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HomeMy WebLinkAbout225JGB - Trusses16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild (CarterLee Bldg Components). May 8,2020 Liu, Xuegang Pages or sheets covered by this seal: I41248502 thru I41248545 My license renewal date for the state of Indiana is July 31, 2020. B20001267 Wedgewood 225 Bridgemont IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE01 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248502 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-VVq_xJp7FwcWar9zTATEvyxkH0ox6sp6mUQgl5zIZvi Scale = 1:68.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2x4 3x4 4x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-11-023-11-0 -1-2-8 1-2-8 11-11-8 11-11-8 23-11-0 11-11-8 25-1-8 1-2-8 1-0-09-11-101-0-09.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0], [15:0-3-0,0-3-0], [34:0-3-0,0-3-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.10 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) 21 21 22 21 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 157 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* 11-31,10-32,12-30: 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 11-31, 10-32, 12-30 REACTIONS.All bearings 23-11-0. (lb) - Max Horz 40=282(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 30, 29, 28, 27, 26, 25, 24 except 40=-169(LC 6), 22=-114(LC 7), 39=-169(LC 10), 23=-150(LC 11) Max Grav All reactions 250 lb or less at joint(s) 22, 32, 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23 except 40=258(LC 18), 31=271(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-133/261, 9-10=-164/316, 10-11=-177/338, 11-12=-177/338, 12-13=-164/316, 13-14=-134/261 WEBS 11-31=-326/132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-11-8, Exterior(2N) 3-11-8 to 6-5-12, Corner(3R) 6-5-12 to 17-5-4, Exterior(2N) 17-5-4 to 19-9-14, Corner(3E) 19-9-14 to 25-1-8 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) 32, 33, 34, 35, 36, 37, 38, 30, 29, 28, 27, 26, 25, 24 except (jt=lb) 40=169, 22=114, 39=169, 23=150. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE02 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248503 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-NG3VngseJ86y3SSki0YA3o5Jxd2x2a4hh5OuutzIZve Scale = 1:81.2 1 2 3 4 567 8 9 10 24 23 22 21 20 19 18 17 16 15 14 13 12 11 57 58 59 60 3x6 5x8 5x6 3x4 3x6 3x4 6x16 10x10 3x6 3x4 3x8 3x4 5x8 3x4 6x8 3x4 3x4 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 21-11-8 0-4-0 24-3-0 2-3-8 30-5-12 6-2-12 36-11-0 6-5-4 -1-2-8 1-2-8 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 24-3-0 2-7-8 30-5-12 6-2-12 36-11-0 6-5-4 38-1-8 1-2-8 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [5:0-6-0,0-2-0], [7:0-4-4,0-2-0], [8:0-4-0,0-3-4], [11:0-1-12,0-0-0], [11:Edge,0-8-4], [42:0-1-4,0-0-8], [44:0-1-4,0-0-8], [46:0-1-4,0-0-8], [48:0-1-4,0-0-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.54 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.01 0.02 (loc) 21-23 23-24 11 21-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 300 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-21,5-19,7-19: 2x4 SPF No.2, 2-24,9-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 27-29,36-38,39-40: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-19 WEBS 1 Row at midpt 3-21, 5-19, 7-19, 7-17, 8-17 REACTIONS.All bearings 15-3-0 except (jt=length) 24=0-3-8. (lb) - Max Horz 24=-316(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 11, 12 except 24=-124(LC 10), 19=-192(LC 7), 17=-113(LC 11), 13=-187(LC 16) Max Grav All reactions 250 lb or less at joint(s) 18, 16, 15, 14 except 24=943(LC 17), 19=1330(LC 2), 19=1278(LC 1), 11=345(LC 18), 17=279(LC 18), 12=511(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-963/146, 3-5=-465/210, 5-6=-1/253, 6-7=0/256, 7-8=-50/293, 2-24=-831/174, 9-11=-286/120 BOT CHORD 23-24=-340/553, 21-23=-169/871, 6-19=-364/184 WEBS 3-23=0/328, 3-21=-664/274, 5-21=-94/617, 19-21=-103/352, 5-19=-877/170, 2-23=0/444 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-2-1, Exterior(2R) 7-2-1 to 31-8-15, Interior(1) 31-8-15 to 32-9-14, Exterior(2E) 32-9-14 to 38-1-8 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 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) 11, 12 except (jt=lb) 24=124, 19=192, 17=113, 13=187. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE03 Truss Type GABLE l Gable l Gable COMMON l l Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248504 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-kEtOqOwn8hkE9ELhUZ7Lmrp9VenwjuERqN5fZ4zIZvZ Scale = 1:82.2 1 2 3 4 567 8 9 10 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 65 66 67 5x6 6x8 5x8 3x6 3x4 5x8 10x10 3x6 3x4 3x8 3x4 3x6 3x4 6x8 3x4 3x4 4x6 4x6 5x6 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 21-11-8 0-4-0 24-3-0 2-3-8 31-0-0 6-9-0 36-11-0 5-11-0 -1-2-8 1-2-8 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 24-3-0 2-7-8 31-0-0 6-9-0 36-11-0 5-11-0 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-2-8,0-3-4], [4:0-0-0,0-1-12], [5:0-4-8,0-1-12], [7:0-6-0,0-2-0], [11:Edge,0-8-4], [11:0-1-12,0-0-0], [14:0-2-12,0-2-4], [22:0-3-0,0-3-0], [31:0-0-15,0-1-8], [34:0-0-15,0-1-8], [41:0-1-4,0-0-8], [43:0-1-4,0-0-8], [45:0-1-4,0-0-8], [47:0-1-4,0-0-8], [49:0-1-4,0-0-8], [50:0-2-3,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.42 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.01 0.02 (loc) 24-25 24-25 11 12-13 l/defl >999 >705 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 321 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-18,5-14,7-14: 2x4 SPF No.2, 2-25,10-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 29-30,38-40,41-42: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-14 WEBS 1 Row at midpt 3-18, 5-18, 5-14, 7-14, 9-13 REACTIONS.All bearings 21-7-8 except (jt=length) 14=0-3-8, 11=0-3-8. (lb) - Max Horz 25=319(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 25, 11, 24, 16 except 14=-129(LC 11), 18=-122(LC 10), 23=-204(LC 3) Max Grav All reactions 250 lb or less at joint(s) 15, 15, 16, 17, 19, 20, 21 except 25=430(LC 23), 14=1113(LC 1), 11=607(LC 18), 24=678(LC 17), 18=425(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-278/91, 9-10=-650/106, 2-25=-366/116, 10-11=-522/107 BOT CHORD 24-25=-351/505, 6-14=-361/185, 12-13=-5/431 WEBS 3-24=-300/147, 7-14=-745/128, 7-13=-68/532, 9-13=-580/242, 9-12=0/254, 2-24=-281/249, 10-12=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-2-1, Exterior(2R) 7-2-1 to 31-5-10, Exterior(2E) 31-5-10 to 36-9-4 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) n/a 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 11, 24, 16 except (jt=lb) 14=129, 18=122, 23=204. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE03 Truss Type GABLE l Gable l Gable COMMON l l Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248504 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:30 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-kEtOqOwn8hkE9ELhUZ7Lmrp9VenwjuERqN5fZ4zIZvZ NOTES- 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE04 Truss Type GABLE Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248505 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-CQRm2jxPv_t5nNwu2GfaJ3LMS134SIGa31rC5WzIZvY Scale = 1:67.3 1 2 3 4 5 8 7 6 21 22 23 24 25 2x4 3x4 3x4 2x4 3x8 3x6 5x8 3x6 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-6-128-6-12 15-3-06-8-4 -1-2-8 1-2-8 3-6-0 3-6-0 10-4-8 6-10-8 15-3-0 4-10-8 2-10-1410-8-47-0-69.00 12 Plate Offsets (X,Y)-- [4:0-0-10,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.56 0.69 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.29 0.01 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >628 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 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* 3-7,3-8: 2x3 SPF No.2, 2-8,5-6: 2x4 SPF-S Stud OTHERS 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. WEBS 1 Row at midpt 4-6 REACTIONS. (size) 8=0-3-8, 6=0-3-8 Max Horz 8=258(LC 7) Max Uplift 8=-48(LC 10), 6=-138(LC 10) Max Grav 8=762(LC 17), 6=748(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-494/136 BOT CHORD 7-8=-248/461, 6-7=-58/269 WEBS 3-7=-167/251, 4-7=-71/484, 3-8=-590/55, 4-6=-630/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-0-14, Exterior(2R) 5-0-14 to 10-4-8, Exterior(2E) 10-4-8 to 15-1-4 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 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) 8 except (jt=lb) 6=138. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE05 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248506 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-gd?8F3y1gI?yOXV4c_AprGuRdRWIBoMjIhaldzzIZvX Scale = 1:68.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 3x6 3x6 4x6 3x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 13-5-813-5-8 -1-2-8 1-2-8 10-4-8 10-4-8 13-5-8 3-1-0 2-10-1410-8-48-4-89.00 12 Plate Offsets (X,Y)-- [13:Edge,0-3-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.24 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 13 1-2 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 116 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* 10-15,9-16,8-17,11-14: 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, Except: 6-0-0 oc bracing: 22-23. WEBS 1 Row at midpt 12-13, 10-15, 9-16, 8-17, 11-14 REACTIONS.All bearings 13-5-8. (lb) - Max Horz 23=387(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 13, 16, 17, 18, 19, 20, 21, 14 except 23=-677(LC 8), 15=-159(LC 9), 22=-831(LC 7) Max Grav All reactions 250 lb or less at joint(s) 13, 15, 16, 17, 18, 19, 20, 21, 14 except 23=1008(LC 7), 22=669(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-960/644, 2-3=-281/193, 3-4=-293/215, 4-5=-262/192, 5-6=-250/189, 8-9=-212/297, 9-10=-216/332, 10-11=-211/321, 11-12=-242/322, 12-13=-224/291 BOT CHORD 22-23=-360/247 WEBS 10-15=-282/161, 2-22=-652/869 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 5-0-8, Corner(3R) 5-0-8 to 10-4-8, Corner(3E) 10-4-8 to 13-3-12 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) 13, 16, 17, 18, 19, 20, 21, 14 except (jt=lb) 23=677, 15=159, 22=831. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE06 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248507 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-8pYWTPzfQc7p0h3GAhh2OURl9ruIwKftWLKJAPzIZvW Scale = 1:18.2 1 2 3 4 76 5 3x4 3x4 3x4 2x4 2x4 2x4 -1-2-8 1-2-8 2-0-0 2-0-0 2-4-33-0-34.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.36 0.13 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 1 2 5 l/defl n/r n/r n/a L/d 120 120 n/a 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 OTHERS 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 6-0-0 oc bracing. REACTIONS. (size) 7=2-0-0, 5=2-0-0, 6=2-0-0 Max Horz 7=113(LC 7) Max Uplift 7=-119(LC 6), 5=-59(LC 7), 6=-104(LC 7) Max Grav 7=220(LC 18), 5=30(LC 1), 6=53(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-166/265 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=119, 6=104. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE07 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248508 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-5BgHu5_vyDNXF?DfH6jWTvW?ufXtOBIA_fpQEHzIZvU Scale = 1:75.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930 57 56 55 54 53 52 51 50 49 48 47 46 45 4443 42 41 40 39 38 37 36 35 34 33 32 31 5x6 3x12 3x6 4x6 4x6 3x6 3x8 5x6 3x6 31-11-031-11-0 -1-2-8 1-2-8 12-6-13 12-6-13 19-4-3 6-9-5 31-11-0 12-6-13 33-1-8 1-2-8 2-6-1412-0-02-6-1412-0-09.00 12 Plate Offsets (X,Y)-- [8:0-2-3,Edge], [13:0-4-0,0-2-0], [18:0-4-0,0-2-0], [23:0-2-3,Edge], [31:Edge,0-3-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.73 0.31 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.00 (loc) 30 30 31 29 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 291 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* 18-41,17-42,16-43,15-45,14-46,13-47,12-48,11-49,10-50,19-40,20-39 ,21-38: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 13-18. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 18-41, 17-42, 16-43, 15-45, 14-46, 13-47, 12-48, 11-49, 10-50, 19-40, 20-39, 21-38 REACTIONS.All bearings 31-11-0. (lb) - Max Horz 57=-352(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 40, 39, 38, 37, 36, 35, 34, 33 except 57=-717(LC 6), 31=-682(LC 7), 56=-653(LC 7), 32=-622(LC 6) Max Grav All reactions 250 lb or less at joint(s) 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 40, 39, 38, 37, 36, 35, 34, 33 except 57=759(LC 9), 31=721(LC 8), 56=718(LC 8), 32=686(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-57=-371/356, 2-3=-322/327, 6-7=-131/285, 7-9=-159/333, 9-10=-185/378, 10-11=-213/427, 11-12=-244/481, 12-13=-256/502, 13-14=-218/432, 14-15=-217/432, 15-16=-217/432, 16-17=-217/432, 17-18=-218/432, 18-19=-257/503, 19-20=-244/481, 20-21=-213/427, 21-22=-185/378, 22-24=-159/333, 24-25=-131/285, 28-29=-304/310, 29-31=-354/338 WEBS 3-56=-264/255, 28-32=-251/243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 7-3-4, Corner(3R) 7-3-4 to 24-6-7, Exterior(2N) 24-6-7 to 27-9-14, Corner(3E) 27-9-14 to 33-1-8 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. Continued on page 2 May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE07 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248508 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-5BgHu5_vyDNXF?DfH6jWTvW?ufXtOBIA_fpQEHzIZvU NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 41, 42, 43, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 40, 39, 38, 37, 36, 35, 34, 33 except (jt=lb) 57=717, 31=682, 56=653, 32=622. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE08 Truss Type GABLE COMMON Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248509 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-vL1Y883gY37g_whpeNqwjAm2g3V7orb2MbGkSxzIZvO Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 24 23 22 21 20 18 17 16 15 14 13 12 11 81 82 83 84 85 86 19 87 3x6 4x8 4x8 3x6 3x6 3x6 3x4 3x8 3x6 3x4 4x6 3x6 5x6 3x4 3x4 3x4 3x4 5-9-05-9-0 12-6-136-9-13 19-4-36-9-5 20-7-01-2-13 26-2-05-7-0 31-11-05-9-0 -1-2-8 1-2-8 5-9-0 5-9-0 12-6-13 6-9-13 19-4-3 6-9-5 26-2-0 6-9-13 31-11-0 5-9-0 33-1-8 1-2-8 2-6-1412-0-02-6-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-6-0,0-2-0], [6:0-6-0,0-2-0], [21:0-3-0,0-3-0], [23:0-2-8,0-1-8], [35:0-1-2,0-0-8], [38:0-1-2,0-0-8], [41:0-1-2,0-0-8], [44:0-1-2,0-0-8], [47:0-2-0,0-0-12], [51:0-1-3,0-1-4], [54:0-1-3,0-1-4], [66:0-1-2,0-0-8], [68:0-1-2,0-0-8], [70:0-1-2,0-0-8], [72:0-1-2,0-0-8], [78:0-1-3,0-1-4], [80:0-1-3,0-1-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.58 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.02 0.03 (loc) 20-22 20-22 11 20-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 351 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-22,5-20,6-20: 2x4 SPF No.2, 2-24,9-11: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 27-29,30-32,33-34,35-36,57-59,60-62,63-64,65-66: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 5-20, 6-20, 8-14 REACTIONS.All bearings 11-7-8 except (jt=length) 24=0-3-8, 19=0-3-8. (lb) - Max Horz 24=-352(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 11, 19 except 24=-128(LC 10), 14=-184(LC 11), 18=-257(LC 1) Max Grav All reactions 250 lb or less at joint(s) 18, 17, 16, 15, 13, 12 except 24=1197(LC 2), 14=1045(LC 2), 11=363(LC 24), 19=409(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1077/210, 3-5=-906/283, 5-6=-461/271, 6-8=-685/251, 2-24=-1116/212, 9-11=-341/89 BOT CHORD 23-24=-329/340, 22-23=-209/985, 20-22=-137/734 WEBS 3-22=-354/229, 5-22=-76/558, 5-20=-460/116, 8-20=-68/536, 8-14=-972/222, 2-23=-14/838 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-0-14, Exterior(2R) 5-0-14 to 26-10-2, Interior(1) 26-10-2 to 27-9-14, Exterior(2E) 27-9-14 to 33-1-8 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 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) 11, 19 except (jt=lb) 24=128, 14=184, 18=257. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248510 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-OYbwMU4IJNFXb4F?B4L9FNIK8TyAXMRCbF?H_NzIZvN Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 3231 30 29 28 27 26 25 24 23 22 21 20 38 39 2x4 3x6 4x6 3x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 20-7-020-7-0 -1-2-8 1-2-8 10-3-8 10-3-8 20-7-0 10-3-8 21-9-8 1-2-8 2-6-1410-3-82-6-149.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.08 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.01 (loc) 19 19 20 18-19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 158 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* 10-28,9-29,11-27: 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 10-28, 9-29, 11-27 REACTIONS.All bearings 20-7-0. (lb) - Max Horz 37=-308(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22 except 37=-418(LC 8), 20=-325(LC 9), 36=-425(LC 7), 21=-358(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22 except 37=495(LC 7), 20=408(LC 6), 36=457(LC 8), 21=385(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-37=-463/392, 7-8=-134/291, 8-9=-165/351, 9-10=-178/374, 10-11=-178/374, 11-12=-165/351, 12-13=-134/291, 18-20=-379/303 BOT CHORD 36-37=-288/264 WEBS 10-28=-359/132, 18-21=-358/373, 2-36=-432/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 4-11-8, Corner(3R) 4-11-8 to 15-7-8, Exterior(2N) 15-7-8 to 16-5-14, Corner(3E) 16-5-14 to 21-9-8 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) 29, 30, 31, 32, 34, 35, 27, 26, 25, 24, 23, 22 except (jt=lb) 37=418, 20=325, 36=425, 21=358. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE10 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248511 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-o7H3_W6BcId6SX_atCvst0wqDh_UkjeeHDExbizIZvK Scale = 1:68.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 46 45 44 43 42 41 40 39 38 3736 35 34 33 32 31 30 29 28 27 26 25 47 48 2x4 3x4 3x6 4x6 3x6 3x4 2x4 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 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 25-11-025-11-0 -1-2-8 1-2-8 12-11-8 12-11-8 25-11-0 12-11-8 0-10-1410-7-80-10-149.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.10 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.01 (loc) 1 1 25 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 176 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* 13-35,12-36,11-37,14-34,15-33: 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 13-35, 12-36, 11-37, 14-34, 15-33 REACTIONS.All bearings 25-11-0. (lb) - Max Horz 46=288(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27 except 46=-205(LC 6), 25=-164(LC 9), 45=-210(LC 10), 26=-200(LC 11) Max Grav All reactions 250 lb or less at joint(s) 25, 36, 37, 39, 40, 41, 42, 43, 44, 45, 34, 33, 32, 31, 30, 29, 28, 27, 26 except 46=310(LC 18), 35=269(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-260/217, 11-12=-175/298, 12-13=-185/318, 13-14=-185/318, 14-15=-175/298 WEBS 13-35=-302/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-2, Exterior(2N) 4-1-2 to 7-7-8, Corner(3R) 7-7-8 to 18-3-8, Exterior(2N) 18-3-8 to 20-5-10, Corner(3E) 20-5-10 to 25-9-4 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) 36, 37, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 46=205, 25=164, 45=210, 26=200. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE11 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248512 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-GJrRBs7pNblz4hZmQwQ5QDT?Y4LQTBNnWtzV79zIZvJ Scale = 1:31.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 2x4 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-11-010-11-0 -1-2-8 1-2-8 5-5-8 5-5-8 10-11-0 5-5-8 12-1-8 1-2-8 0-10-145-0-00-10-149.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.25 0.06 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) 11 11 12 11 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 51 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-11-0. (lb) - Max Horz 20=153(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 20, 12, 16, 17, 18, 19, 15, 14, 13 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-1-8, Corner(3R) 4-1-8 to 6-9-8, Corner(3E) 6-9-8 to 12-1-8 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) 20, 12, 17, 18, 19, 15, 14, 13. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE12 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248513 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-kVPpPC7R7vuqir8y_dxKyR0BJUgbCdFxkXj2fbzIZvI Scale = 1:16.7 1 2 3 4 5 876 2x4 2x4 3x4 2x4 2x4 2x4 2x4 -1-2-8 1-2-8 6-11-8 6-11-8 0-4-32-8-14.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.12 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.01 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 6-11-8. (lb) - Max Horz 2=109(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7 except 8=351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-247/353 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) 6, 2, 7, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss GE13 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248514 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-kVPpPC7R7vuqir8y_dxKyR0ASUg5CdPxkXj2fbzIZvI Scale = 1:19.3 1 2 3 54 2x4 2x4 2x4 2x4 2x4 4-4-7 4-4-7 0-0-43-3-69.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.09 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 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 4-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-4-7, 4=4-4-7, 5=4-4-7 Max Horz 1=111(LC 7) Max Uplift 4=-28(LC 9), 5=-100(LC 10) Max Grav 1=101(LC 18), 4=24(LC 6), 5=230(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-194/327 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) 4 except (jt=lb) 5=100. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss M01 Truss Type Monopitch Qty 12 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248515 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-CiyBcX83uD0hJ?j9YLSZVeYGTuxux6e4zAScC1zIZvH Scale = 1:16.7 1 2 3 4 4x6 3x4 3x8 6-11-86-11-8 -1-2-8 1-2-8 6-11-8 6-11-8 0-4-32-8-12-4-90-3-82-8-14.00 12 Plate Offsets (X,Y)-- [3:0-3-8,Edge], [4:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.14 -0.00 0.11 (loc) 2-4 2-4 4 2-4 l/defl >999 >551 n/a >689 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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. (size) 2=0-10-0, 4=0-1-8 Max Horz 2=111(LC 6) Max Uplift 2=-168(LC 6), 4=-122(LC 6) Max Grav 2=363(LC 1), 4=248(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=168, 4=122. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss PB01 Truss Type Piggyback Qty 8 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248516 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-guWZqt9hfW8Yx8IL62zo1s5WOIKYgZ7ECqC9kUzIZvG Scale = 1:23.2 1 2 3 4 5 6 4x6 3x4 3x4 2x4 9-7-09-7-0 4-9-8 4-9-8 9-7-0 4-9-8 0-4-103-5-100-1-80-4-100-1-89.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.16 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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. REACTIONS. (size) 2=8-2-11, 4=8-2-11, 6=8-2-11 Max Horz 2=86(LC 9) Max Uplift 2=-42(LC 10), 4=-53(LC 11), 6=-9(LC 10) Max Grav 2=199(LC 1), 4=199(LC 1), 6=308(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss PB02 Truss Type Piggyback Qty 13 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248517 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-944y1DAKQqGPZItXfmU1a3eiJih9P0oNRUxiGwzIZvF Scale = 1:16.9 1 2 3 45 6 4x6 2x4 2x4 2x4 6-9-56-9-5 3-4-11 3-4-11 6-9-5 3-4-11 0-4-102-5-00-1-80-4-100-1-89.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.07 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 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. REACTIONS. (size) 2=5-5-0, 4=5-5-0, 6=5-5-0 Max Horz 2=-59(LC 8) Max Uplift 2=-39(LC 10), 4=-47(LC 11) Max Grav 2=151(LC 1), 4=151(LC 1), 6=180(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss PBE01 Truss Type GABLE Qty 2 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248518 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-944y1DAKQqGPZItXfmU1a3ek_iixP0WNRUxiGwzIZvF Scale = 1:23.2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-7-09-7-0 4-9-8 4-9-8 9-7-0 4-9-8 0-4-103-5-100-1-80-4-100-1-89.