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HomeMy WebLinkAbout18030108 Truss PlansRe: Liu, Xuegang Pages or sheets covered by this seal: I32692464 thru I32692543 My license renewal date for the state of Indiana is July 31, 2018. B18800962 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 28 Grey Oaks 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). 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. March 13,2018 Job B18800962 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692464 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:32 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-6DzFucX8QjhSg0wAwusXa4FZob7CbTA6VNxfy5zbMPr Scale = 1:76.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-0 21-11-0 -1-2-8 1-2-8 10-11-8 10-11-8 21-11-0 10-11-8 23-1-8 1-2-8 0-6-08-8-100-6-09.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-5], [18:0-0-0,0-0-5], [31:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.12 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.01 (loc) 19 19 18 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-27: 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 10-27 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 2=-198(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 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, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692465 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:33 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-aQXd5yYmB0pJIAUNUbNm6HnjE?TrKthFk1hCUXzbMPq Scale = 1:89.4 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 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 3635 34 33 32 31 30 29 28 55 3x6 3x6 3x6 5x6 3x6 3x4 3x6 32-7-8 32-7-8 10-9-8 10-9-8 32-7-8 21-10-0 3-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-0-1], [44:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.08 0.02 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 367 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 27-28: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 5-49,4-50,3-51,2-52,53-55: 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.): 9-27. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 27-28, 26-29, 25-30, 24-31, 23-32, 21-33, 20-34, 19-35, 18-37, 17-38, 16-39, 15-40, 14-41, 13-42, 12-43, 11-44, 10-45, 8-46, 7-47 , 6-48 REACTIONS.All bearings 32-7-8. (lb) - Max Horz 54=248(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 54, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 except 52=-572(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53 except 54=570(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-54=-551/37, 1-2=-289/36 WEBS 1-55=-41/466, 52-55=-50/587 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 54, 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 except (jt=lb) 52=572. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692466 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:36 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-__Dlj_afUxBu9dDy9kwTkwPAkCU4XHEiQ?vt5szbMPn Scale = 1:100.8 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2627 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 5453 52 51 50 49 48 47 46 45 4x8 4x6 6x6 4x6 4x6 3x4 3x4 6x6 5x6 3x6 3x6 51-8-0 51-8-0 -1-2-8 1-2-8 14-9-8 14-9-8 38-9-8 24-0-0 51-8-0 12-10-8 0-10-1412-0-02-4-212-0-09.00 12 Plate Offsets (X,Y)-- [14:0-3-0,0-3-4], [33:0-3-0,0-3-4], [74:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.38 0.11 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 1 1 45 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 567 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 10-79,8-80,7-81,6-82,5-83,4-84,3-85,37-51,39-50,40-49,41-48,42-47,43-46: 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.): 14-33. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 33-56, 32-57, 31-58, 30-59, 29-60, 28-61, 27-62, 26-63, 24-64, 23-66, 22-67, 21-68, 20-69, 19-70, 18-71, 17-72, 16-73, 15-74, 14-75, 13-76, 12-77, 11-78, 34-54, 35-53, 36-52 REACTIONS.All bearings 51-8-0. (lb) - Max Horz 86=309(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 45, 56, 57, 58, 59, 60, 61, 62, 63, 64, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 53, 52, 51, 50, 49, 48, 47, 46 except 86=-268(LC 4), 85=-163(LC 5) Max Grav All reactions 250 lb or less at joint(s) 45, 56, 57, 58, 59, 60, 61, 62, 63, 64, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 54, 53, 52, 51, 50, 49, 48, 47, 46 except 86=312(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/325, 3-4=-279/275, 4-5=-256/274, 5-6=-231/271, 6-7=-205/268, 7-8=-179/265, 8-9=-153/255, 9-10=-148/261, 10-11=-129/272, 11-12=-102/302, 12-13=-77/332, 13-14=-48/333, 14-15=-25/292, 15-16=-24/291, 16-17=-24/291, 17-18=-24/291, 18-19=-24/291, 19-20=-24/291, 20-21=-24/291, 21-22=-24/291, 22-23=-24/291, 23-24=-24/291, 24-25=-24/291, 25-26=-24/291, 26-27=-24/291, 27-28=-24/291, 28-29=-24/291, 29-30=-24/291, 30-31=-24/291, 31-32=-24/291, 32-33=-25/291, 33-34=-31/326, 34-35=-33/315, 35-36=-29/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 56, 57, 58, 59, 60, 61, 62, 63, 64, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 53, 52, 51, 50, 49, 48, 47, 46 except (jt=lb) 86=268, 85=163.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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE03 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692466 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:36 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-__Dlj_afUxBu9dDy9kwTkwPAkCU4XHEiQ?vt5szbMPn NOTES- 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800962 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692467 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:37 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-TBm8xKbHFFJlnno8jRRiH7yLJcpuGjdrfffQdJzbMPm Scale = 1:86.6 1 2 3 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 3x6 3x4 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 -1-2-8 1-2-8 7-11-8 7-11-8 15-11-0 7-11-8 17-1-8 1-2-8 1-0-110-3-71-0-114.00 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) 0.33 0.14 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.All bearings 15-11-0. (lb) - Max Horz 28=-256(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-191(LC 4), 16=-155(LC 5), 27=-178(LC 5), 17=-160(LC 4) Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=268(LC 5), 22=324(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-26/273, 8-9=-26/273 WEBS 8-22=-356/0 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=191, 16=155, 27=178, 17=160. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE05 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692468 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:38 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-xNKW8fcv0ZRcPxNKH9zxpLURe09O?As_uJOz9lzbMPl Scale = 1:138.8 1 2 3 4 13 12 11 10 9 8 7 5 35 36 6 37 3x8 4x8 3x4 2x4 3x6 3x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 3x6 3x6 7-6-0 7-6-0 10-5-0 2-11-0 15-0-0 4-7-0 7-6-0 7-6-0 15-0-0 7-6-0 3-5-414-8-41-1-214-8-49.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-4-8,Edge], [29:0-1-13,0-1-0], [31:0-1-13,0-1-0], [33:0-1-13,0-1-0] 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) 0.68 0.18 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.01 0.01 (loc) 5-6 5-6 36 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-13,1-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-35,14-15,16-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-8 oc bracing. WEBS 1 Row at midpt 4-35, 3-9, 3-5, 4-36 REACTIONS.All bearings 10-5-0 except (jt=length) 6=0-3-8, 36=0-3-0. (lb) - Max Horz 13=369(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 9=-190(LC 6), 7=-106(LC 2), 36=-202(LC 6) Max Grav All reactions 250 lb or less at joint(s) 13, 8, 10, 11, 12, 6, 36 except 9=517(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 12-13=-361/78, 11-12=-361/78, 10-11=-361/78, 9-10=-361/78 WEBS 3-9=-453/106, 1-9=-49/298 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 studs spaced at 1-4-0 oc. 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) Bearing at joint(s) 36 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 9, 106 lb uplift at joint 7 and 202 lb uplift at joint 36. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE06 Truss Type GABLE Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692469 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:39 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-PZuuM?dXnsZT05yWrsUAMY1myPWFkft86z8XhBzbMPk Scale = 1:23.3 1 2 3 6 4 5 2x4 2x4 3x6 3x4 1-7-8 1-7-8 -0-6-8 0-6-8 2-4-0 2-4-0 1-6-03-3-02-11-80-3-83-3-09.00 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) 0.06 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 6 6 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=120/1-7-8, 4=57/0-1-8, 5=28/0-3-8 Max Horz 6=89(LC 6) Max Uplift4=-79(LC 6) Max Grav 6=120(LC 1), 4=57(LC 1), 5=55(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 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 studs spaced at 1-4-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE08 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692470 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:40 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-tmSGZLd9XAhJeFXjOZ?PumapDpd7TwfHLct4EezbMPj Scale = 1:93.9 12 3 4 5 6 7 8 9 10 11 26 25 24 23 22 21 20 19 18 17 16 15 14 13 125657 58 59 60 3x6 4x6 4x6 3x6 3x6 3x8 4x6 3x8 3x8 4x6 3x6 4x8 3x4 3x8 10-9-2 10-9-2 13-11-0 3-1-14 16-4-14 2-5-14 22-0-10 5-7-12 32-9-12 10-9-2 -1-2-8 1-2-8 5-0-2 5-0-2 10-9-2 5-9-0 16-4-14 5-7-12 22-0-10 5-7-12 27-9-10 5-9-0 32-9-12 5-0-2 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-1-12], [7:0-4-4,0-1-12], [52:0-2-0,0-0-8] 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) 0.54 1.00 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.34 -0.84 0.02 0.35 (loc) 12-13 12-13 12 12-13 l/defl >661 >270 n/a >649 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-19,8-13,4-26,8-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 27-29,32-33,34-35,46-47,51-53,54-55: 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 5-19, 6-19, 6-13, 8-13 REACTIONS.All bearings 13-11-0 except (jt=length) 12=0-8-0. (lb) - Max Horz 26=287(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 16, 17 except 19=-301(LC 5), 12=-254(LC 7) Max Grav All reactions 250 lb or less at joint(s) 16, 16, 17, 20, 21, 22, 23, 24, 25 except 19=1481(LC 1), 26=346(LC 10), 12=1065(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-474/355, 7-8=-802/412, 8-9=-288/321, 9-10=-445/298, 10-12=-461/289 BOT CHORD 25-26=-168/255, 24-25=-168/255, 24-56=-168/255, 23-56=-168/255, 22-23=-168/255, 21-22=-168/255, 20-21=-168/255, 19-20=-168/255, 18-19=-126/320, 17-18=-126/320, 17-57=-126/320, 16-57=-126/320, 15-16=-126/320, 15-58=-126/320, 14-58=-126/320, 13-14=-126/320, 13-59=-94/608, 59-60=-94/608, 12-60=-94/608 WEBS 5-19=-405/98, 6-19=-939/304, 6-13=-159/376, 8-12=-564/45 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed; porch 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 studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 16, 17 except (jt=lb) 19=301, 12=254. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE09 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692471 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-Ly0emheoIUqAGP6vyHWeRz62vDABCZ4RaGdem4zbMPi Scale = 1:18.5 1 2 3 2x4 2x4 2x4 3-3-13 3-3-13 0-0-42-5-149.00 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) 0.29 0.18 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: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=109/3-3-13, 3=109/3-3-13 Max Horz 1=62(LC 5) Max Uplift3=-21(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 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) 3. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692472 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:41 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-Ly0emheoIUqAGP6vyHWeRz62rDAxCXORaGdem4zbMPi Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 2x4 3x4 4x6 3x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-4-8 19-4-8 -1-2-8 1-2-8 9-10-4 9-10-4 19-4-8 9-6-4 20-7-0 1-2-8 0-10-1410-9-21-2-1412.00 12 Plate Offsets (X,Y)-- [30:0-3-0,0-0-4] 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) 0.29 0.13 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 138 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-25,8-26,10-24: 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 9-25, 8-26, 10-24 REACTIONS.All bearings 19-4-8. (lb) - Max Horz 33=258(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except 33=-184(LC 4), 18=-105(LC 5), 32=-146(LC 5), 19=-142(LC 4) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 except 25=353(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-20/272, 8-9=-25/292, 9-10=-23/292, 10-11=-18/268 WEBS 9-25=-351/0 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) 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=184, 18=105, 32=146, 19=142. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss M01 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692473 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-p8a1_1fQ3ny1tYh5W_1t_Bf6adUKx_hapwMBIWzbMPh Scale = 1:60.0 1 2 4 3 5x6 3x6 3x8 3x4 7-3-8 7-3-8 7-3-8 7-3-8 2-3-147-9-89.00 12 Plate Offsets (X,Y)-- [1:Edge,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) 0.74 0.31 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.23 -0.00 0.02 (loc) 3-4 3-4 3 3-4 l/defl >876 >362 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=280/7-3-8, 3=280/7-3-8, 4=280/7-3-8 Max Horz 4=219(LC 5) Max Uplift3=-93(LC 5) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) 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. 6) "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 Componentavailable 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. March 13,2018 Job B18800962 Truss M02 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692474 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:42 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-p8a1_1fQ3ny1tYh5W_1t_Bf9zdTZx_lapwMBIWzbMPh Scale = 1:58.3 1 2 3 5 4 2x4 2x4 3x6 3x4 3x8 7-10-8 7-10-8 3-11-4 3-11-4 7-10-8 3-11-4 2-1-48-0-29.00 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) 0.53 0.36 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.13 -0.32 0.00 -0.00 (loc) 4-5 4-5 4 4-5 l/defl >704 >283 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS.(lb/size) 4=303/0-3-8, 5=303/0-3-8 Max Horz 5=176(LC 6) Max Uplift4=-136(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;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=136. 5) 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. 6) "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 Componentavailable 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. March 13,2018 Job B18800962 Truss M03 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692475 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-HL8PBNg2q54uViFI4iY6WOCJ_1negLVk1a6kqyzbMPg Scale = 1:103.6 1 2 3 4 7 6 5 8 9 10 3x6 6x16 3x4 3x4 2x4 4x8 4x6 3x6 3x6 3x6 3x6 7-6-0 7-6-0 15-0-0 7-6-0 7-6-0 7-6-0 15-0-0 7-6-0 3-5-414-8-41-1-214-8-49.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-6-14,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) 0.64 0.50 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.25 -0.04 0.02 (loc) 5-6 5-6 9 6 l/defl >999 >697 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-7,1-6: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 1 Row at midpt 4-8, 2-6, 4-6, 4-9 REACTIONS.(lb/size) 7=627/Mechanical, 9=727/0-3-0 Max Horz 7=334(LC 6) Max Uplift9=-244(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-539/0, 2-3=-576/82, 3-4=-426/128, 1-7=-576/0 BOT CHORD 6-7=-346/43 WEBS 2-6=-503/307, 4-6=-320/697, 1-6=0/331, 4-9=-727/244 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=244. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss M04 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692476 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:43 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-HL8PBNg2q54uViFI4iY6WOCO21rzgSek1a6kqyzbMPg Scale = 1:80.3 1 2 3 6 5 4 7 8 9 3x6 4x8 3x6 2x4 3x6 3x4 3x6 3x6 3x6 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 3-5-411-5-41-1-211-5-49.00 12 Plate Offsets (X,Y)-- [3:0-4-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.31 0.22 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.05 -0.01 0.01 (loc) 4-5 4-5 8 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 75 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4,2-4: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4, 3-8 REACTIONS.(lb/size) 6=451/Mechanical, 8=445/0-3-0 Max Horz 6=233(LC 6) Max Uplift8=-191(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/0, 4-7=-128/340, 3-7=-128/340, 1-6=-411/0 WEBS 2-4=-341/181, 3-8=-446/194 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=191. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss M05 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692477 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-lXhnPjggbPCl7sqUdP3L3ckZOQBZPoetGErINPzbMPf Scale = 1:81.4 1 2 3 6 5 4 7 8 9 10 8x10 2x4 2x4 2x4 3x8 3x4 3x6 3x6 3x6 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 8-1-411-7-151-1-211-7-154.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.27 0.20 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 -0.01 0.01 (loc) 4-5 5-6 8 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-6: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 1-6, 3-8 REACTIONS.(lb/size) 6=529/Mechanical, 8=506/0-3-0 Max Horz 6=104(LC 4) Max Uplift8=-129(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-416/0 WEBS 2-5=-358/191, 3-5=-201/353, 1-5=0/281, 3-8=-507/196 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=129. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss M06 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692478 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-lXhnPjggbPCl7sqUdP3L3ckXgQBFPjftGErINPzbMPf Scale = 1:81.4 1 2 3 4 7 6 5 8 9 10 11 8x10 2x4 3x4 2x4 3x8 3x6 3x6 3x6 3x6 5-4-0 5-4-0 10-8-0 5-4-0 -0-10-8 0-10-8 5-4-0 5-4-0 10-8-0 5-4-0 8-1-411-7-151-1-211-7-154.00 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) 0.38 0.22 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 -0.01 0.02 (loc) 5-6 6-7 9 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 92 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 2-7, 4-9 REACTIONS.(lb/size) 7=593/Mechanical, 9=503/0-3-0 Max Horz 7=241(LC 6) Max Uplift9=-184(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-481/17 BOT CHORD 7-10=-267/6, 6-10=-267/6 WEBS 3-6=-349/158, 4-6=-324/346, 2-6=0/277, 4-9=-504/294 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=184. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss M07 Truss Type MONOPITCH Qty 4 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692479 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:44 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-lXhnPjggbPCl7sqUdP3L3ckYQQEaPuAtGErINPzbMPf Scale = 1:23.5 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-10-8 1-10-8 1-0-0 1-0-0 2-6-03-3-02-11-80-3-83-3-09.00 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) 0.34 0.01 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=323/0-3-8, 4=-145/0-1-8 Max Horz 5=117(LC 6) Max Uplift5=-11(LC 4), 4=-169(LC 6) Max Grav 5=323(LC 1), 4=30(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-315/15 WEBS 2-4=-1/435 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) 5 except (jt=lb) 4=169. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss M08 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692480 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-EjF9c3hIMiKck0PgB7babpHoZqZB8NN0VubrvrzbMPe Scale = 1:23.3 1 2 3 5 4 2x4 2x4 3x6 3x4 -0-6-8 0-6-8 2-4-0 2-4-0 1-6-03-3-02-11-80-3-83-3-09.00 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.06 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=130/0-3-8, 4=75/0-1-8 Max Horz 5=89(LC 6) Max Uplift4=-68(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 Componentavailable 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. March 13,2018 Job B18800962 Truss M09 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692481 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-EjF9c3hIMiKck0PgB7babpHmJqZP8M?0VubrvrzbMPe Scale = 1:24.9 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 2-0-0 2-0-0 2-0-03-6-03-2-80-3-83-6-09.00 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.14 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=182/0-3-8, 4=36/0-1-8 Max Horz 5=111(LC 6) Max Uplift4=-92(LC 6) Max Grav 5=182(LC 1), 4=41(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 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 Componentavailable 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. March 13,2018 Job B18800962 Truss M10 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692482 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:45 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-EjF9c3hIMiKck0PgB7babpHeHqZp8MB0VubrvrzbMPe Scale = 1:24.5 1 2 3 5 4 2x4 3x6 3x6 4x6 -2-2-13 2-2-13 1-4-5 1-4-5 2-6-113-4-150-5-12-11-143-4-157.57 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.65 0.01 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=442/0-3-8, 3=-194/Mechanical, 4=11/0-1-8 Max Horz 5=121(LC 6) Max Uplift3=-194(LC 1), 4=-211(LC 6) Max Grav 5=442(LC 1), 3=118(LC 6), 4=21(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-431/0 WEBS 2-4=-1/309 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=194, 4=211. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 4 lb up at -2-2-13 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + 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=-30(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 Componentavailable 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. March 13,2018 Job B18800962 Truss M11 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692483 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-iwpXqPiw70STMA_tlq6p81qwYEv5tooAjYKORHzbMPd Scale = 1:23.0 1 2 3 5 4 2x4 2x4 4x6 4x6 0-11-9 0-11-9 -2-2-13 2-2-13 0-11-9 0-11-9 2-6-113-1-152-10-70-3-83-1-157.57 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) 0.23 0.00 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=514/0-3-8, 4=-297/0-1-8 Max Horz 5=111(LC 6) Max Uplift4=-297(LC 1) Max Grav 5=514(LC 1), 4=10(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-238/304, 2-5=-507/0 WEBS 2-4=0/411 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=297. 