6-4-0 14-8-0 8-4-0 22-11-8 8-3-8 23-0-0 0-0-8 31-11-0 8-11-0 37-6-0 5-7-0 42-7-0 5-1-0 6-4-0 6-4-0 14-8-0 8-4-0 23-0-0 8-4-0 31-11-0 8-11-0 37-6-0 5-7-0 42-7-0 5-1-0 45-1-8 2-6-8 5-1-149-10-1412-0-04-0-02-1-212-0-09.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-6-4,0-5-4], [6:0-1-12,0-3-0], [7:0-2-12,Edge], [8:0-2-8,0-2-8] 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) 0.69 0.63 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.37 0.02 0.02 (loc) 13-14 13-14 10 16 l/defl >999 >620 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 274 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 *Except* 2-4: 2x6 SP 2400F 2.0E, 7-9,4-6: 2x6 SPF No.2 BOT CHORD2x4 SPF No.2 *Except* 15-17: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-11,1-19,1-18,8-10,8-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,10-11. 1 Row at midpt 5-15 WEBS 1 Row at midpt 2-18, 6-15, 7-13, 1-19 2 Rows at 1/3 pts 3-15 REACTIONS. (lb/size)19=1306/0-3-8, 15=2515/0-3-8, 10=859/0-3-8 Max Horz19=-351(LC 3) Max Uplift19=-52(LC 4), 15=-256(LC 4), 10=-133(LC 6) Max Grav19=1321(LC 9), 15=2515(LC 1), 10=866(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1022/133, 2-20=-837/129, 20-21=-838/129, 3-21=-840/129, 3-4=-34/281, 4-5=-34/281, 5-6=-31/282, 6-7=-377/181, 7-8=-523/143, 1-19=-1280/85, 8-10=-831/162 BOT CHORD 18-19=-196/321, 17-18=-189/738, 17-22=-189/738, 16-22=-189/738, 16-23=-177/838, 15-23=-177/838, 5-15=-497/222, 12-13=0/341, 11-12=0/341 WEBS 2-18=-282/159, 3-16=0/308, 3-15=-1651/240, 13-15=0/251, 6-15=-732/89, 6-13=-60/360, 1-18=-107/922, 8-11=0/429 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 15=256, 10=133. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-20=-60, 20-21=-310, 6-21=-60, 6-8=-60, 8-9=-60, 18-19=-20, 18-22=-60, 16-22=-20, 16-23=-60, 15-23=-20, 12-14=-20, 11-12=-60, 10-11=-20 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691534 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:22 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-OWWeQzfhbjUdipiKkJju?8YyLS8jcvCF0Qpp3QycRDh Scale = 1:86.5 1 2 3 4 5 6 7 8 14 13 12 11 10 915 4x10 6x6 4x6 2x4 4x103x6 3x6 3x8 4x6 3x6 4x6 2x4 3-0-0 3-0-0 9-1-10 6-1-10 13-7-2 4-5-8 21-6-10 7-11-8 -1-4-8 1-4-8 3-0-0 3-0-0 9-1-10 6-1-10 13-7-2 4-5-8 18-6-0 4-10-14 21-6-10 3-0-10 22-5-2 0-10-8 2-3-05-7-210-11-71-8-05-7-214.00 12 Plate Offsets (X,Y)-- [3:0-7-2,0-2-0], [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) 0.22 0.46 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.12 0.01 0.05 (loc) 11-13 11-13 9 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 258 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (lb/size)14=1831/0-3-8, 9=1174/0-3-8 Max Horz14=282(LC 4) Max Uplift14=-486(LC 5), 9=-135(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1601/469, 3-4=-1528/327, 4-5=-1030/262, 5-6=-1040/259, 2-14=-2012/537 BOT CHORD 13-14=-264/276, 13-15=-385/1027, 12-15=-385/1027, 11-12=-385/1027, 10-11=-249/1526, 9-10=-44/596 WEBS 3-13=-321/561, 3-11=-32/666, 4-10=-1431/419, 5-10=-271/1128, 2-13=-326/1242, 6-9=-1022/134 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) 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=486, 9=135. 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) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 237 lb up at 3-0-0, and 203 lb down and 107 lb up at 4-0-12, and 825 lb down and 151 lb up at 5-6-2 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=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-8=-60, 9-14=-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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss TG03 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691534 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:22 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-OWWeQzfhbjUdipiKkJju?8YyLS8jcvCF0Qpp3QycRDh LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-825(F) 13=-124 15=-203 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. 10/18/18 Mike Sheeks Job B18802850 Truss TG04 Truss Type Common Girder Qty 1 Ply 3 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691535 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 10:38:23 2018 Page 1PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-_B5VdLqEzvluyWKTFqNg4JkWGUjuf?Rng90LeeycQOE Scale = 1:85.7 1 2 3 4 5 9 8 7 610 11 12 13 14 15 16 17 2x4 4x8 10x10 5x6 5x6 12x12 3x8 4x10 4x85x6 6-3-3 6-3-3 10-11-10 4-8-7 15-11-8 4-11-15 2-0-0 2-0-0 6-3-3 4-3-3 10-11-10 4-8-7 15-11-8 4-11-15 5-1-812-5-41-1-914.