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 8 8 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 31 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 8-2-11. (lb) - Max Horz 2=-86(LC 8) 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248519 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-dGeKEZAyB8OGASRkDT0G7HAvh52E8TaWf8hGoMzIZvE Scale = 1:16.9 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-9-56-9-5 3-4-11 3-4-11 6-9-5 3-4-11 0-4-102-5-00-1-80-4-100-1-89.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 19 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 5-5-0. (lb) - Max Horz 2=-59(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248520 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-5TCiSvBayRW6oc0wnAXVfUj4RVOTtvqguoQpLozIZvD Scale = 1:16.9 1 2 3 4 5 67 10 9 8 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6-9-56-9-5 3-4-11 3-4-11 6-9-5 3-4-11 0-4-102-5-00-1-80-4-100-1-89.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.03 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) 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: 19 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 5-5-0. (lb) - Max Horz 2=-59(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T01 Truss Type Common Qty 7 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248521 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-Zfm4fFCCjlezQmb6Lu2kCiG53vYYcHSp7SANtFzIZvC Scale = 1:58.1 1 2 3 4 5 6 7 8 9 10 11 14 13 1223 24 25 26 27 3x6 4x6 3x6 5x12 4x6 3x6 3x4 2x4 3x4 2x4 5x12 4x6 8-0-88-0-8 15-10-87-10-0 23-11-08-0-8 -1-2-8 1-2-8 6-1-0 6-1-0 11-11-8 5-10-8 17-10-0 5-10-8 23-11-0 6-1-0 25-1-8 1-2-8 1-0-09-11-101-0-09.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.68 0.79 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.28 0.06 0.04 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-12,4-14: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 10=0-3-8 Max Horz 2=252(LC 9) Max Uplift 2=-133(LC 10), 10=-133(LC 11) Max Grav 2=1187(LC 17), 10=1188(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1313/208, 4-6=-1241/308, 6-8=-1243/308, 8-10=-1315/208 BOT CHORD 2-14=-162/1140, 12-14=0/778, 10-12=-38/1004 WEBS 6-12=-182/665, 8-12=-311/273, 6-14=-182/662, 4-14=-311/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 6-7-14, Exterior(2R) 6-7-14 to 17-3-2, Interior(1) 17-3-2 to 19-9-14, Exterior(2E) 19-9-14 to 25-1-8 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) except (jt=lb) 2=133, 10=133. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T02 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248522 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-V2tr4xESFMuhf3lVSJ4CH7LT0jIs4706amfTx7zIZvA Scale = 1:81.2 1 2 3 4 5 678 910 11 1213 20 19 18 17 16 15 14 29 30 31 32 33 3x6 5x8 5x8 3x6 4x10 4x6 3x6 3x4 2x4 6x10 3x8 4x6 3x6 2x4 3x8 3x4 3x6 2x4 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 21-11-8 0-4-0 24-3-0 2-3-8 31-0-0 6-9-0 36-11-0 5-11-0 -1-2-8 1-2-8 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 24-3-0 2-7-8 31-0-0 6-9-0 36-11-0 5-11-0 38-1-8 1-2-8 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-0], [8:0-6-0,0-2-0], [12:0-5-0,0-0-1], [16:0-4-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.48 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.03 0.06 (loc) 18-20 18-20 2 20-23 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-18,6-16,8-16: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. 1 Row at midpt 7-16 WEBS 1 Row at midpt 4-18, 6-16, 8-16, 10-15 REACTIONS. (size) 2=0-3-8, 16=0-3-8, 12=0-3-8 Max Horz 2=-288(LC 8) Max Uplift 2=-175(LC 10), 12=-173(LC 11) Max Grav 2=961(LC 17), 16=1906(LC 2), 12=609(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-971/215, 4-6=-440/246, 6-7=-30/343, 7-8=-29/345, 8-10=-118/269, 10-12=-527/212 BOT CHORD 2-20=-254/888, 18-20=-254/888, 7-16=-360/185, 14-15=-40/356, 12-14=-40/356 WEBS 4-20=0/394, 4-18=-707/281, 6-18=-73/646, 16-18=-135/337, 6-16=-924/122, 8-16=-828/68, 8-15=-62/537, 10-15=-589/238, 10-14=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-2-1, Exterior(2R) 7-2-1 to 31-8-15, Interior(1) 31-8-15 to 32-9-14, Exterior(2E) 32-9-14 to 38-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=175, 12=173. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T03 Truss Type PIGGYBACK BASE Qty 2 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248523 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-zERDIHE40g0YHDKh00bRqKudY6dLpaLFpQO1UazIZv9 Scale = 1:81.3 1 2 3 4 5 678 910 11 12 19 18 17 16 15 14 13 28 29 30 31 3x6 5x8 5x8 3x6 4x10 4x6 3x6 3x4 2x4 6x10 3x8 4x6 3x6 2x4 3x8 3x4 3x6 2x4 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 21-11-8 0-4-0 24-3-0 2-3-8 31-0-0 6-9-0 36-11-0 5-11-0 -1-2-8 1-2-8 7-5-4 7-5-4 14-8-0 7-2-12 21-7-8 6-11-8 24-3-0 2-7-8 31-0-0 6-9-0 36-11-0 5-11-0 1-0-012-0-00-10-141-7-212-0-09.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-0], [8:0-6-0,0-2-0], [12:0-5-0,0-0-1], [15:0-4-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.53 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 -0.03 0.06 (loc) 17-19 17-19 2 19-22 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 6-17,6-15,8-15: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0, Right 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. 1 Row at midpt 7-15 WEBS 1 Row at midpt 4-17, 6-15, 8-15, 10-14 REACTIONS. (size) 2=0-3-8, 15=0-3-8, 12=0-3-8 Max Horz 2=293(LC 7) Max Uplift 2=-173(LC 10), 12=-144(LC 11) Max Grav 2=968(LC 17), 15=1893(LC 2), 12=548(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-981/211, 4-6=-444/242, 6-7=-33/330, 7-8=-31/333, 8-10=-136/256, 10-12=-547/212 BOT CHORD 2-19=-266/884, 17-19=-266/884, 7-15=-361/185, 13-14=-71/373, 12-13=-71/373 WEBS 4-19=0/393, 4-17=-706/281, 6-17=-70/646, 15-17=-142/335, 6-15=-916/114, 8-15=-821/71, 8-14=-63/540, 10-14=-595/240, 10-13=0/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-2-1, Exterior(2R) 7-2-1 to 31-7-6, Exterior(2E) 31-7-6 to 36-11-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=173, 12=144. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T04 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248524 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-RQ?bVcFjn_8PuNvtak6gMYQj4WzTY17P248a00zIZv8 Scale = 1:45.1 1 2 3 45 8 7 6 9 10 4x6 6x8 3x4 3x4 4x10 4x6 5x6 7-7-57-7-5 15-3-07-7-11 -1-2-8 1-2-8 6-3-8 6-3-8 7-7-5 1-3-13 15-3-0 7-7-11 2-10-146-7-107-7-86-7-109.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [6:Edge,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.54 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.22 -0.00 0.02 (loc) 6-7 6-7 6 7 l/defl >999 >805 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 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 (4-7-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 8=0-3-8 Max Horz 8=182(LC 7) Max Uplift 6=-122(LC 11), 8=-53(LC 10) Max Grav 6=675(LC 2), 8=727(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-542/96, 3-4=-578/167, 4-5=-458/120, 5-6=-532/178, 2-8=-621/127 BOT CHORD 7-8=-257/173 WEBS 3-7=-85/506, 4-7=-628/230, 5-7=-152/576, 2-7=0/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Exterior(2R) 4-1-2 to 6-3-8, Exterior(2E) 6-3-8 to 7-7-5, Interior(1) 7-7-5 to 9-10-2, Exterior(2E) 9-10-2 to 15-1-12 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) 8 except (jt=lb) 6=122. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use 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 Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-5=-50, 8-10=-35, 6-10=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T04 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248524 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-RQ?bVcFjn_8PuNvtak6gMYQj4WzTY17P248a00zIZv8 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=43, 2-9=23, 3-9=29, 3-4=23, 4-5=23, 6-8=-12 Horz: 1-2=-55, 2-9=-35, 3-9=-41, 3-4=35, 2-8=-36 Drag: 4-5=-0 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-43, 3-4=-43, 4-5=-43, 6-8=-20 Horz: 1-2=-17, 2-3=23, 3-4=-23, 2-8=33 Drag: 4-5=0 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-3=-15, 3-4=11, 4-5=11, 6-8=-12 Horz: 1-2=-10, 2-3=3, 3-4=23, 2-8=16 Drag: 4-5=-0 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=11, 3-4=-15, 4-5=28, 6-8=-12 Horz: 1-2=-17, 2-3=-23, 3-4=-3, 2-8=-21 Drag: 4-5=-0 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-3=-34, 3-4=-9, 4-5=-9, 6-8=-20 Horz: 1-2=9, 2-3=14, 3-4=11, 2-8=28 Drag: 4-5=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-9, 3-4=-34, 4-5=8, 6-8=-20 Horz: 1-2=-17, 2-3=-11, 3-4=-14, 2-8=-10 Drag: 4-5=-0 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=28, 3-4=11, 4-5=11, 6-8=-12 Horz: 1-2=-34, 2-3=-40, 3-4=23, 2-8=14 Drag: 4-5=-0 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=11, 3-4=28, 4-5=28, 6-8=-12 Horz: 1-2=-17, 2-3=-23, 3-4=40, 2-8=-19 Drag: 4-5=-0 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-3=28, 3-4=11, 4-5=11, 6-8=-12 Horz: 1-2=-34, 2-3=-40, 3-4=23, 2-8=14 Drag: 4-5=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-3=11, 3-4=28, 4-5=28, 6-8=-12 Horz: 1-2=-17, 2-3=-23, 3-4=40, 2-8=-19 Drag: 4-5=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-3=8, 3-4=-9, 4-5=-9, 6-8=-20 Horz: 1-2=-34, 2-3=-28, 3-4=11, 2-8=25 Drag: 4-5=-0 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-3=-9, 3-4=8, 4-5=8, 6-8=-20 Horz: 1-2=-17, 2-3=-11, 3-4=28, 2-8=-8 Drag: 4-5=-0 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 8-10=-40, 6-10=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-3=-61, 3-4=-42, 4-5=-42, 8-10=-35, 6-10=-50 Horz: 1-2=6, 2-3=11, 3-4=8, 2-8=21 Drag: 4-5=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-42, 3-4=-61, 4-5=-29, 8-10=-35, 6-10=-50 Horz: 1-2=-13, 2-3=-8, 3-4=-11, 2-8=-7 Drag: 4-5=-0 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T04 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248524 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:57 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-RQ?bVcFjn_8PuNvtak6gMYQj4WzTY17P248a00zIZv8 LOAD CASE(S) Standard Except: 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-3=-29, 3-4=-42, 4-5=-42, 8-10=-35, 6-10=-50 Horz: 1-2=-26, 2-3=-21, 3-4=8, 2-8=19 Drag: 4-5=-0 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-3=-42, 3-4=-29, 4-5=-29, 8-10=-35, 6-10=-50 Horz: 1-2=-13, 2-3=-8, 3-4=21, 2-8=-6 Drag: 4-5=-0 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-28, 3-4=-28, 4-5=-28, 6-8=-12 Horz: 1-2=-16, 2-3=16, 3-4=-16, 2-8=16 Drag: 4-5=0 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=4, 3-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-16, 2-3=-16, 3-4=16, 2-8=-16 Drag: 4-5=-0 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-20, 4-5=-20, 8-10=-35, 6-10=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-50, 4-5=-50, 8-10=-35, 6-10=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T05 Truss Type Common Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248525 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-RQ?bVcFjn_8PuNvtak6gMYQmiWxGY3wP248a00zIZv8 Scale = 1:61.9 1 2 3 4 5 8 7 6 9 10 11 12 4x6 3x6 2x4 3x4 2x4 3x8 3x8 8-6-128-6-12 15-3-06-8-4 -1-2-8 1-2-8 3-6-0 3-6-0 10-4-8 6-10-8 15-3-0 4-10-8 2-10-1410-8-47-0-69.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.70 0.68 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 -0.00 0.01 (loc) 7-8 7-8 6 7-8 l/defl >958 >552 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-7: 2x4 SPF No.2, 2-8,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 8=0-3-8 Max Horz 8=258(LC 7) Max Uplift 6=-138(LC 10), 8=-48(LC 10) Max Grav 6=743(LC 17), 8=751(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-476/134, 4-5=-436/163, 5-6=-634/196 BOT CHORD 7-8=-249/452 WEBS 3-7=-169/251, 3-8=-568/57, 5-7=-102/454 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-0-14, Exterior(2R) 5-0-14 to 10-4-8, Exterior(2E) 10-4-8 to 15-1-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=138. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-50, 8-10=-35, 10-11=-50, 11-12=-35, 6-12=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=43, 2-9=23, 4-9=29, 4-5=23, 6-8=-12 Horz: 1-2=-55, 2-9=-35, 4-9=-41, 4-5=35, 2-8=-36 Continued on page 2 May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T05 Truss Type Common Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248525 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:58 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-wdZziyGLYHGGWXU47RevvlzxRwHVHWAYGkt7YSzIZv7 LOAD CASE(S) Standard Except: 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-43, 4-5=-43, 6-8=-20 Horz: 1-2=-17, 2-4=23, 4-5=-23, 2-8=33 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-4=-15, 4-5=11, 6-8=-12 Horz: 1-2=-10, 2-4=3, 4-5=23, 2-8=16 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-5=-15, 6-8=-12 Horz: 1-2=-17, 2-4=-23, 4-5=-3, 2-8=-21 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-29, 2-4=-34, 4-5=-9, 6-8=-20 Horz: 1-2=9, 2-4=14, 4-5=11, 2-8=28 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-5=-34, 6-8=-20 Horz: 1-2=-17, 2-4=-11, 4-5=-14, 2-8=-10 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-5=11, 6-8=-12 Horz: 1-2=-34, 2-4=-40, 4-5=23, 2-8=14 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-5=28, 6-8=-12 Horz: 1-2=-17, 2-4=-23, 4-5=40, 2-8=-19 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 4-5=11, 6-8=-12 Horz: 1-2=-34, 2-4=-40, 4-5=23, 2-8=14 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 4-5=28, 6-8=-12 Horz: 1-2=-17, 2-4=-23, 4-5=40, 2-8=-19 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-5=-9, 6-8=-20 Horz: 1-2=-34, 2-4=-28, 4-5=11, 2-8=25 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-5=8, 6-8=-20 Horz: 1-2=-17, 2-4=-11, 4-5=28, 2-8=-8 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-20, 8-10=-40, 10-11=-60, 11-12=-40, 6-12=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-56, 2-4=-61, 4-5=-42, 8-10=-35, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 1-2=6, 2-4=11, 4-5=8, 2-8=21 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-5=-61, 8-10=-35, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 1-2=-13, 2-4=-8, 4-5=-11, 2-8=-7 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 4-5=-42, 8-10=-35, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 1-2=-26, 2-4=-21, 4-5=8, 2-8=19 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-5=-29, 8-10=-35, 10-11=-50, 11-12=-35, 6-12=-50 Horz: 1-2=-13, 2-4=-8, 4-5=21, 2-8=-6 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 4-5=-28, 6-8=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16, 2-8=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 4-5=4, 6-8=-12 Horz: 1-2=-16, 2-4=-16, 4-5=16, 2-8=-16 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T05 Truss Type Common Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248525 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:58 2020 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-wdZziyGLYHGGWXU47RevvlzxRwHVHWAYGkt7YSzIZv7 LOAD CASE(S) 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-5=-20, 8-10=-35, 10-11=-50, 11-12=-35, 6-12=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-5=-50, 8-10=-35, 10-11=-50, 11-12=-35, 6-12=-50 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T06 Truss Type Common Qty 3 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248526 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-wdZziyGLYHGGWXU47Revvlz_swLLHWoYGkt7YSzIZv7 Scale = 1:61.9 1 2 3 4 5 8 7 6 9 10 11 5x6 2x4 3x6 3x4 3x4 2x4 3x6 6-8-126-8-12 13-0-06-3-4 -1-2-8 1-2-8 3-6-0 3-6-0 10-4-8 6-10-8 13-0-0 2-7-8 2-10-1410-8-48-8-109.