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) 20 lb down and 3 lb up at -2-2-13 on top 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=-20(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 Componentavailable 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. March 13,2018 Job B18800962 Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692484 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-iwpXqPiw70STMA_tlq6p81qyQEu0tqJAjYKORHzbMPd Scale = 1:21.8 12 3 4 2x4 2x4 2x4 3-1-14 3-1-140-5-33-1-140-1-83-0-60-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0] 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) 0.11 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 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=97/2-7-3, 2=120/2-7-3 Max Horz 2=89(LC 6) Max Uplift4=-47(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) 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. March 13,2018 Job B18800962 Truss PB02 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692485 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:46 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-iwpXqPiw70STMA_tlq6p81qwfEuUtp1AjYKORHzbMPd Scale = 1:44.3 1 2 3 4 5 67 10 9 8 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 11-3-8 11-3-8 5-7-12 5-7-12 11-3-8 5-7-12 0-5-35-7-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [6:0-2-6,0-1-8] 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) 0.23 0.11 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 6 6 6 6 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-2-2. (lb) - Max Horz 2=-121(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-157(LC 6), 8=-156(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=302(LC 10), 8=302(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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, 6 except (jt=lb) 10=157, 8=156. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss PB03 Truss Type GABLE Qty 3 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692486 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:47 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-A6Nw1kjYuKaK_KZ3JYd2hEM65eDzcDKJyC4y_kzbMPc Scale = 1:68.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 91617 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-1-8 22-1-8 12-0-0 12-0-0 22-1-8 10-1-8 0-4-108-10-89-0-00-1-81-3-60-1-89.00 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 0.15 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 9 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 81 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 21-5-5. (lb) - Max Horz 2=216(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 2, 15 except 13=-106(LC 6), 11=-106(LC 7), 10=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 9, 2 except 12=440(LC 1), 13=494(LC 10), 15=339(LC 1), 11=504(LC 11), 10=285(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-261/156, 6-11=-268/157 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 15 except (jt=lb) 13=106, 11=106, 10=106. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss PB04 Truss Type Piggyback Qty 13 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692487 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-eIxIE4kBfdiBbT8FsF8HDSvHz2Z5LgfTBspVWAzbMPb Scale = 1:71.8 1 2 3 4 5 6 7 89 15 14 13 12 11 101617 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-0-0 24-0-0 12-0-0 12-0-0 24-0-0 12-0-0 0-4-108-10-89-0-00-1-80-4-100-1-89.00 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) 0.17 0.16 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 9 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 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 22-7-11. (lb) - Max Horz 2=-200(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 10 except 13=-106(LC 6), 11=-106(LC 7) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=410(LC 1), 13=494(LC 10), 15=339(LC 1), 11=494(LC 11), 10=339(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-261/156, 6-11=-261/156 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, 15, 10 except (jt=lb) 13=106, 11=106. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss PB05 Truss Type GABLE Qty 3 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692488 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-eIxIE4kBfdiBbT8FsF8HDSvG92ZvLgfTBspVWAzbMPb Scale = 1:71.8 1 2 3 4 5 6 7 13 12 11 10 9 814 15 4x6 2x4 2x4 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 18-9-8 18-9-8 12-0-0 12-0-0 18-9-8 6-9-8 0-4-108-10-89-0-00-1-83-9-60-1-89.00 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) 0.23 0.17 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 8 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 73 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.All bearings 18-1-5. (lb) - Max Horz 2=193(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 13 except 11=-107(LC 6), 9=-101(LC 7) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 10=463(LC 1), 11=493(LC 10), 13=340(LC 1), 9=458(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-261/156 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 exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 13 except (jt=lb) 11=107, 9=101. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss PB06 Truss Type Piggyback Qty 8 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692489 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:48 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-eIxIE4kBfdiBbT8FsF8HDSvH?2ZrLgfTBspVWAzbMPb Scale = 1:68.7 1 2 3 4 5 6 10 9 8 711 4x6 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 16-0-8 16-0-8 12-0-0 12-0-0 16-0-8 4-0-8 0-4-109-0-00-1-85-10-20-1-89.00 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 0.18 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 7 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 63 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 5-8: 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. WEBS 1 Row at midpt 5-8 REACTIONS.All bearings 15-4-5. (lb) - Max Horz 2=212(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 10 except 9=-107(LC 6) Max Grav All reactions 250 lb or less at joint(s) 7, 2 except 9=487(LC 10), 10=343(LC 1), 8=484(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-260/155 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 10 except (jt=lb) 9=107. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692490 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:49 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-6VVgSQkpQxq2DdjRQyfWmfSSMRx14AJcQWZ32czbMPa Scale = 1:44.3 1 2 3 4 5 6 7 89 14 13 12 11 10 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-3-8 11-3-8 5-7-12 5-7-12 11-3-8 5-7-12 0-5-35-7-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [8:0-2-6,0-1-8] 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) 0.07 0.05 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 8 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-2-2. (lb) - Max Horz 2=-121(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 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, 13, 14, 11, 10. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692491 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:50 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-ah32fmlRBFyvrnIe_gAlIt_djrHPpcYmeAIca2zbMPZ Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 34 33 32 31 30 29 28 27 26 25 24 23 22 21 2019 4x6 2x4 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 21-10-0 21-10-0 12-0-0 12-0-0 21-10-0 9-10-0 0-4-108-10-89-0-00-1-81-6-00-1-89.00 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) 0.09 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 19 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-26: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-26 REACTIONS.All bearings 21-1-13. (lb) - Max Horz 2=218(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 19, 2, 26, 27, 28, 29, 30, 32, 33, 34, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 19, 2, 26, 27, 28, 29, 30, 32, 33, 34, 25, 24, 23, 22, 21, 20 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) 19, 2, 26, 27, 28, 29, 30, 32, 33, 34, 25, 24, 23, 22, 21, 20. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692492 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-2tdQt6m3yY4mSxtqYNh_r4Xp3FdmY3ovtq297VzbMPY Scale = 1:77.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 3130 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-0-0 24-0-0 12-0-0 12-0-0 24-0-0 12-0-0 0-4-108-10-89-0-00-1-80-4-100-1-89.00 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) 0.05 0.03 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 18 19 18 18 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 129 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-27: 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 10-27 REACTIONS.All bearings 22-7-11. (lb) - Max Horz 2=-200(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 2, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 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, 28, 29, 30, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T01 Truss Type Common Qty 6 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692493 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:51 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-2tdQt6m3yY4mSxtqYNh_r4Xk0FOfY?6vtq297VzbMPY Scale = 1:66.9 1 2 3 4 5 6 7 9 8 4x6 5x6 3x6 3x8 2x4 2x4 5x6 10-11-8 10-11-8 21-11-0 10-11-8 -1-2-8 1-2-8 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 23-1-8 1-2-8 0-6-08-8-100-6-09.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge], [6:0-2-2,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) 0.38 1.00 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.73 0.04 0.03 (loc) 2-8 2-8 6 2-8 l/defl >915 >355 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=946/0-3-8, 6=946/0-3-8 Max Horz 2=-198(LC 4) Max Uplift2=-77(LC 6), 6=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1099/125, 3-4=-850/126, 4-5=-850/126, 5-6=-1099/125 BOT CHORD 2-9=-53/812, 8-9=-53/812, 6-8=0/812 WEBS 4-8=-43/635, 5-8=-292/173, 3-8=-292/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T02 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692494 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-W3Ap4SnhjsCc45R055DDOI4mQfmWHOx26UnjfxzbMPX Scale = 1:93.6 1 2 3 4 5 6 7 14 13 12 11 10 9 815 16 17 18 3x4 4x6 3x6 5x6 3x4 3x6 3x8 3x6 2x4 3x8 2x4 6x8 4x8 3x6 10-9-8 10-9-8 18-2-9 7-5-1 25-5-15 7-3-5 32-11-0 7-5-1 5-6-8 5-6-8 10-9-8 5-3-0 18-2-9 7-5-1 25-5-15 7-3-5 32-11-0 7-5-1 3-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.77 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.45 -0.90 0.05 0.03 (loc) 13-14 13-14 8 11 l/defl >876 >433 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 7-8: 2x4 SPF 2100F 1.8E, 1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-13, 4-9, 6-9, 7-9, 2-14 REACTIONS.(lb/size) 8=1728/0-3-8, 14=1664/Mechanical Max Horz 14=247(LC 6) Max Uplift8=-129(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1454/158, 3-4=-1087/164, 4-5=-859/94, 5-6=-859/94, 6-7=-859/94, 7-8=-1550/210 BOT CHORD 14-15=-253/955, 15-16=-253/955, 13-16=-253/955, 12-13=-154/1226, 12-17=-154/1226, 11-17=-154/1226, 10-11=-154/1226, 9-10=-154/1226 WEBS 3-13=0/460, 4-13=-264/144, 4-11=0/352, 4-9=-694/114, 6-9=-467/189, 7-9=-176/1604, 2-14=-1561/44 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=129. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T03 Truss Type PIGGYBACK BASE Qty 7 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692495 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:52 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-W3Ap4SnhjsCc45R055DDOI4mRfmoHKb26UnjfxzbMPX Scale = 1:94.7 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 18 19 20 21 3x4 5x6 3x6 5x8 4x6 3x6 3x8 3x6 2x4 3x8 2x4 6x8 5x8 4x8 3x4 3x6 10-9-8 10-9-8 18-10-1 8-0-9 26-8-15 7-10-13 34-9-8 8-0-9 37-3-0 2-5-8 5-6-8 5-6-8 10-9-8 5-3-0 18-10-1 8-0-9 26-8-15 7-10-13 34-9-8 8-0-9 37-3-0 2-5-8 3-10-1412-0-010-1-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-2], [7:0-6-0,0-2-0], [8:Edge,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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.91 0.82 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.45 -0.91 0.07 0.06 (loc) 15-16 15-16 9 13 l/defl >978 >485 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 4-11, 6-11, 7-11, 7-10, 2-16 2 Rows at 1/3 pts 8-9 REACTIONS.(lb/size) 16=1893/Mechanical, 9=1908/0-3-8 Max Horz 16=209(LC 6) Max Uplift16=-46(LC 5), 9=-152(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1716/201, 3-4=-1300/199, 4-5=-1276/167, 5-6=-1276/167, 6-7=-1276/167, 7-8=-498/63, 8-9=-1970/155 BOT CHORD 16-17=-227/1113, 17-18=-227/1113, 15-18=-227/1113, 14-15=-202/1593, 14-19=-202/1593, 13-19=-202/1593, 13-20=-202/1593, 12-20=-202/1593, 11-12=-202/1593, 11-21=-37/387, 10-21=-37/387 WEBS 2-15=-85/406, 3-15=0/599, 4-15=-602/175, 4-13=0/403, 4-11=-571/83, 6-11=-505/205, 7-11=-209/1570, 7-10=-1331/239, 2-16=-1838/89, 8-10=-161/1700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 9=152. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T04 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692496 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-?GkBIonJTAKTiF0DfokSwVczE3BL0rsCK8XGBNzbMPW Scale = 1:89.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 4x6 4x8 3x8 6x16 3x6 2x4 3x6 3x6 3x8 3x4 2x4 3x8 3x4 5x6 3x6 5-0-0 5-0-0 10-9-8 5-9-8 17-0-1 6-2-9 23-0-15 6-0-13 29-7-0 6-6-1 5-0-0 5-0-0 10-9-8 5-9-8 17-0-1 6-2-9 23-0-15 6-0-13 29-7-0 6-6-1 3-10-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0], [13:0-3-8,0-1-8] 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) 0.78 0.48 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.20 0.40 0.04 (loc) 10-12 10-12 16 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-13,1-14,1-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-10 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 4-10, 5-10, 5-9, 7-9 REACTIONS.(lb/size) 14=1409/0-3-8, 16=1502/0-3-0 Max Horz 14=247(LC 6) Max Uplift16=-110(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1119/65, 2-3=-1206/141, 3-4=-928/130, 4-5=-928/131, 5-6=-673/81, 6-7=-673/81, 1-14=-1373/51 BOT CHORD 13-14=-250/24, 13-17=-228/839, 12-17=-228/839, 11-12=-155/876, 11-18=-155/876, 10-18=-155/876, 10-19=-81/673, 9-19=-81/673 WEBS 2-13=-432/64, 4-10=-369/163, 5-10=-108/553, 5-9=-927/231, 7-9=-166/1379, 1-13=0/1037, 7-16=-1525/169 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=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) 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T05 Truss Type Piggyback Base Qty 3 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692497 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:53 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-?GkBIonJTAKTiF0DfokSwVcy?38_0tBCK8XGBNzbMPW Scale: 1/8"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 4x6 4x8 3x6 6x16 3x6 2x4 3x6 3x6 3x6 3x4 2x4 5x8 3x6 5-0-0 5-0-0 10-9-8 5-9-8 18-8-0 7-10-8 26-10-0 8-2-0 5-0-0 5-0-0 10-9-8 5-9-8 18-8-0 7-10-8 26-10-0 8-2-0 3-10-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] 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) 0.86 0.69 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.32 0.40 0.03 (loc) 7-8 7-8 14 8-10 l/defl >999 >994 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,1-12,1-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-7 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 3-8, 4-8, 6-8 REACTIONS.(lb/size) 12=1274/0-3-8, 14=1350/0-3-0 Max Horz 12=247(LC 6) Max Uplift14=-102(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1004/52, 2-3=-1056/121, 3-4=-696/96, 4-5=-695/97, 5-6=-695/97, 1-12=-1234/36 BOT CHORD 11-12=-250/24, 11-15=-217/747, 10-15=-217/747, 9-10=-140/759, 9-16=-140/759, 8-16=-140/759 WEBS 2-11=-376/54, 3-10=-41/305, 4-8=-575/232, 6-8=-167/1185, 1-11=0/921, 6-14=-1373/165 NOTES- 1) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=102. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T06 Truss Type PIGGYBACK BASE Qty 5 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692498 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:54 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-TSIZV8oxETSKJObPDWFhTj96lSSulMeLZoGqjqzbMPV Scale = 1:97.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 6x8 3x6 6x16 3x6 6x10 4x6 4x6 3x6 3x6 2x4 3x6 2x4 5x12 3x6 3x6 7-6-8 7-6-8 14-9-8 7-3-0 22-8-0 7-10-8 30-10-0 8-2-0 -1-2-8 1-2-8 7-6-8 7-6-8 14-9-8 7-3-0 22-8-0 7-10-8 30-10-0 8-2-0 0-10-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-4-8,0-1-12] 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) 0.92 0.78 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.19 -0.34 0.47 0.04 (loc) 11-13 10-11 17 11-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-15: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SP No.1 4-9-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-15 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13, 6-11, 7-11, 9-11 REACTIONS.(lb/size) 2=1596/0-3-8, 17=1563/0-3-0 Max Horz 2=375(LC 6) Max Uplift2=-36(LC 6), 17=-95(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2041/23, 3-4=-1814/56, 4-5=-1440/79, 5-6=-1306/127, 6-7=-842/102, 7-8=-841/102, 8-9=-841/102 BOT CHORD 2-18=-274/1498, 15-18=-274/1498, 14-15=-274/1498, 14-19=-274/1498, 13-19=-274/1498, 13-20=-152/1052, 12-20=-152/1052, 11-12=-152/1052 WEBS 4-15=0/351, 4-13=-594/184, 6-13=-31/686, 6-11=-377/114, 7-11=-571/234, 9-11=-177/1442, 9-17=-1590/174 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) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T07 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692499 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-xesxjTpa?naBxYAbnDmw?wiL2smOUmBVoS0NGGzbMPU Scale = 1:110.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 1428 29 30 31 32 4x6 6x8 4x6 6x8 4x6 8x10 4x6 3x6 4x6 2x4 3x6 4x8 2x4 4x6 4x6 3x6 4x6 3x12 3x6 8x8 3x8 3x8 MT18HS 7-6-8 7-6-8 14-9-8 7-3-0 22-10-1 8-0-9 30-8-15 7-10-13 38-9-8 8-0-9 46-0-8 7-3-0 51-8-0 5-7-8 -1-2-8 1-2-8 7-6-8 7-6-8 14-9-8 7-3-0 22-10-1 8-0-9 30-8-15 7-10-13 38-9-8 8-0-9 46-0-8 7-3-0 51-8-0 5-7-8 0-10-1412-0-02-4-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [10:0-5-4,0-3-0], [15:0-3-8,0-1-8] 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 YES IRC2003/TPI2002 CSI. TC BC WB (Matrix-S) 0.70 0.95 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.53 0.19 0.09 (loc) 20-22 20-22 14 20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 340 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 14-16,19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,12-15,13-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-5-11 max.): 6-10. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 6-20, 7-20, 9-20, 9-18, 10-18 REACTIONS.(lb/size) 2=2635/0-3-8, 14=2516/Mechanical Max Horz 2=269(LC 5) Max Uplift2=-79(LC 6), 14=-30(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1862/47, 3-4=-3632/269, 4-5=-3094/291, 5-6=-3013/339, 6-7=-2885/363, 7-8=-2885/363, 8-9=-2885/363, 9-10=-2834/358, 10-11=-2738/320, 11-12=-2863/272, 12-13=-2708/217, 13-14=-2470/190 BOT CHORD 2-28=-257/2760, 23-28=-257/2760, 23-29=-257/2760, 22-29=-257/2760, 21-22=-212/2408, 21-30=-212/2408, 20-30=-212/2408, 19-20=-189/2834, 18-19=-189/2834, 18-31=-61/2184, 17-31=-61/2184, 16-17=-110/2098, 16-32=-110/2098, 15-32=-110/2098 WEBS 4-23=0/274, 4-22=-474/182, 6-22=-21/640, 6-20=-229/953, 7-20=-492/210, 9-18=-637/281, 10-18=-225/1231, 10-17=-9/288, 12-17=-160/257, 12-15=-545/122, 13-15=-114/2181 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14. 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) This truss design requires that a minimum of 7/16” structural wood sheathing be applied directly to the top chord and ½” gypsum sheetrock be applied directly to the bottom chord. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T08 Truss Type Common Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692500 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:55 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-xesxjTpa?naBxYAbnDmw?wiRNsx8Uo2VoS0NGGzbMPU Scale = 1:84.9 1 2 3 4 5 67 10 9 8 4x6 3x8 4x6 4x6 3x4 4x6 3x4 4x6 7-11-8 7-11-8 15-11-0 7-11-8 -1-2-8 1-2-8 3-6-0 3-6-0 7-11-8 4-5-8 12-5-0 4-5-8 15-11-0 3-6-0 17-1-8 1-2-8 1-5-910-8-151-5-914.00 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.29 0.20 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.02 -0.06 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 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) 10=706/0-3-8, 8=706/0-3-8 Max Horz 10=-269(LC 4) Max Uplift10=-47(LC 6), 8=-47(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-490/173, 4-5=-490/173 BOT CHORD 9-10=-120/315, 8-9=0/315 WEBS 4-9=-151/385, 3-10=-494/1, 5-8=-494/1 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T09 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692501 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-PrQJwpqCm5i2ZiloKxH9Y8EWXGGtDBXe16lwoizbMPT Scale = 1:92.5 1 2 3 4 8 7 6 5 9 10 11 12 4x6 6x16 2x4 2x4 3x4 3x4 3x12 3x6 3x6 5-8-15 5-8-15 11-2-6 5-5-7 13-5-8 2-3-2 5-8-15 5-8-15 11-2-6 5-5-7 13-5-8 2-3-2 7-0-210-8-1512-5-410-1-1212-5-44.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-6-14,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) 0.65 0.29 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.10 0.02 (loc) 6-7 6-7 10 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-8: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 2-6, 3-6 REACTIONS.(lb/size) 8=669/Mechanical, 10=574/0-3-0 Max Horz 8=260(LC 6) Max Uplift8=-16(LC 4), 10=-179(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/39, 1-8=-554/38 BOT CHORD 8-11=-272/9, 7-11=-272/9, 7-12=-170/278, 6-12=-170/278 WEBS 2-6=-304/233, 3-6=-315/138, 1-7=0/421, 4-6=-275/683, 4-10=-580/243 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 10=179. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T10 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692502 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:56 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-PrQJwpqCm5i2ZiloKxH9Y8EViGGuDB8e16lwoizbMPT Scale = 1:92.5 1 2 3 4 5 9 8 7 6 10 11 12 13 4x6 6x16 2x4 2x4 3x4 3x4 3x12 3x6 3x6 5-8-15 5-8-15 11-2-6 5-5-7 13-5-8 2-3-2 -0-10-8 0-10-8 5-8-15 5-8-15 11-2-6 5-5-7 13-5-8 2-3-2 7-0-210-8-1512-5-410-1-1212-5-44.00 12 9.00 12 Plate Offsets (X,Y)-- [5:0-6-14,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) 0.77 0.29 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.10 0.02 (loc) 7-8 7-8 11 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 3-7, 4-7 REACTIONS.(lb/size) 9=732/Mechanical, 11=571/0-3-0 Max Horz 9=275(LC 6) Max Uplift9=-49(LC 4), 11=-185(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-335/47, 2-9=-618/70 BOT CHORD 9-12=-292/9, 8-12=-292/9, 8-13=-176/275, 7-13=-176/275 WEBS 3-7=-299/241, 4-7=-318/142, 2-8=0/416, 5-7=-285/681, 5-11=-577/251 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (jt=lb) 11=185. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692503 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-t1_i79rqXOrvAsK_ueoO5LniFgc5ycinFmVUK8zbMPS Scale = 1:97.5 12 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 19 6x6 4x10 4x6 4x6 4x6 6x10 3x12 3x8 3x6 2x4 4x6 3x4 6-5-11 6-5-11 13-7-8 7-1-13 21-7-0 7-11-8 -1-2-8 1-2-8 0-9-11 0-9-11 6-5-11 5-8-0 8-9-0 2-3-5 13-7-8 4-10-8 18-6-0 4-10-8 21-7-0 3-1-0 22-9-8 1-2-8 2-6-113-4-211-10-12-6-113-4-214.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [6:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.59 0.30 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.09 -0.21 0.01 0.11 (loc) 13 11-13 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 6-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-7 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 14=894/0-3-8, 10=1010/0-3-8 Max Horz 14=-307(LC 3) Max Uplift14=-538(LC 5), 10=-96(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1238/336, 4-5=-2067/584, 5-6=-743/225, 6-7=-742/218 BOT CHORD 14-15=-284/308, 15-16=-284/308, 16-17=-284/308, 13-17=-284/308, 12-13=-166/785, 11-12=-166/785, 11-18=-1/389, 18-19=-1/389, 10-19=-1/389 WEBS 3-13=-272/1205, 4-13=-1753/480, 5-13=-507/1374, 5-11=-582/336, 6-11=-215/667, 3-14=-725/161, 7-10=-809/53 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; 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) 10 except (jt=lb) 14=538. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 265 lb up at 0-9-12 on top chord, and 23 lb down and 320 lb up at 0-9-12, and 20 lb down and 104 lb up at 2-10-13, and 20 lb down and 104 lb up at 4-10-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 14-18=-20, 18-19=-60, 10-19=-20 Concentrated Loads (lb) Vert: 3=100(F) 15=-19 16=-16 17=-16 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T12 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692504 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:57 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-t1_i79rqXOrvAsK_ueoO5LnkLgWbya9nFmVUK8zbMPS Scale = 1:94.1 12 3 4 5 6 7 8 14 13 12 11 10 915 16 4x10 6x6 4x6 2x4 3x6 3x6 3x6 3x8 4x6 3x6 3x6 3x4 2-1-2 2-1-2 7-9-2 5-8-0 13-7-8 5-10-6 21-7-0 7-11-8 -1-2-8 1-2-8 2-1-2 2-1-2 7-9-2 5-8-0 13-7-8 5-10-6 18-6-0 4-10-8 21-7-0 3-1-0 22-9-8 1-2-8 2-6-114-10-211-10-12-6-114-10-214.00 12 Plate Offsets (X,Y)-- [3:0-7-2,0-2-0], [4:0-3-0,Edge], [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) 0.45 0.65 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.28 0.02 0.03 (loc) 9-10 9-10 9 10-11 l/defl >999 >905 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-7-3 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=947/0-3-8, 9=1008/0-3-8 Max Horz 14=-309(LC 4) Max Uplift14=-72(LC 6), 9=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-580/139, 3-4=-932/155, 4-5=-754/178, 5-6=-728/198, 2-14=-948/113 BOT CHORD 13-14=-284/297, 12-13=-180/351, 11-12=-180/351, 10-11=-52/945, 10-15=0/382, 15-16=0/382, 9-16=0/382 WEBS 3-13=-309/76, 3-11=-66/756, 4-11=-399/107, 4-10=-690/200, 5-10=-156/613, 2-13=-27/552, 6-9=-762/11 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) The Fabrication Tolerance at joint 4 = 4% 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) 14, 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) 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T13 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692505 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-LDY4LVrSIizmo0vASLKddZJvt4sih2DxUQE1sbzbMPR Scale = 1:97.5 12 3 4 5 6 7 8 14 13 12 11 10 915 16 4x10 5x6 4x6 2x4 3x6 3x6 3x6 3x8 3x6 3x6 3x6 3x4 3-4-9 3-4-9 9-0-9 5-8-0 13-7-8 4-6-15 21-7-0 7-11-8 -1-2-8 1-2-8 3-4-9 3-4-9 9-0-9 5-8-0 13-7-8 4-6-15 18-6-0 4-10-8 21-7-0 3-1-0 22-9-8 1-2-8 2-6-116-4-211-10-12-6-116-4-214.00 12 Plate Offsets (X,Y)-- [3:0-7-2,0-2-0], [4:0-3-0,0-3-4], [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) 0.47 0.59 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.29 0.02 0.02 (loc) 9-10 9-10 9 11 l/defl >999 >891 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-10: 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. REACTIONS.(lb/size) 14=947/0-3-8, 9=1012/0-3-8 Max Horz 14=309(LC 5) Max Uplift14=-72(LC 6), 9=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-692/140, 3-4=-743/155, 4-5=-722/202, 5-6=-730/201, 2-14=-927/120 BOT CHORD 13-14=-288/303, 12-13=-151/405, 11-12=-151/405, 10-11=-40/750, 10-15=0/384, 15-16=0/384, 9-16=0/384 WEBS 3-11=-47/504, 4-11=-313/87, 4-10=-584/190, 5-10=-194/655, 2-13=-33/497, 6-9=-766/17 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) 14, 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T14 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692506 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:58 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-LDY4LVrSIizmo0vASLKddZJxp4oLh2axUQE1sbzbMPR Scale = 1:93.4 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 4x6 6x6 4x6 2x4 3x6 3x8 4x8 3x6 4x6 3x6 3x4 4-8-0 4-8-0 13-7-8 8-11-8 21-7-0 7-11-8 -1-2-8 1-2-8 4-8-0 4-8-0 10-4-0 5-8-0 13-7-8 3-3-8 18-6-0 4-10-8 21-7-0 3-1-0 22-9-8 1-2-8 2-6-117-10-211-10-12-6-117-10-214.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0] 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) 0.34 0.87 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.40 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >641 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-12,5-10: 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, 4-10 REACTIONS.(lb/size) 13=1040/0-3-8, 9=1087/0-3-8 Max Horz 13=309(LC 5) Max Uplift13=-72(LC 6), 9=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-864/139, 3-4=-504/146, 4-5=-785/221, 5-6=-828/199, 2-13=-1040/120 BOT CHORD 12-13=-299/308, 11-12=-46/693, 11-14=-46/693, 10-14=-46/693, 10-15=0/429, 15-16=0/429, 9-16=0/429 WEBS 3-12=0/273, 4-12=-325/91, 4-10=-585/218, 5-10=-222/837, 2-12=-38/548, 6-9=-892/13 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T15 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692507 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-pQ5SYrs43?5dQAUM03rsAms3eTCfQV_4j4_aP1zbMPQ Scale = 1:97.5 12 3 4 5 6 7 8 13 12 11 10 914 15 16 17 4x6 6x6 4x6 2x4 3x6 3x8 3x8 3x6 5x8 3x6 3x4 5-11-7 5-11-7 13-7-8 7-8-1 21-7-0 7-11-8 -1-2-8 1-2-8 5-11-7 5-11-7 11-7-7 5-8-0 13-7-8 2-0-1 18-6-0 4-10-8 21-7-0 3-1-0 22-9-8 1-2-8 2-6-119-4-211-10-12-6-119-4-214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5], [3:0-3-2,0-2-0] 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) 0.53 0.61 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.24 0.02 0.02 (loc) 10-12 9-10 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-12,4-12,4-10,5-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-0 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. WEBS 1 Row at midpt 4-12, 4-10 REACTIONS.(lb/size) 13=1029/0-3-8, 9=1091/0-3-8 Max Horz 13=309(LC 5) Max Uplift13=-72(LC 6), 9=-50(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-872/149, 3-4=-485/170, 4-5=-749/242, 5-6=-826/203, 2-13=-991/132 BOT CHORD 12-13=-310/322, 11-12=-38/587, 11-14=-38/587, 14-15=-38/587, 10-15=-38/587, 10-16=0/428, 16-17=0/428, 9-17=0/428 WEBS 4-10=-592/226, 5-10=-250/866, 2-12=-60/468, 6-9=-882/18 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T16 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692508 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:38:59 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-pQ5SYrs43?5dQAUM03rsAms5ATDwQVF4j4_aP1zbMPQ Scale = 1:97.5 12 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 19 4x6 6x6 4x6 3x6 3x8 3x8 3x6 2x4 3x6 3x4 3x6 3x6 7-2-14 7-2-14 13-7-8 6-4-10 21-7-0 7-11-8 -1-2-8 1-2-8 3-0-0 3-0-0 7-2-14 4-2-14 12-10-14 5-8-0 13-7-8 0-8-10 18-6-0 4-10-8 21-7-0 3-1-0 22-9-8 1-2-8 2-6-1110-10-211-10-12-6-1110-10-214.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.53 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.27 0.02 0.02 (loc) 10-11 10-11 10 11-13 l/defl >999 >940 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13,5-13,6-11,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 5-11 REACTIONS.(lb/size) 10=1097/0-3-8, 14=1083/0-3-8 Max Horz 14=309(LC 5) Max Uplift10=-50(LC 6), 14=-72(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-805/200, 4-5=-472/187, 5-6=-668/228, 6-7=-823/204 BOT CHORD 14-15=-179/419, 15-16=-179/419, 13-16=-179/419, 12-13=-28/503, 12-17=-28/503, 11-17=-28/503, 11-18=0/427, 18-19=0/427, 10-19=0/427 WEBS 4-13=-44/251, 6-11=-228/833, 7-10=-865/19, 3-14=-852/9, 5-11=-624/212 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) 10, 14. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T17 Truss Type Common Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692509 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-HcfqmBtiqJDU1J3ZZmM5i_PGutYx9zHExkj8xTzbMPP Scale = 1:93.4 1 2 3 4 5 6 9 8 710 11 12 13 3x4 4x6 3x8 4x6 4x6 3x6 3x4 3x6 7-11-8 7-11-8 15-11-0 7-11-8 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 17-1-8 1-2-8 2-6-1111-10-12-6-1114.00 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) 0.43 0.61 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.23 0.01 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >820 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 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=751/0-3-8, 7=839/0-3-8 Max Horz 9=-326(LC 4) Max Uplift9=-42(LC 7), 7=-41(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-533/221, 3-4=-531/218, 4-5=-164/257, 5-7=-256/262 BOT CHORD 9-10=-135/317, 10-11=-135/317, 8-11=-135/317, 8-12=-15/311, 12-13=-15/311, 7-13=-15/311 WEBS 3-8=-243/446, 2-9=-538/51, 4-7=-536/30 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) 9, 7. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692510 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:00 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-HcfqmBtiqJDU1J3ZZmM5i_PERtZw9_hExkj8xTzbMPP Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 1219 20 21 22 23 24 3x6 4x8 4x6 3x6 3x8 3x6 4x6 3x4 3x4 3x8 4x6 4x8 3x4 3x4 4x8 3x8 10-9-2 10-9-2 13-9-4 3-0-2 22-0-10 8-3-6 32-9-12 10-9-2 -1-2-8 1-2-8 5-0-2 5-0-2 10-9-2 5-9-0 16-4-14 5-7-12 22-0-10 5-7-12 27-9-10 5-9-0 32-9-12 5-0-2 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [7:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.53 0.54 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.62 0.02 0.01 (loc) 17-18 17-18 12 17-18 l/defl >618 >262 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-17,9-13,9-12,3-18: 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-17, 5-15, 6-15, 6-13, 9-13 REACTIONS.(lb/size) 15=1529/0-3-8, 12=991/0-8-0, 18=731/0-3-8 Max Horz 18=272(LC 5) Max Uplift15=-59(LC 5), 12=-76(LC 7), 18=-45(LC 6) Max Grav 15=1529(LC 1), 12=1005(LC 11), 18=748(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-415/108, 3-4=-390/105, 4-5=-377/155, 6-7=-424/186, 7-8=-717/176, 8-9=-731/126, 9-10=-424/100, 10-12=-447/134, 2-18=-438/138 BOT CHORD 18-19=-157/346, 19-20=-157/346, 17-20=-157/346, 13-23=0/561, 23-24=0/561, 12-24=0/561 WEBS 5-17=-30/447, 5-15=-601/64, 6-15=-832/158, 6-13=-12/485, 9-12=-515/33 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 12, 18. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692511 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:01 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-moDCzXuKbdLLfTdl7UtKFBxPTHuFuP?NAOThTwzbMPO Scale = 1:92.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 14 13 12 20 21 22 23 24 15 25 26 27 3x6 4x8 4x6 3x6 3x8 3x6 4x6 3x6 3x6 3x8 4x6 4x8 3x4 2x4 4x8 3x8 10-9-2 10-9-2 13-9-4 3-0-2 15-9-4 2-0-0 22-0-10 6-3-6 32-9-12 10-9-2 -1-2-8 1-2-8 5-0-2 5-0-2 10-9-2 5-9-0 16-4-14 5-7-12 22-0-10 5-7-12 27-9-10 5-9-0 32-9-12 5-0-2 34-0-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [7:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.57 0.60 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.67 0.02 0.28 (loc) 18-19 12-13 12 12-13 l/defl >614 >305 n/a >720 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-18,9-13,9-12,3-19: 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.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 6-16, 6-13, 9-13 REACTIONS.All bearings 0-3-8 except (jt=length) 12=0-8-0. (lb) - Max Horz 19=287(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 19 except 16=-402(LC 5), 12=-251(LC 7) Max Grav All reactions 250 lb or less at joint(s) except 16=1730(LC 1), 12=1043(LC 11), 19=745(LC 10), 15=264(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-399/109, 3-4=-393/101, 4-5=-380/151, 6-21=-454/347, 7-21=-456/347, 7-8=-762/402, 8-9=-776/352, 9-10=-435/316, 10-12=-454/286, 2-19=-427/139 BOT CHORD 19-22=-168/347, 22-23=-168/347, 18-23=-168/347, 17-18=-70/270, 16-17=-70/270, 16-24=-128/295, 15-24=-128/295, 15-25=-128/295, 14-25=-128/295, 13-14=-128/295, 13-26=-87/591, 26-27=-87/591, 12-27=-87/591 WEBS 5-18=-13/523, 5-16=-698/54, 6-16=-1252/500, 6-13=-170/396, 9-12=-549/39 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 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) 16=402, 12=251. 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, 2-5=-60, 5-20=-60, 20-21=-310, 7-21=-60, 7-10=-60, 10-11=-60, 19-22=-20, 22-23=-60, 23-24=-20, 24-25=-60, 25-26=-20, 26-27=-60, 12-27=-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 Componentavailable 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. March 13,2018 Job B18800962 Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692512 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-E?naBtuzMwTCHdCxhBOZoPUTuhEGdtJXP2CF?MzbMPN Scale = 1:92.8 1 2 3 4 5 6 7 15 14 13 12 10 9 8 16 17 18 19 20 11 21 22 23 3x4 4x8 4x6 3x4 3x8 3x6 4x6 3x6 3x6 3x8 4x6 4x8 5x6 3x6 10-9-2 10-9-2 13-9-4 3-0-2 15-9-4 2-0-0 22-0-10 6-3-6 32-7-8 10-6-14 5-0-2 5-0-2 10-9-2 5-9-0 16-4-14 5-7-12 22-0-10 5-7-12 27-9-10 5-9-0 32-7-8 4-9-14 1-2-1412-0-01-5-212-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.98 0.61 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.67 0.02 0.01 (loc) 14-15 14-15 8 9 l/defl >587 >244 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S Stud *Except* 3-14,3-12,4-12,4-9,5-9: 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.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 3-12, 4-12, 4-9, 6-9 REACTIONS.All bearings 0-3-8 except (jt=length) 8=0-5-12. (lb) - Max Horz 15=285(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 8 except 12=-192(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 12=1727(LC 1), 8=954(LC 11), 15=662(LC 10), 11=267(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-402/74, 2-3=-396/124, 4-17=-448/182, 5-17=-450/182, 5-6=-769/171, 6-7=-354/77, 7-8=-306/66, 1-15=-342/67 BOT CHORD 15-18=-180/354, 18-19=-180/354, 14-19=-180/354, 12-20=-88/292, 11-20=-88/292, 11-21=-88/292, 10-21=-88/292, 9-10=-88/292, 9-22=0/576, 22-23=0/576, 8-23=0/576 WEBS 3-14=-15/536, 3-12=-708/59, 4-12=-1246/232, 4-9=-28/389, 6-8=-616/48 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) 8 except (jt=lb) 12=192. 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: 1-3=-60, 3-16=-60, 16-17=-310, 5-17=-60, 5-7=-60, 15-18=-20, 18-19=-60, 19-20=-20, 20-21=-60, 21-22=-20, 22-23=-60, 8-23=-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 Componentavailable 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. March 13,2018 Job B18800962 Truss T21 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692513 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:02 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-E?naBtuzMwTCHdCxhBOZoPUUDhF_dr8XP2CF?MzbMPN Scale = 1:92.8 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 3x4 4x8 4x6 3x4 3x8 3x6 4x6 3x6 3x6 3x8 4x6 4x8 4x8 3x6 10-9-2 10-9-2 13-9-4 3-0-2 22-0-10 8-3-6 32-7-8 10-6-14 5-0-2 5-0-2 10-9-2 5-9-0 16-4-14 5-7-12 22-0-10 5-7-12 27-9-10 5-9-0 32-7-8 4-9-14 1-2-1412-0-01-5-212-0-012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.96 0.57 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.30 -0.65 0.02 0.23 (loc) 13-14 13-14 8 8-9 l/defl >552 >250 n/a >969 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-13,6-9,7-8,6-8,2-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 3-11, 4-11, 4-9, 6-9 REACTIONS.(lb/size) 11=1963/0-3-8, 8=992/0-3-8, 14=666/0-3-8 Max Horz 14=267(LC 5) Max Uplift11=-424(LC 5), 8=-196(LC 7) Max Grav 11=1963(LC 1), 8=1006(LC 11), 14=682(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-436/75, 2-3=-413/127, 4-16=-495/336, 5-16=-497/336, 5-6=-835/386, 6-7=-358/218, 7-8=-310/168, 1-14=-366/67 BOT CHORD 14-17=-169/367, 17-18=-169/367, 13-18=-169/367, 11-19=-130/328, 19-20=-130/328, 10-20=-130/328, 9-10=-130/328, 9-21=-162/617, 21-22=-162/617, 8-22=-162/617 WEBS 3-13=-15/474, 3-11=-630/50, 4-11=-1267/511, 4-9=-181/413, 6-8=-677/122 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; porch 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) 11=424, 8=196. 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: 1-3=-60, 3-15=-60, 15-16=-310, 5-16=-60, 5-7=-60, 14-17=-20, 17-18=-60, 18-19=-20, 19-20=-60, 20-21=-20, 21-22=-60, 8-22=-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 Componentavailable 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. March 13,2018 Job B18800962 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 28 Grey Oaks Job Reference (optional) I32692514 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:03 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-iBLzODvb7Eb3unn8FvvoKc1jQ5aNMKqgehyoYozbMPM Scale = 1:86.4 1 2 3 4 8 7 6 59 10 11 12 13 12x12 2x4 6x6 5x12 10x10 10x10 6x8 5-6-5 5-6-5 10-9-2 5-2-13 13-11-0 3-1-14 5-6-5 5-6-5 10-9-2 5-2-13 13-11-0 3-1-14 1-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-9], [3:0-6-4,0-1-12], [6:0-3-8,0-5-0], [7:0-3-8,0-5-0] 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) 0.67 0.62 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.25 0.01 0.05 (loc) 6-7 6-7 5 6-7 l/defl >999 >662 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 226 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 2-6,1-7: 2x4 SPF-S Stud, 3-5,1-8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 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 4-5, 2-6, 3-5 REACTIONS.(lb/size) 5=7542/0-3-8, 8=5979/0-3-8 Max Horz 8=344(LC 5) Max Uplift5=-64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5368/0, 2-3=-2041/0, 1-8=-4366/0 BOT CHORD 8-9=-273/944, 9-10=-273/944, 7-10=-273/944, 7-11=0/3715, 11-12=0/3715, 6-12=0/3715, 6-13=-13/1438, 5-13=-13/1438 WEBS 2-7=0/4800, 2-6=-3644/0, 3-6=0/6628, 3-5=-5694/53, 1-7=0/2814 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 0-5-0 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) 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1644 lb down at 1-6-12, 1644 lb down at 3-6-12, 1644 lb down at 5-6-12, 1873 lb down and 58 lb up at 7-6-12, 1873 lb down and 58 lb up at 9-6-12, and 1873 lb down and 58 lb up at 11-6-12, and 1881 lb down and 53 lb up at 13-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-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 Componentavailable 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. March 13,2018 Job B18800962 Truss TG01 Truss Type Piggyback Base Girder Qty 1 Ply 2 Wedgewood 28 Grey Oaks Job Reference (optional) I32692514 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:03 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-iBLzODvb7Eb3unn8FvvoKc1jQ5aNMKqgehyoYozbMPM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1881(F) 7=-1644(F) 9=-1644(F) 10=-1644(F) 11=-1873(F) 12=-1873(F) 13=-1873(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800962 Truss TG02 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692515 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:05 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-eaTjpuxrfrrm85xWMKyGP16?Au96qH1z5?RvchzbMPK Scale = 1:110.2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 4x7 5x8 4x6 5x9 4x6 8x12 5x6 3x8 M18SHS 4x5 2x4 4x5 4x8 2x4 4x4 5x5 3x4 4x5 4x8 3x5 7x6 3x8 M18SHS3x8 M18SHS 7-6-8 7-6-8 14-9-8 7-3-0 22-10-1 8-0-9 30-8-15 7-10-13 38-9-8 8-0-9 46-0-8 7-3-0 51-8-0 5-7-8 -1-2-8 1-2-8 7-6-8 7-6-8 14-9-8 7-3-0 22-10-1 8-0-9 30-8-15 7-10-13 38-9-8 8-0-9 46-0-8 7-3-0 51-8-0 5-7-8 0-10-1412-0-02-4-212-0-09.00 12 Plate Offsets (X,Y)-- [2:1-0-8,0-2-8], [2:0-4-0,Edge], [6:0-5-4,0-2-12], [10:0-7-0,0-2-12], [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-M) 0.85 0.99 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.28 -0.54 0.21 0.12 (loc) 20-22 20-22 14 22-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18SHS Weight: 346 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 1-5: 2x6 SP 2400F 2.0E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 2-21: 2x4 SP 2400F 2.0E, 14-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,12-15,13-14: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-10 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 6-20, 7-20, 9-20, 9-18, 10-18 REACTIONS.(lb/size) 2=3360/0-3-8, 14=2665/Mechanical Max Horz 2=299(LC 4) Max Uplift2=-142(LC 4), 14=-52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2597/76, 3-28=-4794/276, 4-28=-4479/268, 4-5=-4091/287, 5-29=-3605/241, 6-29=-3533/271, 6-7=-3252/266, 7-8=-3252/266, 8-9=-3252/266, 9-10=-3103/239, 10-11=-2937/209, 11-12=-3069/161, 12-13=-2876/114, 13-14=-2621/78 BOT CHORD 2-30=-430/3692, 23-30=-430/3692, 23-31=-430/3692, 22-31=-430/3692, 21-22=-314/2884, 21-32=-314/2884, 20-32=-314/2884, 19-20=-259/3103, 18-19=-259/3103, 18-33=-113/2342, 17-33=-113/2342, 16-17=-1/2237, 16-34=-1/2237, 15-34=-1/2237 WEBS 4-22=-1072/236, 6-22=-57/1029, 6-20=-199/760, 7-20=-476/207, 9-20=-110/340, 9-18=-795/305, 10-18=-256/1422, 10-17=-11/273, 12-17=-168/286, 12-15=-600/90, 13-15=-22/2345 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) 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 2=142. 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. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. March 13,2018 Job B18800962 Truss TG02 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692515 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:05 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-eaTjpuxrfrrm85xWMKyGP16?Au96qH1z5?RvchzbMPK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-28=-60, 28-29=-310, 6-29=-60, 6-10=-60, 10-13=-60, 24-30=-20, 30-31=-60, 22-31=-20, 22-32=-60, 19-32=-20, 18-19=-60, 18-33=-20, 17-33=-60, 17-34=-20, 15-34=-60, 14-15=-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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800962 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 28 Grey Oaks Job Reference (optional) I32692516 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-6m150EyTQ9zdmEWjw1TVyFfEyIgIZfQ6KfAS87zbMPJ Scale = 1:84.9 1 2 3 4 5 10 9 8 7 611 12 13 14 15 16 17 18 4x8 4x8 4x8 3x8 3x8 10x10 4x10 12x12 4x10 12x12 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 1-5-910-9-01-5-914.00 12 Plate Offsets (X,Y)-- [1:0-3-8,0-1-8], [3:Edge,0-2-0], [5:0-3-8,0-1-8], [7:0-3-8,0-6-0], [9:0-3-8,0-6-0] 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) 0.59 0.29 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.13 0.01 0.03 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 363 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 3-8,1-10,5-6: 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) 10=6739/0-3-8, 6=11870/0-3-8 Max Horz 10=-259(LC 3) Max Uplift10=-265(LC 6), 6=-330(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6145/249, 2-3=-5623/306, 3-4=-5620/306, 4-5=-8233/279, 1-10=-5723/208, 5-6=-7619/235 BOT CHORD 10-11=-268/346, 11-12=-268/346, 9-12=-268/346, 9-13=-219/3929, 13-14=-219/3929, 8-14=-219/3929, 8-15=-125/5285, 15-16=-125/5285, 7-16=-125/5285, 7-17=-37/596, 17-18=-37/596, 6-18=-37/596 WEBS 3-8=-376/8176, 4-8=-3003/234, 4-7=-103/4283, 2-8=-560/199, 2-9=-50/657, 1-9=-100/3720, 5-7=-121/4867 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 - 4 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=265, 6=330. 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) 718 lb down and 57 lb up at 0-6-12, 712 lb down and 61 lb up at 2-6-12, 649 lb down and 28 lb up at 4-6-12, 2496 lb down and 61 lb up at 6-6-12, 2496 lb down and 61 lb up at 8-6-12, 2496 lb down and 61 lb up at 10-6-12, 2496 lb down and 61 lb up at 12-6-12, and 2645 lb down and 75 lb up at 13-6-4, and 2652 lb down and 70 lb up at 15-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable 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. March 13,2018 Job B18800962 Truss TG03 Truss Type COMMON GIRDER Qty 1 Ply 3 Wedgewood 28 Grey Oaks Job Reference (optional) I32692516 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:06 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-6m150EyTQ9zdmEWjw1TVyFfEyIgIZfQ6KfAS87zbMPJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 6=-2652(B) 11=-718(F) 12=-712(F) 13=-649(B) 14=-2496(B) 15=-2496(B) 16=-2496(B) 17=-2496(B) 18=-2645(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800962 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 28 Grey Oaks Job Reference (optional) I32692517 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:06 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-6m150EyTQ9zdmEWjw1TVyFfHQIgCZkv6KfAS87zbMPJ Scale: 1/8"=1' 1 2 3 4 5 6 13 12 11 10 9 8 714151617181920 21 22 23 24 4x6 8x8 4x6 4x6 3x4 4x6 3x6 3x6 3x6 3x8 3x6 3x6 3x4 4-4-14 4-4-14 8-6-5 4-1-6 13-0-11 4-6-7 17-2-2 4-1-6 21-7-0 4-4-14 4-4-14 4-4-14 8-6-5 4-1-6 13-0-11 4-6-7 17-2-2 4-1-6 21-7-0 4-4-14 2-6-1112-6-02-6-1112-6-014.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-3-2,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.43 0.29 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.08 0.01 0.01 (loc) 9-10 9-10 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 343 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 2-10,3-10,3-9,4-9,5-9: 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.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 REACTIONS.(lb/size) 13=3491/0-3-8, 7=3609/0-3-8 Max Horz 13=-316(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2845/0, 2-3=-2496/0, 3-4=-1586/0, 4-5=-2516/0, 5-6=-2851/0, 1-13=-3132/0, 6-7=-3137/0 BOT CHORD 13-14=-290/314, 14-15=-290/314, 12-15=-290/314, 11-12=0/1793, 11-16=0/1793, 16-17=0/1793, 10-17=0/1793, 10-18=0/1571, 18-19=0/1571, 19-20=0/1571, 9-20=0/1571, 9-21=0/1796, 21-22=0/1796, 8-22=0/1796 WEBS 2-12=0/466, 2-10=-489/71, 3-10=0/1544, 4-9=0/1585, 5-9=-467/217, 5-8=-49/439, 1-12=0/1960, 6-8=0/1959 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 607 lb down at 2-0-12, 607 lb down at 4-0-12, 431 lb down at 6-0-12, 504 lb down at 8-0-12, 469 lb down at 10-0-12, 502 lb down at 12-0-12, 509 lb down at 14-0-12, 509 lb down at 16-0-12, and 573 lb down and 12 lb up at 18-0-12, and 573 lb down and 12 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 10-13=-20, 10-19=-60, 7-19=-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 Componentavailable 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. March 13,2018 Job B18800962 Truss TG04 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 28 Grey Oaks Job Reference (optional) I32692517 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:06 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-6m150EyTQ9zdmEWjw1TVyFfHQIgCZkv6KfAS87zbMPJ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 14=-607(B) 15=-607(B) 16=-431(B) 17=-504(B) 18=-469(B) 20=-502(B) 21=-509(B) 22=-509(B) 23=-573(F) 24=-573(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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800962 Truss TG05 Truss Type Common Girder Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692518 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-288sRwzjxmDL?Yg51SVz1gkeS6NN1dQPnzfZD0zbMPH Scale = 1:107.2 1 2 3 4 5 6 7 10 9 837 38 3940 41 42 43 44 45 46 4x6 3x8 3x4 2x4 3x4 2x4 3x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-11-8 7-11-8 15-11-0 7-11-8 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 12-11-0 4-11-8 15-11-0 3-0-0 17-1-8 1-2-8 2-6-1111-10-12-6-1114.00 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 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.33 0.25 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.04 -0.05 0.01 0.09 (loc) 8-9 8-9 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SPF-S Stud *Except* 4-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 11-12,24-26: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS.(lb/size) 10=661/0-3-8, 8=665/0-3-8 Max Horz 10=-306(LC 3) Max Uplift10=-740(LC 6), 8=-757(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-579/463, 4-5=-579/463 BOT CHORD 10-37=-320/328, 37-38=-320/328, 38-39=-320/328, 39-40=-320/328, 40-41=-320/328, 9-41=-320/328, 9-42=-154/306, 42-43=-154/306, 43-44=-154/306, 44-45=-154/306, 45-46=-154/306, 8-46=-154/306 WEBS 4-9=-573/405, 3-10=-663/249, 5-8=-661/239 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=740, 8=757. 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) 20 lb down and 474 lb up at 0-7-2, 18 lb down and 181 lb up at 2-8-12, 37 lb down and 91 lb up at 4-4-12, 55 lb down and 80 lb up at 6-4-12, 55 lb down and 80 lb up at 8-4-12, 55 lb down and 80 lb up at 10-4-12, 37 lb down and 91 lb up at 11-6-4, and 18 lb down and 181 lb up at 13-6-4, and 20 lb down and 474 lb up at 15-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 10-38=-20, 38-40=-60, 40-44=-20, 44-45=-60, 8-45=-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 Componentavailable 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. March 13,2018 Job B18800962 Truss TG05 Truss Type Common Girder Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692518 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:08 2018 Page 2 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-288sRwzjxmDL?Yg51SVz1gkeS6NN1dQPnzfZD0zbMPH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 37=182 39=63 40=-37 41=-55 42=-55 43=-55 44=-37 45=63 46=182 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 Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job B18800962 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692519 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-288sRwzjxmDL?Yg51SVz1gkg56OC1jAPnzfZD0zbMPH Scale = 1:58.5 1 2 3 4 7 6 58 92x4 4x6 2x4 2x4 2x4 2x4 2x4 9-3-8 9-3-8 5-11-8 5-11-8 9-3-8 3-4-0 0-0-46-11-73-0-1214.00 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) 0.23 0.13 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 9-3-5. (lb) - Max Horz 1=191(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 6 except 1=-154(LC 4), 5=-106(LC 7), 7=-188(LC 6) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=406(LC 1), 7=329(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/218 WEBS 2-7=-234/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical 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) 6 except (jt=lb) 1=154 , 5=106, 7=188. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692520 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:08 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-288sRwzjxmDL?Yg51SVz1gkeo6Le1kmPnzfZD0zbMPH Scale = 1:46.6 1 2 3 5 43x4 4x6 2x4 2x4 2x4 8-0-1 8-0-1 4-8-1 4-8-1 8-0-1 3-4-0 0-0-45-5-71-6-1214.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [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) 0.37 0.36 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=176/7-11-14, 4=130/7-11-14, 5=297/7-11-14 Max Horz 1=138(LC 5) Max Uplift1=-78(LC 7), 4=-92(LC 7), 5=-76(LC 5) Max Grav 1=176(LC 1), 4=145(LC 11), 5=297(LC 1) 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, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692521 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-XLiEfG_Mi4LCdiFHb90CatHsWVjumDMZ0dP6lSzbMPG Scale = 1:34.1 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 6-8-10 6-8-7 3-4-10 3-4-10 6-8-10 3-4-0 0-0-43-11-70-0-414.00 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) 0.18 0.23 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=142/6-8-14, 3=142/6-8-14, 4=206/6-8-14 Max Horz 1=-87(LC 4) Max Uplift1=-19(LC 7), 3=-14(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 Componentavailable 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. March 13,2018 Job B18800962 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692522 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-XLiEfG_Mi4LCdiFHb90CatHtPVlHmDlZ0dP6lSzbMPG Scale = 1:18.1 1 2 3 4 2x4 4x6 2x4 2x4 4-2-3 4-2-3 4-2-7 0-0-3 2-1-3 2-1-3 4-2-7 2-1-3 0-0-42-5-70-0-414.00 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) 0.13 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=89/4-2-0, 3=89/4-2-0, 4=108/4-2-0 Max Horz 1=-51(LC 4) Max Uplift1=-17(LC 7), 3=-14(LC 6) Max Grav 1=89(LC 1), 3=89(LC 1), 4=110(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 Componentavailable 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. March 13,2018 Job B18800962 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692523 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:09 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-XLiEfG_Mi4LCdiFHb90CatHuBVm6mD0Z0dP6lSzbMPG Scale = 1:9.1 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 1-7-9 1-7-6 0-9-12 0-9-12 1-7-9 0-9-12 0-0-40-11-70-0-414.00 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) 0.01 0.03 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: 3 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=40/1-7-2, 3=40/1-7-2 Max Horz 1=-14(LC 4) Max Uplift1=-2(LC 7), 3=-2(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 Componentavailable 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. March 13,2018 Job B18800962 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692524 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-?XGcsc?_TOT3EspU9tXR65p?9v4PVfNiFH8gIuzbMPF Scale = 1:40.2 1 2 3 4 7 6 53x4 5x6 5x6 2x4 2x4 2x4 2x4 8-3-2 8-3-2 4-5-13 4-5-13 6-5-6 1-11-9 8-3-2 1-9-11 0-0-45-0-155-2-133-1-75-0-1514.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [2:0-3-9,0-2-8], [3:0-3-9,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2003/TPI2002 CSI. TC BC WB (Matrix) 0.32 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-2-14. (lb) - Max Horz 1=149(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-116(LC 5) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 7=318(LC 10) 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) 1, 5 except (jt=lb) 7=116. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692525 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:10 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-?XGcsc?_TOT3EspU9tXR65pzkv1sVemiFH8gIuzbMPF Scale = 1:48.7 1 2 3 5 43x6 4x6 2x4 2x4 2x4 7-8-4 7-8-4 4-10-12 4-10-12 7-8-4 2-9-8 0-0-45-8-92-5-714.00 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) 0.41 0.38 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=166/7-8-1, 4=76/7-8-1, 5=336/7-8-1 Max Horz 1=155(LC 5) Max Uplift1=-57(LC 4), 4=-78(LC 7), 5=-92(LC 5) Max Grav 1=166(LC 1), 4=96(LC 11), 5=336(LC 1) 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, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692526 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-Tjq_3y?cEhbws0Ogja2gfIMAxJNME6srTxuDqLzbMPE Scale = 1:43.4 1 2 3 5 43x4 4x6 2x4 2x4 2x4 7-1-6 7-1-6 4-3-14 4-3-14 7-1-6 2-9-8 0-0-45-0-91-9-714.00 12 Plate Offsets (X,Y)-- [1:0-0-15,0-1-8], [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) 0.32 0.30 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=153/7-1-3, 4=95/7-1-3, 5=285/7-1-3 Max Horz 1=131(LC 5) Max Uplift1=-59(LC 7), 4=-75(LC 7), 5=-71(LC 5) Max Grav 1=153(LC 1), 4=109(LC 11), 5=285(LC 1) 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, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692527 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-Tjq_3y?cEhbws0Ogja2gfIMBEJOME7arTxuDqLzbMPE Scale = 1:37.5 1 2 3 5 43x4 4x6 2x4 2x4 2x4 6-6-9 6-6-9 3-9-1 3-9-1 6-6-9 2-9-8 0-0-44-4-91-1-714.00 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) 0.23 0.23 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=147/6-6-5, 4=118/6-6-5, 5=221/6-6-5 Max Horz 1=108(LC 5) Max Uplift1=-61(LC 7), 4=-68(LC 7), 5=-47(LC 5) Max Grav 1=147(LC 1), 4=126(LC 11), 5=221(LC 1) 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, 4, 5. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692528 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:11 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-Tjq_3y?cEhbws0Ogja2gfIMAuJOxE7zrTxuDqLzbMPE Scale: 3/8"=1' 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 5-11-11 5-11-7 3-2-3 3-2-3 5-11-11 2-9-8 0-0-43-8-90-5-1014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14], [3:0-2-10,0-1-0] 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) 0.32 0.19 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: 18 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=142/5-11-5, 3=139/5-11-5, 4=170/5-11-5 Max Horz 1=-81(LC 4) Max Uplift1=-27(LC 7), 3=-23(LC 6) Max Grav 1=142(LC 1), 3=139(LC 1), 4=174(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 Componentavailable 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. March 13,2018 Job B18800962 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692529 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-xwOMHI0E??jnUAzsGIavCWvN2jmczaR?ibdnMnzbMPD Scale = 1:19.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 4-8-11 4-8-8 2-4-6 2-4-6 4-8-11 2-4-6 0-0-42-9-10-0-414.00 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) 0.16 0.10 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: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=102/4-8-4, 3=102/4-8-4, 4=124/4-8-4 Max Horz 1=-58(LC 4) Max Uplift1=-19(LC 7), 3=-16(LC 6) Max Grav 1=102(LC 1), 3=102(LC 1), 4=127(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 Componentavailable 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. March 13,2018 Job B18800962 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692530 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:12 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-xwOMHI0E??jnUAzsGIavCWvPCjnIzal?ibdnMnzbMPD Scale = 1:10.9 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-1-14 2-1-10 1-0-15 1-0-15 2-1-14 1-0-15 0-0-41-3-10-0-414.00 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) 0.03 0.06 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: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=61/2-1-7, 3=61/2-1-7 Max Horz 1=-22(LC 4) Max Uplift1=-2(LC 7), 3=-2(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 Componentavailable 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. March 13,2018 Job B18800962 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692531 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-P6ylUd1smJse5JY3q?58kjRRd72Li068xFNKuDzbMPC Scale = 1:51.7 1 2 3 5 462x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 0-0-47-0-014.00 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) 0.62 0.33 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=-16/5-11-12, 4=181/5-11-12, 5=366/5-11-12 Max Horz 1=194(LC 5) Max Uplift1=-101(LC 4), 4=-74(LC 5), 5=-192(LC 6) Max Grav 1=178(LC 5), 4=181(LC 1), 5=366(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-237/309 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 1=101 , 5=192. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692532 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-P6ylUd1smJse5JY3q?58kjRQR71ki1?8xFNKuDzbMPC Scale = 1:36.7 1 2 32x4 2x4 2x4 4-8-9 4-8-9 0-0-45-6-014.00 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) 0.70 0.43 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: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=170/4-8-6, 3=170/4-8-6 Max Horz 1=149(LC 5) Max Uplift1=-7(LC 4), 3=-73(LC 5) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692533 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:13 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-P6ylUd1smJse5JY3q?58kjRV274Bi1?8xFNKuDzbMPC Scale = 1:27.8 1 2 3 2x4 2x4 2x4 3-5-2 3-5-2 0-0-44-0-014.00 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) 0.34 0.21 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: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=119/3-4-15, 3=119/3-4-15 Max Horz 1=104(LC 5) Max Uplift1=-5(LC 4), 3=-51(LC 5) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692534 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-tIV7iz2UXc_VjT7FOicNHx_kPWSeRUFI9v6tRfzbMPB Scale = 1:18.7 1 2 3 2x4 2x4 2x4 2-1-11 2-1-11 0-0-42-6-014.00 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) 0.11 0.07 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 CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=67/2-1-8, 3=67/2-1-8 Max Horz 1=59(LC 5) Max Uplift1=-3(LC 4), 3=-29(LC 5) 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692535 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:14 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-tIV7iz2UXc_VjT7FOicNHx_gnWRkRS8I9v6tRfzbMPB Scale = 1:104.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 4x6 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 0-0-4 0-0-4 25-4-5 25-4-1 12-8-2 12-8-2 25-4-5 12-8-2 0-0-412-8-20-0-412.00 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) 0.34 0.19 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 2-15,8-10: 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. WEBS 1 Row at midpt 5-12, 4-14, 6-11 REACTIONS.All bearings 25-3-13. (lb) - Max Horz 1=-287(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 14=-155(LC 6), 15=-177(LC 6), 11=-155(LC 7), 10=-177(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=388(LC 1), 14=494(LC 10), 15=455(LC 1), 11=494(LC 11), 10=455(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/160 WEBS 2-15=-273/223, 8-10=-273/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 14=155, 15=177, 11=155, 10=177. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692536 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-LV3VvJ26Iw6MLdiRyQ7cp8Xu6wnLAtmROZsRz6zbMPA Scale = 1:92.3 1 2 3 4 5 6 7 13 12 11 10 9 81415 3x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 22-4-5 22-4-1 11-2-2 11-2-2 22-4-5 11-2-2 0-0-411-2-20-0-412.00 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 0.16 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 4-10: 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 4-10 REACTIONS.All bearings 22-3-13. (lb) - Max Horz 1=-252(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 12=-166(LC 6), 13=-140(LC 6), 9=-165(LC 7), 8=-140(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=378(LC 1), 12=509(LC 10), 13=342(LC 1), 9=509(LC 11), 8=342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/144 WEBS 3-12=-264/215, 5-9=-264/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 12=166, 13=140, 9=165, 8=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. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692537 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:15 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-LV3VvJ26Iw6MLdiRyQ7cp8Xu2wnzAvXROZsRz6zbMPA Scale = 1:75.6 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-4-1 19-4-1 19-4-5 0-0-4 9-8-2 9-8-2 19-4-5 9-8-2 0-0-49-8-20-0-412.00 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 0.19 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 4-10: 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 4-10 REACTIONS.All bearings 19-3-13. (lb) - Max Horz 1=217(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-168(LC 6), 13=-122(LC 6), 9=-169(LC 7), 8=-121(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 13, 8 except 10=398(LC 1), 11=429(LC 10), 9=428(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-267/218, 5-9=-267/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=168, 13=122, 9=169, 8=121. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "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 Componentavailable 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. March 13,2018 Job B18800962 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692538 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-qhdt7f3l3EEDynHeV7erMM32cK4yvMsadDb_VYzbMP9 Scale: 3/16"=1' 1 2 3 4 5 9 8 7 63x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 16-4-1 16-4-1 16-4-5 0-0-4 8-2-2 8-2-2 16-4-5 8-2-2 0-0-48-2-20-0-412.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-0-4] 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) 0.19 0.33 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-3-13. (lb) - Max Horz 1=-182(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-179(LC 6), 6=-179(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=372(LC 1), 9=446(LC 10), 6=447(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-276/223, 4-6=-277/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=179 , 6=179. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V21 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692539 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-qhdt7f3l3EEDynHeV7erMM32OK7evNnadDb_VYzbMP9 Scale = 1:53.0 1 2 3 4 5 8 7 69 103x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 13-4-0 13-4-0 13-4-4 0-0-4 6-8-2 6-8-2 13-4-4 6-8-2 0-0-46-8-20-0-412.00 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) 0.21 0.16 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-3-12. (lb) - Max Horz 1=-147(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-150(LC 6), 6=-150(LC 7) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=366(LC 1), 8=335(LC 10), 6=335(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=150, 6=150. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V22 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692540 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:16 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-qhdt7f3l3EEDynHeV7erMM3?gK5dvNzadDb_VYzbMP9 Scale = 1:41.7 1 2 3 43x6 4x6 3x6 2x4 0-0-4 0-0-4 10-4-4 10-4-0 5-2-2 5-2-2 10-4-4 5-2-2 0-0-45-2-20-0-412.00 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) 0.44 0.29 0.11 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: 30 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=216/10-3-12, 3=216/10-3-12, 4=341/10-3-12 Max Horz 1=112(LC 5) Max Uplift1=-22(LC 7), 3=-22(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V23 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692541 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-ItBFK?4NqXM3axsq3r94uZcDzkQ9erGkstLX1_zbMP8 Scale = 1:31.5 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 7-4-4 7-4-0 3-8-2 3-8-2 7-4-4 3-8-2 0-0-43-8-20-0-412.00 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) 0.22 0.27 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=148/7-3-12, 3=148/7-3-12, 4=237/7-3-12 Max Horz 1=-77(LC 4) Max Uplift1=-18(LC 7), 3=-18(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V24 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692542 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:17 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-ItBFK?4NqXM3axsq3r94uZcEKkT5erikstLX1_zbMP8 Scale = 1:16.4 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-4-4 4-4-0 2-2-2 2-2-2 4-4-4 2-2-2 0-0-42-2-20-0-412.00 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 0.08 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=87/4-3-12, 3=87/4-3-12, 4=118/4-3-12 Max Horz 1=-42(LC 4) Max Uplift1=-15(LC 7), 3=-15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 Componentavailable 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. March 13,2018 Job B18800962 Truss V25 Truss Type Valley Qty 1 Ply 1 Wedgewood 28 Grey Oaks Job Reference (optional) I32692543 7.640 s Aug 16 2017 MiTek Industries, Inc. Tue Mar 13 11:39:18 2018 Page 1 PROBUILD, MOORESVILLE, IN 46158 ID:VGbRNsKYUaKgWF6SQrnCmhzbQ7R-m4leXL5?brUwC5R0dYgJRn8RI8q7NIEt4X45aRzbMP7 Scale = 1:11.3 1 2 3 2x4 2x4 2x4 1-8-13 1-8-13 0-0-41-3-109.00 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) 0.05 0.03 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: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=46/1-8-8, 3=46/1-8-8 Max Horz 1=26(LC 5) Max Uplift3=-9(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 and right 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 Componentavailable 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. March 13,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 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"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.