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-0], [5:0-2-15,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) 0.46 0.47 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.01 0.03 (loc) 8-9 8-9 5 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 405 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF No.2 BOT CHORD2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8: 2x4 SPF No.2 SLIDER Right 2x10 SP 2400F 2.0E 3-2-12 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. REACTIONS. (lb/size)5=9246/0-3-8, 9=9211/0-3-8 Max Horz9=-271(LC 3) Max Uplift5=-164(LC 5), 9=-217(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4966/240, 3-4=-5021/246, 4-5=-8198/193 BOT CHORD 9-10=-177/1657, 10-11=-177/1657, 11-12=-177/1657, 12-13=-177/1657, 8-13=-177/1657, 8-14=-63/4979, 14-15=-63/4979, 7-15=-63/4979, 6-7=-63/4979, 6-16=-63/4979, 16-17=-63/4979, 5-17=-63/4979 WEBS 2-8=-108/2897, 3-8=-263/7153, 4-8=-3019/256, 4-7=-45/4805, 2-9=-6317/194 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. 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 right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 5 and 217 lb uplift at joint 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2127 lb down and 38 lb up at 1-1-4, 2110 lb down and 38 lb up at 3-1-4, 2142 lb down and 38 lb up at 5-1-4, 2142 lb down and 38 lb up at 7-1-4, 2142 lb down and 38 lb up at 9-1-4, 2142 lb down and 38 lb up at 11-1-4, and 2142 lb down and 38 lb up at 13-1-4, and 2143 lb down and 37 lb up at 15-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinuedon 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss TG04 Truss Type Common Girder Qty 1 Ply 3 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691535 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 10:38:23 2018 Page 2PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-_B5VdLqEzvluyWKTFqNg4JkWGUjuf?Rng90LeeycQOE 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=-60, 3-5=-60, 9-10=-20, 10-12=-60, 5-12=-20 Concentrated Loads (lb) Vert: 7=-2142(B) 10=-2127(B) 11=-2110(B) 13=-2142(B) 14=-2142(B) 15=-2142(B) 16=-2142(B) 17=-2143(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. 10/18/18 Mike Sheeks Job B18802850 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691536 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:23 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-si40dIgJM1cUKzHXI1E7YM565sYFLRJOE4ZNbsycRDg Scale = 1:42.0 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 8-4-10 8-4-6 4-2-5 4-2-5 8-4-10 4-2-5 0-0-44-10-110-0-414.00 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) 0.28 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=180/8-4-3, 3=180/8-4-3, 4=259/8-4-3 Max Horz1=-110(LC 4) 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691537 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-LuePregx7KkLx7sjsklM5ZdHDGut4vFXTkIw7JycRDf Scale = 1:29.8 1 2 3 42x4 4x6 2x42x4 0-0-3 0-0-3 5-9-12 5-9-9 2-10-14 2-10-14 5-9-12 2-10-14 0-0-43-4-110-0-414.00 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) 0.26 0.16 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 5-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=129/5-9-5, 3=129/5-9-5, 4=157/5-9-5 Max Horz1=-73(LC 4) Max Uplift1=-24(LC 7), 3=-20(LC 6) Max Grav1=129(LC 1), 3=129(LC 1), 4=160(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691538 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-LuePregx7KkLx7sjsklM5ZdK9Gup4viXTkIw7JycRDf Scale = 1:14.8 1 2 3 2x4 3x4 2x4 3-2-11 3-2-11 3-2-14 0-0-3 1-7-7 1-7-7 3-2-14 1-7-7 0-0-41-10-110-0-414.00 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) 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 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=104/3-2-8, 3=104/3-2-8 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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691539 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:24 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-LuePregx7KkLx7sjsklM5ZdGzGtw4uFXTkIw7JycRDf Scale = 1:45.4 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 9-1-7 9-1-3 4-6-11 4-6-11 9-1-7 4-6-11 0-0-45-3-130-0-414.00 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) 0.34 0.22 0.09 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: 28 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=198/9-1-0, 3=198/9-1-0, 4=284/9-1-0 Max Horz1=120(LC 5) Max Uplift1=-23(LC 7), 3=-18(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691540 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-p5Cn2_hZtesCZHRvQSHbdnAUOgDHpLLhiO2TglycRDe Scale = 1:33.1 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 6-6-9 6-6-6 3-3-4 3-3-4 6-6-9 3-3-5 0-0-43-9-130-0-414.00 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) 0.17 0.22 0.04 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: 18 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=137/6-6-2, 3=137/6-6-2, 4=199/6-6-2 Max Horz1=-84(LC 4) Max Uplift1=-18(LC 7), 3=-13(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691541 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-p5Cn2_hZtesCZHRvQSHbdnAVIgFZpLjhiO2TglycRDe Scale = 1:17.3 1 2 3 4 2x4 4x6 2x42x4 0-0-3 0-0-3 3-11-11 3-11-8 1-11-14 1-11-14 3-11-11 1-11-14 0-0-42-3-130-0-414.00 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) 0.11 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 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 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=83/3-11-4, 3=83/3-11-4, 4=101/3-11-4 Max Horz1=-47(LC 4) Max Uplift1=-16(LC 7), 3=-13(LC 6) Max Grav1=83(LC 1), 3=83(LC 1), 4=103(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. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691542 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:25 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-p5Cn2_hZtesCZHRvQSHbdnASMgEnpLyhiO2TglycRDe Scale = 1:18.7 1 2 3 2x4 2x4 2x4 3-4-6 3-4-6 0-0-42-6-59.00 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.30 0.18 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: 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 3-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=111/3-4-1, 3=111/3-4-1 Max Horz1=64(LC 6) Max Uplift3=-34(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691543 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-HHm9FKiBey_3BQ?6z9oqA_jXb3WdYoBqw2n1CBycRDd Scale = 1:24.6 1 2 32x4 2x4 2x4 4-8-4 4-8-4 0-0-43-6-39.00 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) 0.65 0.40 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: 13 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 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=164/4-7-15, 3=164/4-7-15 Max Horz1=95(LC 6) Max Uplift3=-50(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691544 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-HHm9FKiBey_3BQ?6z9oqA_jhB3cWYoBqw2n1CBycRDd Scale = 1:10.5 1 2 3 2x4 2x4 2x4 1-6-15 1-6-15 0-0-41-2-39.00 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) 0.04 0.02 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: 3 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 1-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=40/1-6-10, 3=40/1-6-10 Max Horz1=23(LC 6) Max Uplift3=-12(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691545 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:26 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-HHm9FKiBey_3BQ?6z9oqA_jYv3WqYoBqw2n1CBycRDd Scale = 1:24.3 1 2 32x4 2x4 2x4 4-7-8 4-7-8 0-0-43-5-109.00 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) 0.63 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD2x4 SPF-S Stud BOT CHORD2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=162/4-7-3, 3=162/4-7-3 Max Horz1=94(LC 6) Max Uplift3=-49(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691546 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-lTKXTgjpPF6woaaIXsJ3iCFs0TyoHFR_9iXakeycRDc Scale = 1:10.2 1 2 3 2x4 2x4 2x4 1-6-3 1-6-3 0-0-41-1-109.00 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) 0.03 0.02 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: 3 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 1-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=37/1-5-13, 3=37/1-5-13 Max Horz1=22(LC 6) Max Uplift3=-11(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 Mike Sheeks Job B18802850 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 231 Bridgemont at JG Job Reference (optional) I34691547 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Sep 18 09:41:27 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:_VE4Vyxx0VoLi3wwcfMkGCycSpM-lTKXTgjpPF6woaaIXsJ3iCFrUTyTHFR_9iXakeycRDc Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 1-9-6 1-9-6 0-0-42-1-014.00 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) 0.07 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 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 1-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size)1=53/1-9-3, 3=53/1-9-3 Max Horz1=48(LC 6) Max Uplift3=-32(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. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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. September 18,2018 10/18/18 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.10/18/18 Mike Sheeks