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.43 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 -0.00 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 No.2 *Except* 3-7,3-8: 2x3 SPF No.2, 2-8: 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 5-6, 4-6 REACTIONS. (size) 6=Mechanical, 8=0-3-8 Max Horz 8=262(LC 10) Max Uplift 6=-189(LC 10), 8=-1(LC 10) Max Grav 6=666(LC 17), 8=636(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-427/130 BOT CHORD 7-8=-281/388 WEBS 3-7=-213/302, 4-7=-176/471, 3-8=-530/0, 4-6=-565/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-0-14, Exterior(2R) 5-0-14 to 10-4-8, Exterior(2E) 10-4-8 to 12-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=189. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T07 Truss Type COMMON Qty 6 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248527 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:49:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-Op7LwIHzJbO78h3Gh998RzW9hKhY0zdiVOdh4uzIZv6 Scale = 1:61.9 1 2 3 4 5 8 7 6 9 10 11 5x6 2x4 3x4 3x4 2x4 3x6 3x6 6-8-126-8-12 13-5-86-8-12 -1-2-8 1-2-8 3-6-0 3-6-0 10-4-8 6-10-8 13-5-8 3-1-0 2-10-1410-8-48-4-89.00 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.44 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.00 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 80 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-7,3-8: 2x3 SPF No.2, 2-8,5-6: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 REACTIONS. (size) 8=0-3-8, 6=0-5-8 Max Horz 8=254(LC 7) Max Uplift 8=-12(LC 10), 6=-177(LC 10) Max Grav 8=658(LC 17), 6=683(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-454/143 BOT CHORD 7-8=-272/407 WEBS 3-7=-200/289, 4-7=-161/477, 3-8=-561/0, 4-6=-562/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-0-14, Exterior(2R) 5-0-14 to 10-4-8, Exterior(2E) 10-4-8 to 13-3-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 6=177. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T08 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248528 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-s?hk7eHb4vW_lreSFsgN_A2DskzElOArk2MEdLzIZv5 Scale = 1:47.1 1 2 3 4 5 6 11 10 9 8 7 12 133x8 5x10 MT18HS 3x4 3x6 3x4 3x6 6x8 2x4 4x8 4x6 8-7-68-7-6 17-0-48-4-14 19-11-02-10-12 -1-2-8 1-2-8 8-7-6 8-7-6 17-0-4 8-4-14 19-11-0 2-10-12 2-4-38-0-46-6-144.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-7-8,0-2-0], [10:0-2-8,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.90 0.66 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.25 0.01 0.04 (loc) 10-11 10-11 7 8-10 l/defl >999 >939 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 86 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size) 11=0-3-8, 7=0-5-8 Max Horz 11=191(LC 7) Max Uplift 11=-166(LC 6), 7=-159(LC 6) Max Grav 11=869(LC 1), 7=782(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-996/226, 3-5=-379/122, 5-6=-315/134, 2-11=-792/316, 6-7=-780/283 BOT CHORD 10-11=-291/184, 8-10=-315/876 WEBS 3-8=-705/265, 2-10=-34/780, 6-8=-215/669 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 11-8-10, Exterior(2R) 11-8-10 to 17-0-4, Exterior(2E) 17-0-4 to 19-9-4 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) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 11=166, 7=159. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T09 Truss Type ROOF SPECIAL Qty 8 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248529 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-KCF6L_IDqCerN_CfpZBcXObQv7I3Ur3?zi6o9nzIZv4 Scale = 1:56.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 3x8 3x4 3x6 3x6 2x4 6x10 3x4 3x4 3x8 4x8 3x6 6x8 3x4 5x8 8-7-68-7-6 17-0-48-4-14 19-8-42-8-0 19-11-00-2-12 29-11-010-0-0 -1-2-8 1-2-8 8-7-6 8-7-6 17-0-4 8-4-14 19-11-0 2-10-12 24-9-12 4-10-12 29-11-0 5-1-4 31-1-8 1-2-8 2-4-38-0-41-0-120-6-24.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-5-1,0-2-0], [11:0-4-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.69 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.48 0.01 0.23 (loc) 10-11 10-11 12 10-11 l/defl >502 >252 n/a >527 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 2100F 1.8E *Except* 6-12: 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-3 oc bracing. WEBS 1 Row at midpt 3-13, 5-11 REACTIONS. (size) 16=0-3-8, 12=0-5-8, 10=0-3-8 Max Horz 16=135(LC 9) Max Uplift 16=-182(LC 6), 12=-259(LC 6), 10=-88(LC 6) Max Grav 16=822(LC 23), 12=1336(LC 1), 10=413(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/248, 3-5=-271/167, 7-8=-292/254, 2-16=-745/312, 8-10=-300/284 BOT CHORD 13-15=-147/795, 12-13=-388/136, 11-12=-1333/480 WEBS 3-13=-730/234, 5-13=-63/443, 11-13=-30/535, 5-11=-838/154, 7-11=-336/245, 2-15=-60/698 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 11-8-10, Exterior(2R) 11-8-10 to 22-3-13, Interior(1) 22-3-13 to 25-9-14, Exterior(2E) 25-9-14 to 31-1-8 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) 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 except (jt=lb) 16=182, 12=259. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T10 Truss Type PIGGYBACK BASE Qty 11 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248530 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-oOpUYKJrbWmi?8nrMHir3b7dNXgiDMA8BMsLhDzIZv3 Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 3x6 4x8 4x8 3x6 3x4 3x6 3x6 3x6 3x4 3x8 3x6 3x6 4x6 3x4 4x6 5-9-05-9-0 12-6-136-9-13 19-4-36-9-5 26-2-06-9-13 31-11-05-9-0 -1-2-8 1-2-8 5-9-0 5-9-0 12-6-13 6-9-13 19-4-3 6-9-5 26-2-0 6-9-13 31-11-0 5-9-0 33-1-8 1-2-8 2-6-1412-0-02-6-1412-0-09.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-6-0,0-2-0], [6:0-6-0,0-2-0], [9:0-3-0,0-1-8], [12:0-2-8,0-1-8], [16:0-2-8,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.53 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.03 0.03 (loc) 15-16 15-16 11 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-15,5-13,6-13: 2x4 SPF No.2, 2-17,9-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-13, 8-13 REACTIONS. (size) 17=0-3-8, 11=0-3-8 Max Horz 17=-352(LC 8) Max Uplift 17=-148(LC 10), 11=-148(LC 11) Max Grav 17=1490(LC 2), 11=1486(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1392/260, 3-5=-1295/345, 5-6=-948/347, 6-8=-1289/345, 8-9=-1387/260, 2-17=-1410/259, 9-11=-1406/259 BOT CHORD 16-17=-328/340, 15-16=-189/1222, 13-15=-113/1025, 12-13=-33/1051 WEBS 3-15=-278/223, 5-15=-73/482, 6-13=-49/435, 8-13=-279/223, 2-16=-56/1109, 9-12=-56/1105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-0-14, Exterior(2R) 5-0-14 to 26-10-2, Interior(1) 26-10-2 to 27-9-14, Exterior(2E) 27-9-14 to 33-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=148, 11=148. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248531 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-GaMsmgKTMqvZcIM1w_D4cpgngxxzynMHQ0buEgzIZv2 Scale = 1:78.3 1 2 3 4 5 6 7 8 9 1011 19 18 17 16 15 14 13 12 20 21 22 23 26 24 25 3x4 4x6 3x6 4x8 4x8 3x6 2x4 4x8 3x6 4x8 10x10 4x6 3x8 3x6 3x6 3x4 4x6 2-2-02-2-0 12-6-1310-4-13 19-4-36-9-5 26-2-06-9-13 31-11-05-9-0 -1-2-8 1-2-8 2-2-0 2-2-0 7-4-7 5-2-7 12-6-13 5-2-7 19-4-3 6-9-5 26-2-0 6-9-13 31-11-0 5-9-0 33-1-8 1-2-8 2-6-1412-0-02-6-141-4-1412-0-09.00 12 9.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-2-7,0-2-0], [6:0-6-0,0-2-0], [7:0-6-0,0-2-0], [10:0-3-0,0-1-8], [13:0-2-8,0-1-8], [18:0-5-0,0-4-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.85 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.64 0.07 0.04 (loc) 16-17 16-17 12 16 l/defl >999 >598 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-17: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-12: 2x4 SPF-S Stud, 16-18,6-16,6-14,7-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-10 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 5-16, 6-14, 9-14 REACTIONS. (size) 19=0-3-8, 12=0-3-8 Max Horz 19=-355(LC 8) Max Uplift 19=-148(LC 10), 12=-148(LC 11) Max Grav 19=1455(LC 2), 12=1476(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-1534/235, 2-3=-1530/220, 3-5=-1588/370, 5-6=-1266/358, 6-7=-935/348, 7-9=-1272/346, 9-10=-1378/259, 10-12=-1398/258 BOT CHORD 18-19=-432/396, 14-16=-109/1016, 13-14=-32/1044 WEBS 2-18=-144/1260, 16-18=-236/1079, 5-18=-296/359, 5-16=-378/285, 6-16=-96/542, 7-14=-45/419, 9-14=-288/221, 10-13=-55/1098 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 5-0-14, Exterior(2R) 5-0-14 to 26-10-2, Interior(1) 26-10-2 to 27-9-14, Exterior(2E) 27-9-14 to 33-1-8 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) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=148, 12=148. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T12 Truss Type Common Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248532 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-knwEz0L6771PESxEUikJ80DzrLJqhESRfgLSm6zIZv1 Scale = 1:60.0 1 2 3 4 5 6 7 11 10 9 812 13 14 15 4x6 3x6 3x8 3x4 3x4 3x4 4x8 4x8 3x4 10-3-810-3-8 20-7-010-3-8 -1-2-8 1-2-8 5-3-0 5-3-0 10-3-8 5-0-8 15-4-0 5-0-8 20-7-0 5-3-0 21-9-8 1-2-8 2-6-1410-3-82-6-149.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.75 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.55 0.02 0.02 (loc) 9-11 9-11 8 9 l/defl >728 >444 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-11,6-8: 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 3-11, 5-8 REACTIONS. (size) 11=0-3-8, 8=0-3-8 Max Horz 11=-308(LC 8) Max Uplift 11=-112(LC 10), 8=-112(LC 11) Max Grav 11=1007(LC 17), 8=1007(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-764/229, 4-5=-764/229, 2-11=-325/194, 6-8=-322/194 BOT CHORD 9-11=-118/713, 8-9=-20/599 WEBS 4-9=-132/553, 3-11=-803/53, 5-8=-808/51 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 4-11-14, Exterior(2R) 4-11-14 to 15-5-2, Interior(1) 15-5-2 to 16-5-14, Exterior(2E) 16-5-14 to 21-9-8 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) except (jt=lb) 11=112, 8=112. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T13 Truss Type ROOF SPECIAL Qty 5 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248533 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-h92?OhMMflH7Um5cb7nnERINa81O93Dk6_qZq_zIZv? Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 3x6 4x6 3x6 2x4 5x8 4x6 2x4 10x10 3x4 3x6 4x8 4x8 8x10 3x6 3x4 4x8 3x12 1-8-01-8-0 7-3-125-7-12 12-11-85-7-12 14-11-01-11-8 20-3-125-4-12 25-11-05-7-4 -1-2-8 1-2-8 1-8-0 1-8-0 7-3-12 5-7-12 12-11-8 5-7-12 14-11-0 1-11-8 20-3-12 5-4-12 25-11-0 5-7-4 0-10-1410-7-80-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [11:Edge,0-8-4], [11:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.61 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.12 0.07 (loc) 16-17 16-17 11 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-18,7-13: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-19,10-11: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 19=0-3-8, 11=Mechanical Max Horz 19=287(LC 7) Max Uplift 19=-146(LC 10), 11=-114(LC 11) Max Grav 19=1108(LC 1), 11=1023(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2138/450, 3-5=-1452/222, 5-6=-1011/264, 6-7=-930/307, 7-9=-1160/254, 9-10=-1292/196, 2-19=-1115/201, 10-11=-968/154 BOT CHORD 18-19=-304/210, 3-17=-124/460, 16-17=-560/2058, 15-16=-173/1161, 14-15=-6/842, 7-14=-74/367 WEBS 3-16=-904/391, 5-16=0/325, 5-15=-566/248, 6-15=-238/863, 7-15=-522/228, 12-14=-67/916, 2-18=-156/399, 2-17=-460/1773, 10-12=-30/787 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-7-14, Exterior(2R) 7-7-14 to 18-3-2, Interior(1) 18-3-2 to 20-3-12, Exterior(2E) 20-3-12 to 25-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=146, 11=114. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss T14 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248534 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-9LcNb1N_Q2P_5vgo9qI0mfrYIYNduWVtLeZ6NRzIZv_ Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x6 4x6 3x6 2x4 5x8 4x6 2x4 10x10 3x4 3x6 4x8 4x8 8x10 3x6 3x4 4x8 3x12 1-8-01-8-0 7-3-125-7-12 12-11-85-7-12 14-11-01-11-8 20-3-125-4-12 25-11-05-7-4 -1-2-8 1-2-8 1-8-0 1-8-0 7-3-12 5-7-12 12-11-8 5-7-12 14-11-0 1-11-8 20-3-12 5-4-12 25-11-0 5-7-4 27-1-8 1-2-8 0-10-1410-7-80-10-141-0-09.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [12:Edge,0-8-4], [12:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.61 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.15 0.12 0.07 (loc) 17-18 17-18 12 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-19,7-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-20,10-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 20=0-3-8, 12=0-3-8 Max Horz 20=296(LC 9) Max Uplift 20=-146(LC 10), 12=-144(LC 11) Max Grav 20=1106(LC 1), 12=1106(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2152/427, 3-5=-1448/207, 5-6=-1008/255, 6-7=-928/299, 7-9=-1153/241, 9-10=-1286/194, 2-20=-1113/196, 10-12=-1052/208 BOT CHORD 19-20=-309/225, 3-18=-115/471, 17-18=-523/2083, 16-17=-152/1175, 15-16=0/842, 7-15=-64/358 WEBS 3-17=-915/375, 5-17=0/325, 5-16=-567/245, 6-16=-230/862, 7-16=-520/223, 13-15=-32/904, 2-19=-182/404, 2-18=-427/1796, 10-13=-5/758 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-1-2, Interior(1) 4-1-2 to 7-7-14, Exterior(2R) 7-7-14 to 18-3-2, Interior(1) 18-3-2 to 21-9-14, Exterior(2E) 21-9-14 to 27-1-8 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) except (jt=lb) 20=146, 12=144. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 225 Bridgemont Job Reference (optional) I41248535 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-dYAlpNOcBMXrj3F?jYpFJsNoiypAd9e0aIJfutzIZuz Scale: 3/16"=1' 1 23 6 5 47 4x6 3x4 2x4 2x4 3x8 3x4 2-8-122-8-12 5-1-02-4-4 2-8-12 2-8-12 5-1-0 2-4-4 8-7-1410-0-49-2-146.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-5,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.01 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4 REACTIONS. (size) 6=0-3-8, 4=0-3-8 Max Horz 6=35(LC 8) Max Uplift 6=-265(LC 9), 4=-412(LC 8) Max Grav 6=894(LC 37), 4=1137(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-441/128, 3-4=-545/223 WEBS 1-5=-97/371, 3-5=-199/480 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; 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) 6=265, 4=412. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 567 lb down and 206 lb up at 0-9-12, and 564 lb down and 209 lb up at 2-9-12, and 573 lb down and 200 lb up at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Continued on page 2 May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss TG01 Truss Type Roof Special Girder Qty 1 Ply 2 Wedgewood 225 Bridgemont Job Reference (optional) I41248535 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:08 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-dYAlpNOcBMXrj3F?jYpFJsNoiypAd9e0aIJfutzIZuz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-493(B) 5=-484(B) 7=-487(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 225 Bridgemont Job Reference (optional) I41248536 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-5kk70jOEygfiLDqBHFKUr4wvlM5LMPzAoy2DQJzIZuy Scale = 1:30.1 1 2 3 4 5 67891011 3x12 3x4 3x4 4x6 3x12 3x4 3x4 4x10 5-5-85-5-8 10-11-05-5-8 5-5-8 5-5-8 10-11-0 5-5-8 0-10-145-0-00-10-149.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [5:0-6-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.38 0.41 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.03 (loc) 1-6 1-6 5 1-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-4-7, Right 2x4 SPF-S Stud 3-4-7 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. (size) 1=0-3-8, 5=0-3-8 Max Horz 1=117(LC 26) Max Uplift 1=-394(LC 8), 5=-326(LC 9) Max Grav 1=3223(LC 1), 5=2666(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2937/405, 3-5=-2943/405 BOT CHORD 1-6=-244/2199, 5-6=-244/2199 WEBS 3-6=-355/3252 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) 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) 1=394, 5=326. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1004 lb down and 132 lb up at 0-10-4, 1003 lb down and 134 lb up at 2-10-4, 1003 lb down and 134 lb up at 4-10-4, and 1003 lb down and 134 lb up at 6-10-4, and 1003 lb down and 134 lb up at 8-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss TG02 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 225 Bridgemont Job Reference (optional) I41248536 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:09 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-5kk70jOEygfiLDqBHFKUr4wvlM5LMPzAoy2DQJzIZuy 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, 1-5=-20 Concentrated Loads (lb) Vert: 7=-1004(F) 8=-1003(F) 9=-1003(F) 10=-1003(F) 11=-1003(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248537 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-ZwHWE3PsjznZyNONqyrjOHT6emV752cJ1comymzIZux Scale = 1:18.3 1 2 3 4 2x4 4x6 2x4 2x4 0-0-50-0-5 7-0-97-0-3 3-6-4 3-6-4 7-0-9 3-6-4 0-0-42-7-110-0-49.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.24 0.18 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 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. REACTIONS. (size) 1=6-11-14, 3=6-11-14, 4=6-11-14 Max Horz 1=59(LC 7) Max Uplift 1=-24(LC 10), 3=-31(LC 11), 4=-10(LC 10) Max Grav 1=125(LC 1), 3=125(LC 1), 4=244(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248538 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-ZwHWE3PsjznZyNONqyrjOHT9YmWL525J1comymzIZux Scale = 1:8.5 1 2 3 2x4 3x4 2x4 0-0-50-0-5 3-0-93-0-3 1-6-4 1-6-4 3-0-9 1-6-4 0-0-41-1-110-0-49.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.06 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 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 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-11-14, 3=2-11-14 Max Horz 1=-21(LC 8) Max Uplift 1=-10(LC 10), 3=-10(LC 11) Max Grav 1=87(LC 1), 3=87(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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248539 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-17ruRPQVUHvQaXzaOgMyxU?GA9rKqVLTGFXJVCzIZuw Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 3-5-13 3-5-13 0-0-42-7-69.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=3-5-7, 3=3-5-7 Max Horz 1=88(LC 10) Max Uplift 3=-56(LC 10) Max Grav 1=118(LC 1), 3=128(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248540 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-VJPGelR7Fa1HChYmyNuBTiYTUZC5ZybcUvHt1ezIZuv Scale = 1:12.6 1 2 3 2x4 2x4 2x4 2-7-2 2-7-2 0-0-41-11-69.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-6-13, 3=2-6-13 Max Horz 1=61(LC 10) Max Uplift 3=-39(LC 10) Max Grav 1=82(LC 1), 3=89(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248541 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:12 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-VJPGelR7Fa1HChYmyNuBTiYV8ZD?ZybcUvHt1ezIZuv Scale = 1:9.2 1 2 3 2x4 2x4 2x4 1-8-7 1-8-7 0-0-41-3-69.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-8-2, 3=1-8-2 Max Horz 1=35(LC 10) Max Uplift 3=-22(LC 10) Max Grav 1=47(LC 1), 3=51(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248542 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-zVzes5Sl0u98pq7yW5PQ0v5evzV1IOFmjZ0QZ4zIZuu Scale = 1:34.5 1 2 3 4 76 58 2x4 3x4 2x4 2x4 3x4 2x4 -1-2-8 1-2-8 6-1-8 6-1-8 2-5-35-5-156.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.18 0.29 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 7=6-1-8, 5=6-1-8, 6=6-1-8 Max Horz 7=131(LC 7) Max Uplift 5=-44(LC 10), 6=-221(LC 10) Max Grav 7=156(LC 19), 5=164(LC 2), 6=345(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-256/134 BOT CHORD 6-7=-279/104 WEBS 2-6=-151/413 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=221. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 7-8=-35, 5-8=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=67, 2-4=55, 5-7=-12 Horz: 2-7=-40, 1-2=-79, 2-4=-67 Continued on page 2 May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248542 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:13 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-zVzes5Sl0u98pq7yW5PQ0v5evzV1IOFmjZ0QZ4zIZuu LOAD CASE(S) Standard Except: 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-4=-47, 5-7=-20 Horz: 2-7=37, 1-2=-21, 2-4=27 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=13, 2-4=-0, 5-7=-12 Horz: 2-7=16, 1-2=-25, 2-4=-12 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=7, 2-4=12, 5-7=-12 Horz: 2-7=-21, 1-2=-19, 2-4=-24 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-14, 2-4=-20, 5-7=-20 Horz: 2-7=28, 1-2=-6, 2-4=-0 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-7, 5-7=-20 Horz: 2-7=-10, 1-2=-19, 2-4=-13 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 5-7=-12 Horz: 2-7=14, 1-2=-34, 2-4=-40 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 5-7=-12 Horz: 2-7=-19, 1-2=-17, 2-4=-23 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=22, 2-4=28, 5-7=-12 Horz: 2-7=14, 1-2=-34, 2-4=-40 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=11, 5-7=-12 Horz: 2-7=-19, 1-2=-17, 2-4=-23 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 5-7=-20 Horz: 2-7=25, 1-2=-34, 2-4=-28 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 5-7=-20 Horz: 2-7=-8, 1-2=-17, 2-4=-11 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 7-8=-40, 5-8=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-50, 7-8=-35, 5-8=-50 Horz: 2-7=21, 1-2=-5, 2-4=-0 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-36, 2-4=-40, 7-8=-35, 5-8=-50 Horz: 2-7=-7, 1-2=-14, 2-4=-10 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-24, 2-4=-29, 7-8=-35, 5-8=-50 Horz: 2-7=19, 1-2=-26, 2-4=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 7-8=-35, 5-8=-50 Horz: 2-7=-6, 1-2=-13, 2-4=-8 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 5-7=-12 Horz: 2-7=16, 1-2=-16, 2-4=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=4, 5-7=-12 Horz: 2-7=-16, 1-2=-16, 2-4=-16 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248543 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-SiX03QSNnCH?R_i93owfY7dolNrg1rpvyDm_5XzIZut Scale = 1:25.0 1 2 3 4 5 76 2x4 2x4 3x8 4x6 2x4 2x4 -1-2-8 1-2-8 6-1-8 6-1-8 0-11-33-11-156.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.20 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 1-8-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=6-1-8, 2=6-1-8, 7=6-1-8 Max Horz 2=144(LC 10) Max Uplift 6=-41(LC 10), 7=-135(LC 10) Max Grav 6=132(LC 1), 2=134(LC 1), 7=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-252/105 WEBS 4-7=-237/331 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 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) 6 except (jt=lb) 7=135. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248544 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-SiX03QSNnCH?R_i93owfY7dgyNoY1s4vyDm_5XzIZut Scale = 1:15.2 1 2 3 2x4 2x4 2x4 4-11-14 4-11-14 0-0-42-5-156.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.67 0.40 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-11-6, 3=4-11-6 Max Horz 1=85(LC 10) Max Uplift 1=-13(LC 10), 3=-55(LC 10) Max Grav 1=170(LC 1), 3=170(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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 B20001267 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 225 Bridgemont Job Reference (optional) I41248545 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 8 11:50:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:f7kDz8MipJwBdE?0i4lFzqzIc1y-wu5PHmT?XVPs38HLdWRu5KA?QnEemJK2BtVXezzIZus Scale = 1:7.8 1 2 3 2x4 5x6 1-11-14 1-11-14 0-0-40-11-156.00 12 Plate Offsets (X,Y)-- [2:0-1-6,0-0-0], [2:0-9-0,0-1-8], [3:0-1-2,0-0-9] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=1-11-6, 3=1-11-6 Max Horz 1=25(LC 10) Max Uplift 1=-4(LC 10), 3=-16(LC 10) Max Grav 1=50(LC 1), 3=50(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. May 8,2020 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED 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 87 654321BOTTOM CHORDSTOP CHORDSBEARING4 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths