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HomeMy WebLinkAbout19 Heritage at Spring Mills - Seals16023 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 15,2020 Liu, Xuegang Pages or sheets covered by this seal: I41330166 thru I41330275 My license renewal date for the state of Indiana is July 31, 2020. 19_Heritage_at_Spring_Mills 19 Heritage at Spring Mills 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 19_HERITAGE_AT_SPRIN~S Truss GE01 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330166 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-GX0IUGKGwVTHhTd8b69IISrhdbEXOFVpA3eiR?zGEr? Scale = 1:68.1 1 2 3 4 5 6 7 12 11 10 9 81314151617 3x4 4x6 6x6 3x6 3x8 3x4 3x4 3x4 6x6 6x6 3x6 9-0-29-0-2 13-11-144-11-11 22-11-08-11-2 22-11-80-0-8 4-7-5 4-7-5 9-0-2 4-4-13 13-11-14 4-11-11 18-4-7 4-4-9 22-11-8 4-7-1 23-10-8 0-11-0 1-5-1312-0-01-6-712-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-0,0-1-8] 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 0.61 0.77 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.49 0.02 (loc) 10-12 10-12 8 l/defl >915 >559 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 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* 3-10,4-10,4-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 5-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 2-12, 5-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=-547(LC 10) Max Uplift 12=-470(LC 12), 8=-550(LC 12) Max Grav 12=1077(LC 18), 8=1129(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-454/331, 2-3=-980/708, 3-4=-719/599, 4-5=-978/706, 5-6=-499/469, 1-12=-423/332, 6-8=-545/529 BOT CHORD 10-12=-263/887, 9-10=-67/674, 8-9=-82/645 WEBS 2-10=-363/463, 3-10=-290/429, 4-9=-288/503, 5-9=-354/459, 2-12=-816/228, 5-8=-836/165 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-0-2, Exterior(2R) 9-0-2 to 13-3-1, Interior(1) 13-3-1 to 13-11-14, Exterior(2R) 13-11-14 to 18-5-8, Interior(1) 18-5-8 to 23-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint 12 and 550 lb uplift at joint 8. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss GE02 Truss Type Common Supported Gable Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330167 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Cw73vyMWS6j?wmnXiXBmNtw4CP2csAq6dN7pUuzGEqz Scale = 1:54.0 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 4x6 3x6 4x6 4x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-3-012-3-0 -0-11-0 0-11-0 6-1-8 6-1-8 12-3-0 6-1-8 13-2-0 0-11-0 1-7-08-8-121-7-014.00 12 Plate Offsets (X,Y)-- [5:Edge,0-1-14], [10: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.22 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 151 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 2x3 SPF No.2 BRACING- TOP CHORD Sheathed 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 5-13 REACTIONS.All bearings 12-3-0. (lb) - Max Horz 16=-428(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 16=-228(LC 8), 10=-219(LC 12), 14=-211(LC 12), 15=-327(LC 12), 12=-211(LC 12), 11=-327(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14, 12 except 16=337(LC 11), 10=321(LC 17), 13=852(LC 12), 15=415(LC 10), 11=406(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-254/278, 2-3=-287/259, 3-4=-250/529, 4-5=-415/813, 5-6=-415/812, 6-7=-255/534, 7-8=-272/243, 8-10=-244/273 WEBS 5-13=-1044/457, 4-14=-257/351, 3-15=-336/468, 6-12=-257/351, 7-11=-334/466 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=250ft; B=45ft; L=24ft; eave=2ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-11-0 to 2-1-7, Exterior(2N) 2-1-7 to 6-1-8, Corner(3R) 6-1-8 to 9-1-8, Exterior(2N) 9-1-8 to 13-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 lb uplift at joint 16, 219 lb uplift at joint 10, 211 lb uplift at joint 14, 327 lb uplift at joint 15, 211 lb uplift at joint 12 and 327 lb uplift at joint 11. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss GE03 Truss Type Common Structural Gable Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330168 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-8IFpKdNm_jzjA4xvqyEESI0NtCaLK6RP5hcwZnzGEqx Scale = 1:77.2 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 1920 5x8 4x6 3x6 3x4 3x6 3x4 3x4 6x8 3x4 6x18 MT18HS 3x4 6-2-126-2-12 9-2-123-0-0 18-11-09-8-4 18-11-80-0-8 4-8-10 4-8-10 9-2-12 4-6-2 13-11-14 4-9-2 18-11-8 4-11-10 19-10-8 0-11-0 2-1-712-10-101-6-714.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.84 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.54 -0.63 0.01 (loc) 8-9 8-9 8 l/defl >280 >238 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 299 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-9,6-8: 2x4 SPF No.2, 1-12: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEBS 1 Row at midpt 2-10, 3-9, 4-9, 4-8 REACTIONS. (size)12=0-3-8, 10=0-3-8, 8=0-3-8 Max Horz 12=-595(LC 6) Max Uplift 12=-185(LC 8), 10=-608(LC 8), 8=-712(LC 8) Max Grav 12=673(LC 32), 10=831(LC 31), 8=1140(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-581/225, 2-3=-705/659, 3-4=-650/644, 4-6=-738/751, 1-12=-560/213, 6-8=-716/756 BOT CHORD 10-12=-549/595, 9-10=-372/410, 8-9=-191/522 WEBS 2-10=-869/728, 2-9=-275/598, 3-9=-738/618, 4-9=-346/532, 1-10=-263/334, 4-8=-412/220 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 12, 608 lb uplift at joint 10 and 712 lb uplift at joint 8. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 85 lb up at 17-10-1 on top chord, and 111 lb down and 113 lb up at 7-8-7, 104 lb down and 111 lb up at 9-8-7, 104 lb down and 111 lb up at 11-8-7, 104 lb down and 111 lb up at 13-8-7, and 104 lb down and 111 lb up at 15-8-7, and 119 lb down and 137 lb up at 17-8-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss GE03 Truss Type Common Structural Gable Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330168 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:10 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-8IFpKdNm_jzjA4xvqyEESI0NtCaLK6RP5hcwZnzGEqx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 8-12=-20 Concentrated Loads (lb) Vert: 14=-83(F) 15=-68(F) 16=-68(F) 17=-68(F) 18=-68(F) 20=-64(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 19_HERITAGE_AT_SPRIN~S Truss GE05 Truss Type Common Structural Gable Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330169 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-cVpBXzOOk15ZnEV6NflT?VYaYc2D3bkYJLLT5DzGEqw Scale = 1:40.9 1 2 3 4 5 10 8 7 69 6x6 3x4 3x6 3x4 3x6 2x4 3x4 1-5-81-5-8 3-9-82-4-0 7-1-83-4-0 7-7-00-5-8 -1-0-0 1-0-0 3-9-8 3-9-8 7-7-0 3-9-8 8-7-0 1-0-0 1-7-06-0-11-7-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.35 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.03 -0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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* 2-10,4-6: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=1-9-0, 7=0-3-8, 9=0-3-8 Max Horz 10=316(LC 11) Max Uplift 10=-215(LC 12), 7=-263(LC 13), 9=-17(LC 13) Max Grav 10=296(LC 1), 7=367(LC 1), 9=79(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-377/483, 2-10=-341/229, 4-6=-487/559 BOT CHORD 9-10=-308/286, 8-9=-308/286 WEBS 3-7=-426/219 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-9-8, Exterior(2R) 3-9-8 to 6-9-8, Interior(1) 6-9-8 to 8-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 215 lb uplift at joint 10, 263 lb uplift at joint 7 and 17 lb uplift at joint 9. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss GE06 Truss Type Piggyback Base Structural Gable COMMON l l Gable l Gable Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330170 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-YtxyyfQfGeLH1XfUV4nx4wevwQfHXRyrnfqa95zGEqu Scale = 1:78.0 Sheet Front Full Sheathing 1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 17 16 15 14 13 12 11 10 9 8414243 44 3x4 4x6 6x6 3x8 3x4 3x4 3x4 4x8 3x4 3x6 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 8-11-28-11-2 12-3-03-3-14 13-11-141-8-14 22-11-08-11-2 4-6-13 4-6-13 8-11-2 4-4-5 13-11-14 5-0-11 18-4-3 4-4-5 22-11-0 4-6-13 23-10-8 0-11-8 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-0,0-1-8], [15:0-3-0,0-3-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.70 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.42 0.01 (loc) 16-17 16-17 8 l/defl >554 >340 n/a L/d 240 180 n/a PLATES MT20 Weight: 443 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* 3-16,4-16,4-13: 2x4 SPF No.2, 1-17,6-8: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. WEBS 1 Row at midpt 3-16, 4-13 REACTIONS.All bearings 10-11-8 except (jt=length) 17=0-3-8, 14=0-3-8, 14=0-3-8. (lb) - Max Horz 17=-550(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 14, 14 except 13=-399(LC 12), 17=-312(LC 12), 8=-327(LC 12) Max Grav All reactions 250 lb or less at joint(s) 12, 11, 10, 9 except 13=768(LC 18), 17=734(LC 18), 8=467(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-399/322, 2-3=-616/523, 3-4=-478/476, 4-5=-406/440, 5-6=-367/471, 1-17=-387/324, 6-8=-444/533 BOT CHORD 16-17=-310/654, 14-16=-237/421, 13-14=-237/421, 12-13=-73/265, 11-12=-73/265, 10-11=-73/265, 9-10=-73/265, 8-9=-73/265 WEBS 2-16=-402/481, 4-16=-152/599, 4-13=-614/134, 5-13=-410/491, 2-17=-461/149, 5-8=-382/112 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-11-2, Exterior(2R) 8-11-2 to 13-2-1, Interior(1) 13-2-1 to 13-11-14, Exterior(2R) 13-11-14 to 18-5-4, Interior(1) 18-5-4 to 23-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 14 except (jt=lb) 13=399, 17=312, 8=327. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss GE07 Truss Type GABLE Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330171 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-VG2iNLRvoGb?GrptcVqP9LjBQDPx?QB8EzJhE_zGEqs Scale = 1:39.6 Sheet Front Full Sheathing1 Ply 7/16" OSB (APA Rated Sheathing 24/16 Exposure 1) 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 12x18 MT18HS 3x6 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-8-010-8-0 -0-11-8 0-11-8 7-10-12 7-10-12 10-8-0 2-9-4 1-1-06-4-38.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-3], [6:0-3-0,0-0-2], [8:Edge,0-3-8], [9:Edge,0-3-8], [14:0-1-12,0-0-0], [14:0-0-0,0-2-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.80 0.37 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 114 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 8-9: 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-8-0. (lb) - Max Horz 14=382(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14, 9, 10, 12 except 11=-114(LC 12), 13=-313(LC 12) Max Grav All reactions 250 lb or less at joint(s) 9, 10, 11, 12 except 14=282(LC 18), 13=281(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-300/248, 2-3=-667/567, 3-4=-388/395, 4-5=-291/364, 5-6=-178/298, 6-7=-158/283, 7-8=-158/283 BOT CHORD 13-14=-156/277, 12-13=-156/277, 11-12=-156/277, 10-11=-156/277, 9-10=-156/277 WEBS 7-10=-332/280, 5-11=-224/267, 3-13=-350/472 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=250ft; B=45ft; L=24ft; eave=2ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3E) -0-11-8 to 2-0-8, Exterior(2N) 2-0-8 to 7-10-12 , Corner(3E) 7-10-12 to 10-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 MT20 plates 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 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9, 10, 12 except (jt=lb) 11=114, 13=313. 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. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J01 Truss Type Jack-Closed Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330172 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-zSc4ahSXZZjsu?O3ADLehZGV?dq4kwfITd3EmQzGEqr Scale = 1:14.8 1 2 3 4 5 9 8 7 6 10 11 12 3x4 3x4 6x6 3x4 3x4 3x4 2-2-82-2-8 4-5-02-2-8 -0-11-0 0-11-0 0-8-13 0-8-13 4-5-0 3-8-3 1-6-72-4-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.05 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 8-9 8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)9=0-3-0, 7=Mechanical Max Horz 9=154(LC 5) Max Uplift 9=-301(LC 8), 7=-183(LC 5) Max Grav 9=277(LC 31), 7=188(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-218/494, 2-3=-143/411 WEBS 3-9=-601/310 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 9=301, 7=183. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 188 lb up at 0-8-13, and 96 lb down and 88 lb up at 2-7-4 on top chord, and 48 lb down and 101 lb up at 0-8-9, and 17 lb down and 33 lb up at 2-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-20, 6-9=-20 Concentrated Loads (lb) Vert: 3=38(B) 11=1(B) 12=1(B)May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J02 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330173 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-vrkr?NUn5B_a7JYSIeN6n_LrMRWXCraawxYLrJzGEqp Scale = 1:17.5 1 2 3 4 5 6 12 11 10 9 8 7 3x4 3x6 4x6 3x4 3x4 3x4 3x4 3x8 5x6 1-2-31-2-3 2-3-81-1-5 4-5-02-1-8 -0-11-0 0-11-0 1-2-3 1-2-3 2-3-8 1-1-5 4-5-0 2-1-8 1-6-72-11-02-3-00-8-02-11-014.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [9:0-4-4,0-3-8], [10: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-12: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-0, 8=Mechanical Max Horz 12=172(LC 12) Max Uplift 12=-139(LC 12), 8=-141(LC 9) Max Grav 12=234(LC 1), 8=175(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 8-9=-181/257 WEBS 4-8=-304/200 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 4-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 12=139, 8=141. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J03 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330174 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-N1IDDiUPsU6RlS7erLuLJBu0MqrHxHsk9bHuNlzGEqo Scale = 1:24.3 1 2 3 4 5 6 11 10 9 8 7 3x4 3x6 3x4 3x4 3x4 5x8 4x8 2-3-82-3-8 4-5-02-1-8 -0-11-0 0-11-0 2-3-15 2-3-15 4-5-0 2-1-1 1-6-74-3-03-7-00-8-04-3-014.00 12 Plate Offsets (X,Y)-- [3:0-1-15,0-0-0], [3:0-2-11,Edge], [9:0-4-4,0-3-4], [10: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.09 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 10 9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-0, 8=Mechanical Max Horz 11=250(LC 9) Max Uplift 11=-111(LC 12), 8=-193(LC 9) Max Grav 11=248(LC 18), 8=214(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-11=-350/349, 4-8=-355/274 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 11=111, 8=193. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J04 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330175 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-rDsbQ2V2doEINchqP2PasPQ56EBPgk4tOF1SvCzGEqn Scale = 1:31.1 1 2 3 4 5 6 11 10 9 8 7 3x4 3x6 4x6 3x4 4x10 3x4 3x6 4x8 2-3-82-3-8 4-5-02-1-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-5-10 1-2-2 4-5-0 0-11-6 1-6-75-7-04-11-00-8-05-7-014.00 12 Plate Offsets (X,Y)-- [4:0-4-8,0-1-12], [9:0-4-4,0-3-4], [10: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.09 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 10 10-11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-10: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-11: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)11=0-3-0, 8=Mechanical Max Horz 11=331(LC 9) Max Uplift 11=-72(LC 12), 8=-262(LC 9) Max Grav 11=312(LC 18), 8=272(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 3-9=-248/306, 8-9=-278/324 WEBS 9-11=-514/513, 3-8=-382/307 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-2-3, Interior(1) 2-2-3 to 3-5-10, Exterior(2E) 3-5-10 to 4-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 11 except (jt=lb) 8=262. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J05 Truss Type Jack-Closed Qty 4 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330176 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-JQQzeOWgO6M9_mG1zmwpOczCKeWRPAz1cvm?SezGEqm Scale = 1:36.7 1 2 3 4 5 10 9 8 7 6 3x4 3x6 3x4 6x6 3x4 3x6 4x8 2-3-82-3-8 4-5-02-1-8 -0-11-0 0-11-0 2-3-8 2-3-8 4-5-0 2-1-8 1-6-76-8-46-0-40-8-014.00 12 Plate Offsets (X,Y)-- [8:0-4-4,0-3-4], [9: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.77 0.11 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 9 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-9: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-10: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-0, 7=Mechanical Max Horz 10=382(LC 9) Max Uplift 10=-93(LC 8), 7=-308(LC 9) Max Grav 10=367(LC 18), 7=329(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-261/260, 4-7=-268/233 BOT CHORD 3-8=-297/354, 7-8=-308/354 WEBS 8-10=-602/601, 2-8=-218/265, 3-7=-459/375 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-2-3, Interior(1) 2-2-3 to 4-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 7=308. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J06 Truss Type Jack-Closed Qty 8 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330177 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-oczMrkXI9PU0cwrDXTS2xqWLG2rq8cEArZWZ_4zGEql Scale = 1:36.7 1 2 3 4 7 6 53x4 3x6 3x4 6x6 4-5-04-5-0 -0-11-0 0-11-0 4-5-0 4-5-0 1-6-76-8-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.95 0.16 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing. REACTIONS. (size)7=0-3-0, 6=Mechanical Max Horz 7=398(LC 9) Max Uplift 7=-95(LC 8), 6=-310(LC 9) Max Grav 7=369(LC 18), 6=331(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-329/216, 2-3=-396/399, 3-6=-445/377 BOT CHORD 6-7=-584/584 WEBS 2-6=-500/500 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=310. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J07 Truss Type Jack-Closed Qty 11 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330178 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-GoXk24XwwjcsE4QP4BzHU12W5SB7t4vK4DF6WWzGEqk Scale = 1:36.7 1 2 3 6 5 4 3x6 3x4 6x6 3x4 4-4-84-3-12 4-4-8 4-4-8 1-3-81-7-06-8-40-3-814.00 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-P 0.95 0.16 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 5-6 5-6 6 l/defl >999 >999 n/a L/d 240 180 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 *Except* 1-5: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-1-8 Max Horz 5=365(LC 9) Max Uplift 5=-309(LC 9), 6=-77(LC 8) Max Grav 5=333(LC 10), 6=333(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-354/291, 1-2=-401/411, 2-5=-460/388 WEBS 1-5=-440/440 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=309. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J08 Truss Type Jack-Open Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330179 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-CBfUTmZARKsaTNaoCc?mZS70cFu4L0HcXWkDbPzGEqi Scale = 1:15.0 1 2 5 3 43x4 3x4 2-0-01-11-8 -0-11-0 0-11-0 2-0-0 2-0-0 1-0-112-4-111-11-72-4-118.00 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-R 0.31 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=177(LC 12) Max Uplift 5=-59(LC 12), 3=-78(LC 12), 4=-23(LC 12) Max Grav 5=156(LC 1), 3=54(LC 17), 4=34(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J09 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330180 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-gNDsh6aoCe_R5X9_mJW?5gg4dfD24TXmmAUm7rzGEqh Scale = 1:14.7 1 2 5 3 4 4x6 3x6 1-4-61-3-12 -1-10-3 1-10-3 1-4-6 1-4-6 1-6-72-3-140-4-151-11-02-3-156.95 12 Plate Offsets (X,Y)-- [2:0-3-0,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-R 0.74 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 Sheathed or 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-4-12 Max Horz 5=202(LC 12) Max Uplift 3=-46(LC 1), 4=-64(LC 12), 5=-158(LC 12) Max Grav 3=29(LC 8), 4=35(LC 10), 5=267(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-238/423 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=158. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J10 Truss Type Jack-Closed Qty 5 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330181 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-8anFuRbRzy6IihkAJ01EetDIB3VppoIv?qDJfIzGEqg Scale = 1:48.6 1 2 3 4 7 65 3x4 5x6 3x4 6x6 6-3-06-3-0 -0-11-0 0-11-0 6-3-0 6-3-0 1-7-08-10-814.00 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-P 0.56 0.36 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.14 -0.01 (loc) 6-7 6-7 6 l/defl >999 >507 n/a L/d 240 180 n/a PLATES MT20 Weight: 42 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF 2100F 1.8E, 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed 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 3-6 REACTIONS. (size)7=0-3-8, 6=Mechanical Max Horz 7=521(LC 9) Max Uplift 7=-102(LC 8), 6=-380(LC 9) Max Grav 7=465(LC 18), 6=436(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-407/240, 2-3=-550/561, 3-6=-632/532 BOT CHORD 6-7=-781/778 WEBS 2-6=-642/646 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=102, 6=380. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J11 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330182 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-cmLd6nb3kFE9KrJNtkYTB5lPZTuIYN13DUztBkzGEqf Scale = 1:15.6 1 2 5 3 4 4x8 3x4 1-7-141-7-2 -1-10-3 1-10-3 1-7-14 1-7-14 1-6-72-5-146.95 12 Plate Offsets (X,Y)-- [2:0-4-1,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-R 0.77 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 Sheathed or 1-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-6-9 Max Horz 5=213(LC 12) Max Uplift 3=-33(LC 9), 4=-51(LC 12), 5=-153(LC 12) Max Grav 3=19(LC 10), 4=34(LC 10), 5=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-229/397 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=153. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J12 Truss Type Jack-Open Qty 3 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330183 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-4yv?J7chVZM0y?tZRR4ijIIibsEmHqHCS8iQkAzGEqe Scale = 1:15.8 1 2 5 3 4 3x4 3x4 2-3-02-2-8 -0-11-0 0-11-0 2-3-0 2-3-0 1-0-112-6-112-1-72-6-118.00 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-R 0.31 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 Sheathed or 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=186(LC 12) Max Uplift 5=-60(LC 12), 3=-86(LC 12), 4=-22(LC 12) Max Grav 5=162(LC 1), 3=62(LC 17), 4=38(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J13 Truss Type Jack-Closed Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:30 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Z9SNWTdJGtUtZ9Sl?9bxGWrpeGbu0G1LhoS_GczGEqd Scale = 1:17.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 3x4 3x4 6x6 3x4 3x4 3x4 0-0-80-0-8 3-2-83-2-0 6-5-03-2-8 -0-11-0 0-11-0 0-10-8 0-10-8 6-5-0 5-6-8 1-6-72-6-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.08 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 7=Mechanical Max Horz 9=163(LC 7) Max Uplift 9=-377(LC 8), 7=-251(LC 5) Max Grav 9=311(LC 39), 7=268(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-213/475, 2-3=-142/400, 4-7=-238/261 WEBS 3-9=-590/341 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=377, 7=251. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 184 lb up at 0-10-8, and 100 lb down and 98 lb up at 2-7-4, and 100 lb down and 98 lb up at 4-7-4 on top chord, and 44 lb down and 90 lb up at 0-10-5, and 19 lb down and 33 lb up at 2-7-4, and 19 lb down and 33 lb up at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-20, 6-9=-20 Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J13 Truss Type Jack-Closed Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330184 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-1L0lkpex1AckBJ1yYs6AojN_Ogx7ljHVwSBXo3zGEqc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=29(F) 12=7(F) 13=0(F) 14=0(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 19_HERITAGE_AT_SPRIN~S Truss J14 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330185 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-VXa8x9eZoUkbpSc86adPLxwCS4GfU8le86x4KVzGEqb Scale = 1:24.9 1 2 3 4 5 9 8 7 6 3x4 3x6 4x6 3x4 3x4 3x4 0-0-80-0-8 2-0-31-11-11 6-5-04-4-13 -0-11-0 0-11-0 2-0-3 2-0-3 6-5-0 4-4-13 1-6-73-10-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.13 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 9-11-12 oc bracing. REACTIONS. (size)9=0-3-8, 7=Mechanical Max Horz 9=245(LC 9) Max Uplift 9=-178(LC 12), 7=-191(LC 9) Max Grav 9=311(LC 1), 7=256(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-305/180 BOT CHORD 8-9=-349/349, 7-8=-211/293 WEBS 3-7=-298/191 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 9=178, 7=191. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330186 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-zj8W9VfBZotSQcBKgH8eu8THFUdJDZVoNmgetxzGEqa Scale = 1:33.2 1 2 3 4 5 9 8 7 6 3x4 3x6 3x4 3x4 3x4 4x6 0-0-80-0-8 3-1-153-1-7 6-5-03-3-1 -0-11-0 0-11-0 3-1-15 3-1-15 6-5-0 3-3-1 1-6-75-2-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.10 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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* 2-9: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 8-7-11 oc bracing. REACTIONS. (size)9=0-3-8, 7=Mechanical Max Horz 9=326(LC 9) Max Uplift 9=-154(LC 12), 7=-234(LC 9) Max Grav 9=312(LC 18), 7=292(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-288/168 BOT CHORD 8-9=-471/471, 7-8=-231/296 WEBS 2-8=-194/263, 3-7=-391/267 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-1-15, Exterior(2E) 3-1-15 to 6-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 9=154, 7=234. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330187 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-RwiuMrgqK5?J2mmWE?ftQM?Tatxmyy7xcQQBPOzGEqZ Scale = 1:40.8 1 2 3 4 5 9 8 7 6 3x4 3x6 3x4 3x6 3x4 4x6 0-0-80-0-8 4-3-104-3-2 6-5-02-1-6 -0-11-0 0-11-0 4-3-10 4-3-10 6-5-0 2-1-6 1-6-76-6-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.15 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.03 0.00 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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* 2-9: 2x4 SPF-S Stud, 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. REACTIONS. (size)9=0-3-8, 7=Mechanical Max Horz 9=406(LC 9) Max Uplift 9=-121(LC 12), 7=-290(LC 9) Max Grav 9=361(LC 18), 7=340(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-326/159, 2-3=-267/172 BOT CHORD 8-9=-593/593, 7-8=-218/265 WEBS 2-8=-347/394, 3-7=-529/364 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-3-10, Exterior(2E) 4-3-10 to 6-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 9=121, 7=290. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330188 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-NIqenWi4sjF0H4wvLPiLVn5mghZaQpaE3kvITGzGEqX Scale = 1:48.8 1 2 3 4 5 8 7 6 3x4 3x6 4x6 3x4 6x8 0-0-80-0-8 3-2-83-2-0 6-5-03-2-8 -0-11-0 0-11-0 5-5-6 5-5-6 6-5-0 0-11-10 1-6-77-10-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.83 0.39 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 -0.00 (loc) 7-8 7-8 7 l/defl >931 >465 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-8: 2x4 SPF-S Stud, 4-7: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-5. BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. REACTIONS. (size)8=0-3-8, 7=Mechanical Max Horz 8=487(LC 9) Max Uplift 8=-85(LC 8), 7=-356(LC 9) Max Grav 8=428(LC 18), 7=401(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-368/174, 2-3=-431/430 BOT CHORD 7-8=-715/715 WEBS 3-7=-515/433, 2-7=-542/549 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-5-6, Exterior(2E) 5-5-6 to 6-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 7=356. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J18 Truss Type Jack-Closed Qty 14 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330189 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-rVN0_siid0NtvEV5v7Da2_d_J5vo9I9NIOer0izGEqW Scale = 1:49.4 1 2 3 4 7 6 5 3x4 5x6 3x4 6x6 6-5-06-4-8 -0-11-0 0-11-0 6-5-0 6-5-0 1-6-79-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.39 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.15 -0.01 (loc) 6-7 6-7 6 l/defl >931 >465 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x4 SPF 2100F 1.8E, 2-6: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed 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 3-6 REACTIONS. (size)7=0-3-8, 6=Mechanical Max Horz 7=530(LC 11) Max Uplift 7=-102(LC 8), 6=-383(LC 9) Max Grav 7=472(LC 18), 6=445(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-412/237, 2-3=-563/575, 3-6=-648/546 BOT CHORD 6-7=-796/793 WEBS 2-6=-653/656 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 6-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=102, 6=383. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J19 Truss Type Jack-Closed Qty 6 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330190 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-KhxPCCjKOKVkXN4ITqkpbCA9gVFxumnXX2OPY9zGEqV Scale = 1:49.4 1 2 3 6 5 4 3x4 5x6 3x4 6x6 6-5-06-5-0 6-5-0 6-5-0 1-6-79-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.39 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.16 -0.01 (loc) 5-6 5-6 5 l/defl >912 >456 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Sheathed 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 2-5 REACTIONS. (size)6=Mechanical, 5=Mechanical Max Horz 6=499(LC 11) Max Uplift 6=-80(LC 8), 5=-380(LC 9) Max Grav 6=437(LC 18), 5=450(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-398/299, 1-2=-573/588, 2-5=-666/559 BOT CHORD 5-6=-760/754 WEBS 1-5=-611/618 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-7 to 3-0-7, Interior(1) 3-0-7 to 6-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 5=380. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J20 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330191 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-otVnPYky8edb8XeU0YF27PjIwuf7dLlgli7y4bzGEqU Scale = 1:15.3 1 2 5 3 4 4x8 3x6 1-5-91-4-14 -2-0-3 2-0-3 1-5-9 1-5-9 1-7-02-5-20-4-152-0-42-5-36.95 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.77 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 Sheathed or 1-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=216(LC 12) Max Uplift 3=-100(LC 17), 4=-63(LC 12), 5=-182(LC 12) Max Grav 3=121(LC 31), 4=36(LC 10), 5=289(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-258/464 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=182. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 132 lb up at 1-5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J21 Truss Type Jack-Open Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330192 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-kGdXqElDgFtJOrot8zHWCqok4iKk5FFzD0c39UzGEqS Scale = 1:15.4 1 2 5 3 4 3x4 3x6 2-1-02-1-0 -1-0-0 1-0-0 2-1-0 2-1-0 1-1-02-5-112-0-72-5-118.00 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-R 0.34 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 Sheathed or 2-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=185(LC 12) Max Uplift 5=-66(LC 12), 3=-77(LC 12), 4=-24(LC 12) Max Grav 5=165(LC 1), 3=54(LC 17), 4=35(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J22 Truss Type Jack-Open Girder Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330193 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-gflIFwnTCs71d9yFFOK_IFt2WW?fZ9kGgK5ADMzGEqQ Scale: 3/4"=1' 1 2 3 6 4 7 5 4x6 3x6 3x4 0-0-80-0-8 0-10-100-10-2 2-4-81-5-14 -0-11-0 0-11-0 0-10-10 0-10-10 2-4-8 1-5-14 1-6-72-6-132-3-52-6-1314.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.47 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.06 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 Sheathed or 2-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=227(LC 8) Max Uplift 6=-171(LC 4), 4=-99(LC 8), 5=-93(LC 8) Max Grav 6=214(LC 41), 4=76(LC 39), 5=62(LC 33) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 6=171. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 171 lb up at 0-10-10 on top chord, and 53 lb down and 149 lb up at 0-10-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=34(F) 7=-0(F) May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J23 Truss Type Jack-Open Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330194 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-8rJgSFo5zAFuFIXRp5rDqTQCxvKrIc_Pv_rjmpzGEqP Scale = 1:22.8 1 2 3 6 4 5 5x6 3x8 3x4 0-0-80-0-8 2-0-61-11-14 2-4-80-4-2 -0-11-0 0-11-0 2-0-6 2-0-6 2-4-8 0-4-2 1-6-73-10-133-7-53-10-1314.00 12 Plate Offsets (X,Y)-- [3:0-1-5,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.56 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.08 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-4-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=314(LC 12) Max Uplift 4=-164(LC 12), 5=-83(LC 12) Max Grav 6=166(LC 1), 4=94(LC 17), 5=61(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=164. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J24 Truss Type Jack-Open Qty 4 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330195 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-c1s2gbojkUNltS6eNoMSNgyNNJgr13EZ8eaGIFzGEqO Scale = 1:24.9 1 2 5 3 4 5x6 3x8 2-4-82-4-0 -0-11-0 0-11-0 2-4-8 2-4-8 1-6-74-3-113-8-94-3-1114.00 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-R 0.58 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.01 -0.07 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=330(LC 12) Max Uplift 3=-187(LC 12), 4=-88(LC 12) Max Grav 5=166(LC 1), 3=105(LC 17), 4=63(LC 10) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=187. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J25 Truss Type Jack-Open Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330196 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-5EQQtxpLVnVcUchqxWthvuVcIj2jmWUiMIKqqhzGEqN Scale: 3/4"=1' 1 2 5 3 4 3x4 3x4 2-3-42-2-12 -0-11-0 0-11-0 2-3-4 2-3-4 1-0-112-6-132-1-102-6-138.00 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-R 0.31 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 Sheathed or 2-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=187(LC 12) Max Uplift 5=-60(LC 12), 3=-87(LC 12), 4=-22(LC 12) Max Grav 5=163(LC 1), 3=63(LC 17), 4=38(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J26 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330197 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ZQ_o5HqzG5dT6mG0UDOwS52j67PjVybsby3NM7zGEqM Scale = 1:15.6 1 2 5 4 3 3x6 3x4 3x4 1-8-21-7-6 -1-10-3 1-10-3 1-8-2 1-8-2 1-6-72-6-12-1-32-6-16.95 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 0.56 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-6-9 Max Horz 5=111(LC 12) Max Uplift 3=-33(LC 1), 4=-107(LC 12), 5=-198(LC 12) Max Grav 3=86(LC 12), 4=44(LC 10), 5=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-244/347 WEBS 2-4=-153/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=107, 5=198. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J27 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330198 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Vo6ZWzsEoiuAL4PPceROXW72cw5Azs483FYUR0zGEqK Scale = 1:15.6 1 2 5 4 3 3x6 3x4 3x4 1-8-21-7-6 -1-10-3 1-10-3 1-8-2 1-8-2 1-6-72-6-10-4-152-1-32-6-16.95 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 0.56 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-6-9 Max Horz 5=111(LC 12) Max Uplift 3=-33(LC 1), 4=-107(LC 12), 5=-198(LC 12) Max Grav 3=86(LC 12), 4=44(LC 10), 5=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-244/347 WEBS 2-4=-153/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=107, 5=198. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J28 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330199 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-z?gxjJssZ001zD_bAMyd4kgA0KPZiKTIHvI1zSzGEqJ Scale = 1:15.7 1 2 5 3 4 4x8 3x4 1-7-41-6-10 -1-10-3 1-10-3 1-7-4 1-7-4 1-7-02-6-22-1-42-6-26.95 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 Sheathed or 1-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=213(LC 12) Max Uplift 3=-128(LC 14), 4=-57(LC 12), 5=-147(LC 12) Max Grav 3=98(LC 31), 4=36(LC 10), 5=260(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-231/398 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=128, 5=147. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 171 lb up at 1-7-2 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J29 Truss Type Jack-Open Qty 3 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330200 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-RBEJxftUKK8ubNZoj3TscxCU0knSRmjRWZ1bVvzGEqI Scale = 1:15.8 1 2 3 4 5 3x12 5x6 2-2-82-2-8 -0-11-0 0-11-0 2-2-8 2-2-8 1-1-02-6-112-1-72-6-118.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 1-9-4 BRACING- TOP CHORD Sheathed or 2-2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=130(LC 12) Max Uplift 4=-114(LC 12), 2=-59(LC 12) Max Grav 4=72(LC 17), 2=153(LC 1), 5=43(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 4=114. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J30 Truss Type JACK-OPEN Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330201 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-vNnh8?u65dGlCX8_Hn_599lcT85uADzblDn82LzGEqH Scale = 1:16.4 1 2 5 3 4 3x4 3x4 2-4-82-4-8 -0-11-0 0-11-0 2-4-8 2-4-8 1-1-02-8-02-2-132-8-08.00 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-R 0.33 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 Sheathed or 2-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-8, 3=Mechanical, 4=Mechanical Max Horz 5=192(LC 12) Max Uplift 5=-58(LC 12), 3=-93(LC 12), 4=-22(LC 12) Max Grav 5=166(LC 1), 3=67(LC 17), 4=41(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J31 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330202 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-NaL4LKvkrxOcqhjArUVKhMIglXQrvgDkztWianzGEqG Scale = 1:16.2 1 2 5 3 4 4x8 3x4 1-9-91-8-15 -1-10-3 1-10-3 1-9-9 1-9-9 1-7-02-7-80-4-142-2-92-7-86.95 12 Plate Offsets (X,Y)-- [2:0-4-1,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-R 0.81 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 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 Sheathed or 1-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=220(LC 12) Max Uplift 3=-37(LC 9), 4=-51(LC 12), 5=-146(LC 12) Max Grav 3=25(LC 10), 4=36(LC 10), 5=258(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/387 NOTES-(7-8) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=146. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 8) It is extremely important to properly install temporary lateral restraint and diagonal bracing, in accordance with BCSI-B2 or using proprietary methods (e.g. Stabilizer, etc.). May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J33 Truss Type Jack-Open Girder Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330203 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-smvSZgvNcFWTSrIMPB0ZEaqvzxl9e7TuCXGF6DzGEqF Scale = 1:18.5 1 2 3 6 4 7 5 4x6 3x6 4x6 0-0-80-0-8 1-3-131-3-5 2-4-01-0-3 -0-11-0 0-11-0 1-3-13 1-3-13 2-4-0 1-0-3 1-6-73-0-132-9-53-0-1314.00 12 Plate Offsets (X,Y)-- [3:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.52 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.02 -0.08 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 Sheathed or 2-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=259(LC 8) Max Uplift 6=-116(LC 4), 4=-168(LC 8), 5=-124(LC 8) Max Grav 6=182(LC 1), 4=121(LC 31), 5=78(LC 25) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=116, 4=168, 5=124. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 86 lb down and 28 lb up at 2-3-4, and 123 lb down and 176 lb up at 1-3-12 on top chord, and 64 lb down and 119 lb up at 1-3-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=-25(F) 7=-14(F) May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J34 Truss Type Jack-Open Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330204 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-KyTqm0w?NYeK3?tZyvXonnN7gL7kNaj1RB0oegzGEqE Scale = 1:18.4 1 2 3 6 4 5 3x12 5x6 3-0-42-11-12 -0-11-0 0-11-0 3-0-4 3-0-4 1-0-113-0-132-7-103-0-138.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.01 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 2-0-9 BRACING- TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8, 5=Mechanical Max Horz 2=166(LC 12) Max Uplift 4=-148(LC 12), 2=-64(LC 12) Max Grav 4=102(LC 17), 2=182(LC 1), 5=59(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 4=148. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J35 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330205 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-o91C_Mxd8smBh8SlWc31J?wFulUM60iAgrlMB6zGEqD Scale = 1:18.1 1 2 5 4 3 3x4 3x4 3x6 2-6-82-5-12 -1-10-3 1-10-3 2-6-8 2-6-8 1-6-73-0-12-7-33-0-16.95 12 Plate Offsets (X,Y)-- [4:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-6-9, 4=Mechanical Max Horz 5=244(LC 12) Max Uplift 3=-21(LC 9), 5=-153(LC 12), 4=-105(LC 12) Max Grav 3=29(LC 17), 5=265(LC 1), 4=58(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-241/323 BOT CHORD 4-5=-288/145 WEBS 2-4=-165/328 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=153, 4=105. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J36 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330206 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-o91C_Mxd8smBh8SlWc31J?wFulUM60iAgrlMB6zGEqD Scale = 1:18.1 1 2 5 4 3 3x4 3x4 3x6 2-6-82-5-12 -1-10-3 1-10-3 2-6-8 2-6-8 1-6-73-0-12-7-33-0-16.95 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 0.56 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 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 *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-6-9, 4=Mechanical Max Horz 5=244(LC 12) Max Uplift 3=-21(LC 9), 5=-153(LC 12), 4=-105(LC 12) Max Grav 3=29(LC 17), 5=265(LC 1), 4=58(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-241/323 BOT CHORD 4-5=-288/145 WEBS 2-4=-165/328 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 5=153, 4=105. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J37 Truss Type Jack-Closed Qty 5 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330207 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-GLbaBiyFvAu2JI0x4KaGsCSWB9qgrT?KuVVvjYzGEqC Scale = 1:17.4 1 2 3 4 7 6 5 8 3x4 3x6 3x4 3x4 2-8-82-8-0 -0-11-0 0-11-0 2-8-8 2-8-8 1-0-112-10-58.00 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-P 0.14 0.05 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 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 2x3 SPF No.2 *Except* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 6=Mechanical Max Horz 7=163(LC 11) Max Uplift 7=-101(LC 12), 6=-91(LC 9) Max Grav 7=171(LC 1), 6=127(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-339/216 WEBS 2-6=-183/313 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-8-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=101. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J38 Truss Type Jack-Closed Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330208 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-kX9zP2ztgT0vwSb8e15VOQ?hjYAzaxWT79ESF?zGEqB Scale = 1:17.4 1 2 3 6 5 43x4 3x4 3x4 3x4 2-8-02-8-0 2-8-0 2-8-0 1-1-02-10-58.00 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-P 0.15 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 5=Mechanical Max Horz 6=145(LC 11) Max Uplift 6=-14(LC 8), 5=-93(LC 12) Max Grav 6=125(LC 18), 5=140(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-276/190 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 5. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss J39 Truss Type Jack-Open Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330209 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:26:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-kX9zP2ztgT0vwSb8e15VOQ?ZXY8KaxST79ESF?zGEqB Scale = 1:17.1 1 2 5 3 4 3x4 4x8 2-3-132-2-8 -1-8-9 1-8-9 2-3-13 2-3-13 1-5-82-9-90-4-142-4-112-9-96.95 12 Plate Offsets (X,Y)-- [2:0-4-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.68 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 Sheathed or 2-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 5=0-7-1, 4=Mechanical Max Horz 5=129(LC 12) Max Uplift 3=-51(LC 12), 5=-167(LC 12), 4=-15(LC 12) Max Grav 3=40(LC 17), 5=245(LC 1), 4=37(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-214/352 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=167. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss PB01 Truss Type Piggyback Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330210 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-gwGjpk_7C5GcAmlWlS7zUr41_Mqk2r4maTjZKtzGEq9 Scale = 1:41.0 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 3x6 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-1-024-1-0 2-9-0 2-9-0 20-5-0 17-8-0 24-1-0 3-8-0 0-4-71-8-80-1-80-4-30-1-81-8-88.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2], [10:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.09 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 59 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 Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-4-12. (lb) - Max Horz 2=-57(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-108(LC 12), 15=-163(LC 12), 16=-173(LC 8), 18=-143(LC 12), 14=-178(LC 9), 13=-133(LC 12), 11=-117(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=317(LC 1), 16=327(LC 24), 18=305(LC 23), 14=336(LC 23), 13=300(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-14=-255/227 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 2-9-0, Exterior(2R) 2-9-0 to 6-11-15 , Interior(1) 6-11-15 to 20-5-0, Exterior(2E) 20-5-0 to 23-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2, 163 lb uplift at joint 15, 173 lb uplift at joint 16, 143 lb uplift at joint 18, 178 lb uplift at joint 14, 133 lb uplift at joint 13 and 117 lb uplift at joint 11. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss PB02 Truss Type Piggyback Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330211 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-86q514?mzOOTnwKjJ9eC02dCmmAznHlwp7T7sJzGEq8 Scale = 1:41.0 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 3x6 6x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-1-024-1-0 6-3-0 6-3-0 15-9-0 9-6-0 24-1-0 8-4-0 0-4-74-0-80-1-80-4-30-1-84-0-88.00 12 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-2], [7:0-0-0,0-1-12], [7:0-2-8,0-1-12], [8:0-1-4,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.16 0.09 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 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 Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-4-12. (lb) - Max Horz 2=-138(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 14=-182(LC 9), 15=-122(LC 9), 17=-231(LC 12), 13=-126(LC 12), 12=-238(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=335(LC 23), 15=294(LC 1), 17=337(LC 17), 13=296(LC 24), 12=326(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-255/229, 3-17=-248/265, 9-12=-244/279 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 6-3-0, Exterior(2R) 6-3-0 to 10-5-15, Interior(1) 10-5-15 to 15-9-0, Exterior(2R) 15-9-0 to 20-0-8, Interior(1) 20-0-8 to 23-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10 except (jt=lb) 14=182, 15=122, 17=231, 13=126, 12=238. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss PB03 Truss Type Piggyback Qty 2 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330212 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-dJOTEP0OkiWKP3vvtt9RZGANcAVNWj232nCgOmzGEq7 Scale = 1:45.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-1-024-1-0 9-9-0 9-9-0 11-1-0 1-4-0 24-1-0 13-0-0 0-4-76-4-80-1-80-4-30-1-86-4-88.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-0-2], [6:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.16 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 70 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 Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-4-12. (lb) - Max Horz 2=-219(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 14=-118(LC 12), 15=-193(LC 12), 17=-306(LC 12), 13=-255(LC 12), 12=-218(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=404(LC 18), 15=416(LC 17), 17=424(LC 17), 13=419(LC 18), 12=369(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/114, 9-10=-265/93 BOT CHORD 2-17=-86/296, 15-17=-86/296, 14-15=-86/296, 13-14=-86/296, 12-13=-86/296, 10-12=-86/296 WEBS 3-17=-281/344, 8-13=-256/305, 9-12=-233/258 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 9-9-0, Exterior(2E) 9-9-0 to 11-1-0, Exterior(2R) 11-1-0 to 15-3-15, Interior(1) 15-3-15 to 23-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 14, 193 lb uplift at joint 15, 306 lb uplift at joint 17, 255 lb uplift at joint 13 and 218 lb uplift at joint 12. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss PB04 Truss Type Piggyback Qty 9 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330213 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-5VysSl00V0eB1DU5Qahg5TiYLZrcFAGCHRyDxCzGEq6 Scale = 1:49.2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-1-024-1-0 10-3-14 10-3-14 24-1-0 13-9-2 0-4-76-9-10-1-80-4-30-1-88.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-1-8] 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 0.16 0.15 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 10 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 71 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-4-12. (lb) - Max Horz 2=-231(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 13=-138(LC 12), 14=-210(LC 12), 16=-304(LC 12), 12=-253(LC 12), 11=-219(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 13=409(LC 18), 14=418(LC 17), 16=424(LC 17), 12=419(LC 18), 11=369(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-303/123, 8-9=-298/107 BOT CHORD 2-16=-98/325, 14-16=-98/325, 13-14=-98/325, 12-13=-98/325, 11-12=-98/325, 9-11=-98/325 WEBS 4-14=-250/261, 3-16=-281/342, 7-12=-256/303, 8-11=-233/259 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-11 to 3-3-11, Interior(1) 3-3-11 to 10-3-14 , Exterior(2R) 10-3-14 to 13-3-14, Interior(1) 13-3-14 to 23-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 13, 210 lb uplift at joint 14, 304 lb uplift at joint 16, 253 lb uplift at joint 12 and 219 lb uplift at joint 11. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss PB05 Truss Type Piggyback Qty 14 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330214 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ZhWEf51eGJm2eN3H_ICvehFkmzDc_flMV5hnTezGEq5 Scale = 1:16.7 1 2 3 4 5 6 4x6 3x4 3x4 2x4 4-11-114-11-11 2-5-14 2-5-14 4-11-11 2-5-14 0-5-102-9-50-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:Edge,0-1-14], [4:0-2-10,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.03 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 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 Sheathed or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=3-11-8, 4=3-11-8, 6=3-11-8 Max Horz 2=-113(LC 10) Max Uplift 2=-95(LC 12), 4=-95(LC 12) Max Grav 2=110(LC 1), 4=110(LC 1), 6=118(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 95 lb uplift at joint 2 and 95 lb uplift at joint 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss PB06 Truss Type Piggyback Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330215 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ZhWEf51eGJm2eN3H_ICvehFkgzDb_flMV5hnTezGEq5 Scale = 1:20.4 1 2 3 4 5 6 4x6 3x4 3x4 2x4 5-0-115-0-11 2-6-6 2-6-6 5-0-11 2-6-6 0-5-102-9-150-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:Edge,0-1-14], [4:0-2-10,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 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 Sheathed or 5-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=4-0-8, 4=4-0-8, 6=4-0-8 Max Horz 2=-115(LC 10) Max Uplift 2=-97(LC 12), 4=-97(LC 12) Max Grav 2=112(LC 1), 4=112(LC 1), 6=121(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 97 lb uplift at joint 2 and 97 lb uplift at joint 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss PBE04 Truss Type Piggyback Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330216 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-1t4ctR2G1dvvGXeUY?j8BunuQNZqj6?VklRK?5zGEq4 Scale = 1:20.4 1 2 3 4 5 6 4x6 3x4 3x4 2x4 5-0-115-0-11 2-6-6 2-6-6 5-0-11 2-6-6 0-5-102-9-150-1-80-5-100-1-814.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:Edge,0-1-14], [4:0-2-10,0-1-8] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.04 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 15 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 Sheathed or 5-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=4-0-8, 4=4-0-8, 6=4-0-8 Max Horz 2=-115(LC 10) Max Uplift 2=-97(LC 12), 4=-97(LC 12) Max Grav 2=112(LC 1), 4=112(LC 1), 6=121(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 97 lb uplift at joint 2 and 97 lb uplift at joint 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T01 Truss Type Piggyback Base Qty 13 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330218 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-zGBMH74WYE9dVrnsfQlcGJt6DB2oBrcoB3wR4zzGEq2 Scale = 1:68.1 1 2 3 4 5 6 7 12 11 10 9 81314151617 3x4 4x6 6x6 3x6 3x8 3x4 3x4 3x4 6x6 6x6 3x6 9-0-29-0-2 13-11-144-11-11 22-11-08-11-2 22-11-80-0-8 4-7-5 4-7-5 9-0-2 4-4-13 13-11-14 4-11-11 18-4-7 4-4-9 22-11-8 4-7-1 23-10-8 0-11-0 1-5-1312-0-01-6-712-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-0,0-1-8] 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 0.61 0.77 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.30 -0.49 0.02 (loc) 10-12 10-12 8 l/defl >915 >559 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 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* 3-10,4-10,4-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 5-6-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 2-12, 5-8 REACTIONS. (size)12=Mechanical, 8=0-3-8 Max Horz 12=-547(LC 10) Max Uplift 12=-470(LC 12), 8=-550(LC 12) Max Grav 12=1077(LC 18), 8=1129(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-454/331, 2-3=-980/708, 3-4=-719/599, 4-5=-978/706, 5-6=-499/469, 1-12=-423/332, 6-8=-545/529 BOT CHORD 10-12=-263/887, 9-10=-67/674, 8-9=-82/645 WEBS 2-10=-363/463, 3-10=-290/429, 4-9=-288/503, 5-9=-354/459, 2-12=-816/228, 5-8=-836/165 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-0-2, Exterior(2R) 9-0-2 to 13-3-1, Interior(1) 13-3-1 to 13-11-14, Exterior(2R) 13-11-14 to 18-5-8, Interior(1) 18-5-8 to 23-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470 lb uplift at joint 12 and 550 lb uplift at joint 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T02 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330219 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-RSllVT49JYHU7_M3D8GroXPHBaPMwK8xQjf_cPzGEq1 Scale = 1:68.1 1 2 3 4 5 6 11 10 9 8 71213141516 3x4 4x6 6x6 3x4 3x8 MT18HS 3x8 3x4 3x4 3x4 6x6 6x6 9-0-29-0-2 13-11-144-11-11 21-5-137-5-15 21-6-40-0-7 4-7-5 4-7-5 9-0-2 4-4-13 13-11-14 4-11-11 17-7-13 3-7-15 21-6-4 3-10-7 1-5-1312-0-03-2-812-0-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-3-0,0-1-8] 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 0.60 0.75 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.29 -0.47 0.02 (loc) 9-11 9-11 7 l/defl >880 >539 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 129 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* 3-9,4-9,4-8: 2x4 SPF No.2, 1-11,6-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 5-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 1 Row at midpt 4-9, 5-8, 2-11, 5-7 REACTIONS. (size)11=Mechanical, 7=0-4-12 Max Horz 11=546(LC 11) Max Uplift 11=-434(LC 12), 7=-443(LC 12) Max Grav 11=1015(LC 18), 7=1046(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-446/330, 2-3=-917/665, 3-4=-679/572, 4-5=-890/678, 5-6=-307/301, 1-11=-420/331, 6-7=-318/296 BOT CHORD 9-11=-354/813, 8-9=-153/560, 7-8=-148/469 WEBS 2-9=-377/467, 3-9=-252/374, 4-9=-188/276, 4-8=-256/362, 5-8=-222/370, 2-11=-751/197, 5-7=-921/232 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-0-2, Exterior(2R) 9-0-2 to 13-3-1, Interior(1) 13-3-1 to 13-11-14, Exterior(2R) 13-11-14 to 18-2-12, Interior(1) 18-2-12 to 21-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 11 and 443 lb uplift at joint 7. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T03 Truss Type Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330220 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-OrtVw86Pr9XCMIWRLYJJuyVbxO15O9ZEu185gIzGEq? Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 36 5x6 3x6 8x8 5x6 4x10 5x6 4x6 5x8 4x6 5x8 3x4 3x4 3x16 MT18HS3x8 2x4 6x6 6x10 6x6 3x6 2x4 3x8 3x6 4x6 3x8 3x6 0-0-8 0-0-8 2-3-8 2-3-0 12-2-0 9-10-8 15-4-0 3-2-0 17-6-4 2-2-4 27-0-13 9-6-9 38-5-8 11-4-11 46-2-0 7-8-8 53-11-8 7-9-8 -0-11-0 0-11-0 2-3-8 2-3-8 7-2-12 4-11-4 12-2-0 4-11-4 15-4-0 3-2-0 23-0-8 7-8-8 30-9-0 7-8-8 38-5-8 7-8-8 46-2-0 7-8-8 53-11-8 7-9-8 1-0-119-2-05-3-40-8-09-2-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-15,0-0-5], [6:0-4-4,0-2-4], [13:0-5-8,0-2-4], [14:0-3-0,0-1-8], [15:Edge,0-3-8], [16:0-2-8,0-1-8], [23:0-2-4,0-2-4], [26: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.99 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.55 -0.90 0.09 (loc) 18-20 18-20 15 l/defl >795 >486 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 265 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 13-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 4-26: 2x3 SPF No.2, 19-22: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 8-23,10-18,13-18: 2x4 SPF No.2, 8-21: 2x4 SPF 2100F 1.8E 14-15: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-10-5 BRACING- TOP CHORD Sheathed or 5-11-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-12 max.): 6-13. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-23 WEBS 1 Row at midpt 4-24, 6-23, 8-23, 8-21, 8-20, 10-20, 11-18, 13-16, 14-15 REACTIONS. (size)2=0-3-8, 21=0-3-8 (req. 0-4-4), 15=0-3-8 Max Horz 2=411(LC 11) Max Uplift 2=-195(LC 12), 21=-1459(LC 12), 15=-642(LC 12) Max Grav 2=362(LC 23), 21=3324(LC 17), 15=1522(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-393/164, 4-5=-225/314, 5-6=-231/511, 6-7=-231/818, 7-8=-227/817, 8-10=-908/579, 10-11=-1518/835, 11-13=-1519/835, 13-14=-1320/648, 14-15=-1404/685 BOT CHORD 2-26=-293/388, 4-25=0/258, 24-25=-356/610, 23-24=-422/371, 7-23=-378/331, 20-21=-162/264, 18-20=-522/1094, 16-18=-406/1037 WEBS 4-24=-632/284, 5-24=-346/397, 6-24=-209/691, 6-23=-1203/416, 21-23=-1494/918, 8-23=-567/1059, 8-21=-2907/1459, 8-20=-433/1395, 10-20=-842/581, 10-18=-181/528, 11-18=-499/441, 13-18=-369/614, 13-16=-409/320, 14-16=-409/1163 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 12-2-0, Exterior(2R) 12-2-0 to 16-4-15, Interior(1) 16-4-15 to 46-2-0, Exterior(2R) 46-2-0 to 50-4-15, Interior(1) 50-4-15 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2, 1459 lb uplift at joint 21 and 642 lb uplift at joint 15. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T04 Truss Type Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330221 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-s1Rt7U71cTf3_S5euGqYQ91lIoO87doO6hufDkzGEq_ Scale = 1:97.5 12 3 4 5 6 7 8 9 10 11 12 13 14 15 29 28 27 26 25 24 23 22 21 20 19 18 17 16 30 31 32 33 34 35 36 37 38 3x6 6x6 4x6 5x8 4x6 4x10 5x6 4x6 4x6 3x6 4x6 4x6 3x8 3x6 3x4 5x12 3x4 4x6 3x6 3x4 3x6 3x6 4x6 4x6 3x6 3x8 6x6 0-0-8 0-0-8 2-3-8 2-3-0 8-9-12 6-6-4 15-4-0 6-6-4 17-6-4 2-2-4 29-6-2 11-11-14 41-6-0 11-11-14 45-9-0 4-3-0 47-3-0 1-6-0 47-4-8 0-1-8 53-11-8 6-7-0 -0-11-0 0-11-0 2-3-8 2-3-8 8-9-12 6-6-4 15-4-0 6-6-4 15-8-0 0-4-0 24-3-5 8-7-5 32-10-11 8-7-5 41-6-0 8-7-5 45-9-0 4-3-0 47-3-0 1-6-0 53-11-8 6-8-8 1-0-1111-6-05-3-43-0-00-8-00-8-011-6-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-15,0-0-5], [4:0-1-12,0-1-8], [7:0-2-2,0-0-0], [8:0-3-5,0-3-4], [8:0-1-3,0-1-12], [10:0-3-0,Edge], [12:0-4-8,0-1-12], [15:0-3-0,0-1-8], [19:0-2-8,0-2-0], [27:0-2-8,0-1-8], [29: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.80 0.94 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -0.90 -0.06 (loc) 21-23 21-23 16 l/defl >584 >376 n/a L/d 240 180 n/a PLATES MT20 Weight: 303 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-29: 2x3 SPF No.2, 22-25: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 9-23,11-23,11-21,12-21,9-24,8-24: 2x4 SPF No.2 15-16: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-10-5 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-26, 11-23, 11-21, 12-19, 8-24 2 Rows at 1/3 pts 9-24 REACTIONS.All bearings 0-3-8 except (jt=length) 24=0-3-14 (input: 0-3-8), 20=0-3-0, 17=0-3-0. (lb) - Max Horz 2=477(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-327(LC 12), 20=-461(LC 12), 17=-160(LC 9), 16=-299(LC 12), 24=-1148(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=521(LC 18), 20=1030(LC 18), 17=550(LC 19), 16=438(LC 18), 24=3031(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-629/388, 4-6=-396/283, 6-7=-205/783, 7-8=-170/930, 8-9=-127/751, 9-11=-774/629, 11-12=-582/592, 12-13=-343/477, 13-14=-332/415, 14-15=-304/330, 15-16=-332/339 BOT CHORD 2-29=-368/541, 27-28=-489/766, 25-26=-297/43, 7-26=-266/352, 24-25=-430/320, 23-24=-220/301, 21-23=-305/647, 19-20=-1056/461, 17-18=-410/183, 14-18=-397/194 WEBS 4-27=-604/421, 6-27=-0/442, 6-26=-810/505, 9-23=-166/888, 11-23=-298/320, 11-21=-401/355, 12-21=-111/449, 19-21=-157/524, 12-19=-802/329, 9-24=-1460/722, 8-24=-1179/594 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 15-8-0, Exterior(2R) 15-8-0 to 19-10-15, Interior(1) 19-10-15 to 41-6-0, Exterior(2R) 41-6-0 to 45-7-4, Interior(1) 45-7-4 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) WARNING: Required bearing size at joint(s) 24 greater than input bearing size. Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T04 Truss Type Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330221 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:11 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-s1Rt7U71cTf3_S5euGqYQ91lIoO87doO6hufDkzGEq_ NOTES- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 2, 461 lb uplift at joint 20, 160 lb uplift at joint 17, 299 lb uplift at joint 16 and 1148 lb uplift at joint 24. 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. 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 19_HERITAGE_AT_SPRIN~S Truss T05 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330222 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-oQZdYA8H84vmEmF00hs0Va76_b60bWeha_NlGdzGEpy Scale = 1:102.5 12 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 35 36 3x6 8x14 MT18HS 3x6 5x6 4x6 4x10 5x6 4x6 5x8 3x6 3x4 3x4 3x6 3x6 3x6 6x6 5x12 6x10 2x4 2x4 4x8 3x8 3x6 3x8 4x6 3x6 0-0-8 0-0-8 2-3-8 2-3-0 8-9-12 6-6-4 15-4-0 6-6-4 16-5-0 1-1-0 17-4-8 0-11-8 24-5-12 7-1-4 32-5-4 7-11-8 40-6-0 8-0-12 47-1-8 6-7-8 53-11-8 6-10-0 -0-11-0 0-11-0 2-3-8 2-3-8 8-9-12 6-6-4 15-4-0 6-6-4 16-5-0 1-1-0 24-5-12 8-0-12 32-5-4 7-11-8 40-6-0 8-0-12 47-1-8 6-7-8 53-11-8 6-10-0 1-0-1112-0-05-3-40-8-012-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-15,0-0-5], [8:0-10-8,0-1-12], [12:0-4-0,0-2-8], [14:0-3-0,0-1-8], [15:Edge,0-3-8], [16:0-2-8,0-1-8], [25:0-2-8,0-1-8], [27: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.72 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.27 0.08 (loc) 17-19 17-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 310 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 4-27: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-25,6-25,6-24,22-24,13-16,14-16: 2x3 SPF No.2 14-15: 2x4 SPF-S Stud, 8-22: 2x4 SPF 2100F 1.8E SLIDER Left 2x8 SP 2400F 2.0E 1-10-5 BRACING- TOP CHORD Sheathed or 4-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-12 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-24 WEBS 1 Row at midpt 6-24, 8-21, 9-21, 11-17, 13-16, 14-15 2 Rows at 1/3 pts 11-21, 8-22 REACTIONS. (size)2=0-3-8, 22=0-3-8 (req. 0-5-6), 15=0-3-8 Max Horz 2=492(LC 11) Max Uplift 2=-173(LC 12), 22=-1491(LC 12), 15=-631(LC 12) Max Grav 2=449(LC 18), 22=3433(LC 17), 15=1598(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-518/165, 4-6=-300/266, 6-7=-291/909, 7-8=-174/822, 8-9=-550/537, 9-11=-550/537, 11-12=-1192/766, 12-13=-1397/765, 13-14=-1333/620, 14-15=-1502/669 BOT CHORD 2-27=-276/488, 25-26=-366/693, 7-24=-219/340, 21-22=-858/721, 19-21=-365/1032, 17-19=-365/1032, 16-17=-294/1024 WEBS 4-25=-616/445, 6-25=-15/454, 6-24=-818/514, 22-24=-566/685, 8-24=-415/610, 8-21=-926/2015, 9-21=-503/447, 11-21=-1136/506, 11-19=0/482, 12-17=-10/250, 13-16=-514/331, 14-16=-413/1271, 8-22=-2948/1320 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 16-5-0, Exterior(2R) 16-5-0 to 20-7-15, Interior(1) 20-7-15 to 40-6-0, Exterior(2R) 40-6-0 to 44-8-15, Interior(1) 44-8-15 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 8 = 8% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 2, 1491 lb uplift at joint 22 and 631 lb uplift at joint 15. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T05A Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330223 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-C?EmACBAR?HL5DzbhpQj7ClbGp85os87GybPtyzGEpv Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 3x6 8x14 MT18HS 3x6 5x6 4x6 4x10 5x6 5x6 3x6 3x6 2x4 3x6 6x8 2x4 2x4 3x8 3x8 3x6 3x8 4x6 3x6 3x6 3x6 0-0-80-0-8 8-3-128-3-4 16-5-08-1-4 17-4-80-11-8 24-5-127-1-4 32-5-47-11-8 40-6-08-0-12 47-1-86-7-8 53-11-86-10-0 -0-11-0 0-11-0 8-3-12 8-3-12 16-5-0 8-1-4 24-5-12 8-0-12 32-5-4 7-11-8 40-6-0 8-0-12 47-1-8 6-7-8 53-11-8 6-10-0 1-0-1112-0-05-3-412-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-15,0-0-5], [6:0-10-8,0-1-12], [10:0-4-0,0-2-8], [12:0-3-0,0-1-8], [13:Edge,0-3-8], [14:0-2-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.85 0.76 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.27 0.05 (loc) 15-17 15-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 301 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,4-21,11-14,12-14: 2x3 SPF No.2, 12-13: 2x4 SPF-S Stud 6-20: 2x4 SPF 2100F 1.8E SLIDER Left 2x8 SP 2400F 2.0E 5-1-15 BRACING- TOP CHORD Sheathed or 4-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-8 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-21, 6-18, 7-18, 9-18, 9-15, 11-14, 12-13, 6-20 REACTIONS. (size)2=0-3-8, 13=0-3-8, 20=0-3-8 (req. 0-4-7) Max Horz 2=492(LC 11) Max Uplift 2=-466(LC 12), 13=-773(LC 12), 20=-1056(LC 12) Max Grav 2=769(LC 17), 13=1664(LC 18), 20=2843(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-709/479, 4-6=-172/403, 6-7=-716/791, 7-9=-716/791, 9-10=-1268/929, 10-11=-1482/946, 11-12=-1392/746, 12-13=-1569/811 BOT CHORD 2-23=-373/752, 21-23=-373/752, 20-21=-350/201, 18-20=-571/264, 17-18=-539/1275, 15-17=-539/1275, 14-15=-393/1143 WEBS 4-23=0/488, 4-21=-909/580, 6-21=-228/573, 6-18=-742/1874, 7-18=-512/454, 9-18=-995/338, 9-17=0/483, 10-15=-67/298, 11-14=-559/416, 12-14=-554/1354, 6-20=-2526/1026 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 20-7-15, Interior(1) 20-7-15 to 40-6-0, Exterior(2R) 40-6-0 to 44-8-15, Interior(1) 44-8-15 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 2, 773 lb uplift at joint 13 and 1056 lb uplift at joint 20. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330224 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-dawvpDD2kwfwyhiAMxzQlrN6y05L?E6Zywq4UHzGEps Scale = 1:99.1 12 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 30 31 32 33 34 35 8x8 5x6 3x6 5x6 5x6 8x8 4x8 3x8 MT18HS 4x6 4x6 3x16 MT18HS3x6 2x4 4x6 3x6 5x8 6x10 3x6 5x8 3x6 3x8 3x6 5x6 3x8 MT18HS 3x8 MT18HS 0-0-80-0-8 5-7-85-7-0 11-0-85-5-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 47-1-86-7-8 53-11-86-10-0 -0-11-0 0-11-0 3-9-13 3-9-13 7-5-3 3-7-5 11-0-8 3-7-5 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 47-1-8 6-7-8 53-11-8 6-10-0 0-10-126-5-010-0-012-0-05-3-42-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [7:0-3-8,0-2-8], [12:0-4-0,0-2-8], [14:Edge,0-1-12], [16:0-2-8,0-2-8], [20:0-3-11,0-1-8], [22:0-7-8,0-4-8], [24:0-2-8,0-1-8] 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 0.88 0.98 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.71 0.23 (loc) 17-20 20-21 15 l/defl >999 >906 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 302 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-6: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 19-21,15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-26,5-26,5-24,6-24,6-23,7-23,13-16,14-16: 2x3 SPF No.2 14-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 2-1-7 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-12 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-23, 7-23, 8-23, 20-22, 9-20, 11-17, 13-16 , 14-15, 14-16 REACTIONS. (size)2=0-3-8, 15=0-3-8 Max Horz 2=461(LC 11) Max Uplift 2=-1181(LC 12), 15=-1115(LC 12) Max Grav 2=2513(LC 17), 15=2471(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4148/1893, 4-5=-4129/1920, 5-6=-4073/1972, 6-7=-3572/1826, 7-8=-2949/1628, 8-9=-3323/1814, 9-11=-2767/1593, 11-12=-2202/1319, 12-13=-2522/1381, 13-14=-2109/1051, 14-15=-2372/1152 BOT CHORD 2-26=-1495/3650, 24-26=-1557/3954, 23-24=-1408/3759, 22-23=-1211/3463, 8-22=-133/618, 17-20=-964/2689, 16-17=-630/1811 WEBS 4-26=-63/437, 5-24=-296/231, 6-24=-114/409, 6-23=-1037/626, 7-23=-732/1641, 8-23=-1003/500, 20-22=-1148/3090, 9-22=-180/650, 9-20=-905/495, 11-20=-104/626, 11-17=-1082/522, 12-17=-300/768, 13-17=-257/689, 13-16=-1055/619, 14-16=-896/2189 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Bearing capacity is increased by the plate at joint(s) 2. Plate must be within 1/4 in of bearing surface. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1181 lb uplift at joint 2 and 1115 lb uplift at joint 15. 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.Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T06 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330224 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:19 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-dawvpDD2kwfwyhiAMxzQlrN6y05L?E6Zywq4UHzGEps NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 19_HERITAGE_AT_SPRIN~S Truss T06A Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330225 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-5mUH0ZEgVEnnZqHMwfUfH2vMxQSqkhiiBaZd0jzGEpr Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 5x8 5x6 3x6 5x6 4x6 4x8 4x6 4x6 3x6 4x6 4x6 3x8 MT18HS 3x6 2x4 3x8 8x8 4x6 3x8 3x6 3x8 3x6 3x6 3x6 3x6 0-0-80-0-8 11-0-811-0-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 47-1-86-7-8 53-11-86-10-0 -0-11-0 0-11-0 5-7-8 5-7-8 11-0-8 5-5-0 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 47-1-8 6-7-8 53-11-8 6-10-0 0-10-126-5-010-0-012-0-05-3-42-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-1], [6:0-4-4,0-2-4], [11:0-4-0,0-2-8], [13:0-3-0,0-1-8], [15:0-2-8,0-1-8], [21:0-6-0,0-4-8], [24:0-2-8,0-1-8] 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 0.55 0.90 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.70 0.02 (loc) 2-24 2-24 14 l/defl >375 >187 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-24,5-24,5-22,6-22,19-21,12-15,13-15: 2x3 SPF No.2 13-14: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-2-8 BRACING- TOP CHORD Sheathed or 4-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-2 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-21 WEBS 1 Row at midpt 5-22, 6-22, 7-22, 8-21, 10-19, 10-16, 12-15 , 13-14 REACTIONS.All bearings 21-1-8 except (jt=length) 14=0-3-8. (lb) - Max Horz 2=458(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-252(LC 12), 24=-217(LC 12), 22=-444(LC 12), 21=-743(LC 12), 14=-640(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=445(LC 25), 24=645(LC 17), 22=657(LC 17), 21=1885(LC 19), 21=1609(LC 1), 14=1489(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-366/238, 5-6=-121/372, 7-8=-6/275, 8-10=-843/664, 10-11=-1071/773, 11-12=-1265/775, 12-13=-1234/628, 13-14=-1391/679 BOT CHORD 2-24=-261/408, 22-24=-259/285, 21-22=-398/437, 7-21=-403/283, 16-19=-332/912, 15-16=-322/979 WEBS 4-24=-424/421, 5-22=-216/262, 6-22=-444/263, 19-21=-246/548, 8-21=-1410/712, 8-19=-262/884, 10-19=-528/387, 12-15=-463/334, 13-15=-424/1161 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 2, 217 lb uplift at joint 24, 444 lb uplift at joint 22, 743 lb uplift at joint 21 and 640 lb uplift at joint 14. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T07 Truss Type Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330226 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-19b1RFFx0r2Vp8Rl24W7NT?dQE94Cac?eu2k5czGEpp Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 3x8 MT18HS 5x6 3x6 5x8 3x4 4x10 5x6 5x6 3x6 5x10 MT18HS 4x6 5x8 3x4 3x6 3x6 3x6 2x4 6x10 3x6 6x8 3x6 3x8 3x6 3x6 6x6 0-0-8 0-0-8 7-11-4 7-10-12 15-8-0 7-8-12 26-10-0 11-2-0 28-10-0 2-0-0 28-11-8 0-1-8 35-2-0 6-2-8 41-6-0 6-4-0 50-6-8 9-0-8 -0-11-0 0-11-0 7-11-4 7-11-4 15-8-0 7-8-12 21-3-0 5-7-0 26-10-0 5-7-0 28-10-0 2-0-0 35-2-0 6-4-0 41-6-0 6-4-0 45-11-0 4-5-0 50-6-8 4-7-8 1-0-1111-6-06-11-123-0-011-6-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-7-15,0-0-5], [6:0-3-12,0-2-0], [12:0-6-0,0-2-8], [13:0-2-8,0-1-8], [20:0-2-8,0-2-0], [21:0-5-8,0-4-0], [22:0-3-8,Edge], [23:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.85 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.69 0.03 (loc) 15-16 22-23 22 l/defl >737 >462 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 302 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* 6-23,7-23,21-23,11-18,12-18,12-16: 2x4 SPF No.2 14-15: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 4-11-4 BRACING- TOP CHORD Sheathed or 4-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. Except: 1 Row at midpt 8-21, 9-20 WEBS 1 Row at midpt 4-23, 6-23, 7-21, 8-20, 11-20, 12-18, 13-15 REACTIONS.All bearings 0-3-0 except (jt=length) 2=0-3-8, 15=Mechanical. (lb) - Max Horz 2=532(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-617(LC 12), 22=-500(LC 12), 19=-587(LC 12), 15=-450(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=1283(LC 17), 22=1402(LC 17), 19=1192(LC 19), 15=1015(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1551/731, 4-6=-901/650, 6-7=-679/670, 7-8=-78/280, 8-9=-71/261, 9-11=-73/264, 11-12=-451/512, 12-13=-689/522 BOT CHORD 2-25=-614/1406, 23-25=-614/1406, 21-22=-1232/558, 20-21=-352/283, 19-20=-1091/620, 16-18=-181/503, 15-16=-196/400 WEBS 4-25=0/412, 4-23=-762/539, 7-23=-185/701, 21-23=-305/464, 7-21=-1104/556, 18-20=-208/383, 11-20=-880/422, 11-18=0/349, 12-18=-292/75, 12-16=0/285, 13-16=-17/258, 13-15=-743/326 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 15-8-0, Exterior(2R) 15-8-0 to 19-10-15, Interior(1) 19-10-15 to 41-6-0, Exterior(2R) 41-6-0 to 45-11-13, Interior(1) 45-11-13 to 50-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 2, 500 lb uplift at joint 22, 587 lb uplift at joint 19 and 450 lb uplift at joint 15. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330227 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-zXjosxHBYTID2Sb79VZbSu4zt1u3gV6I6CXr9UzGEpn Scale = 1:97.5 12 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 4x6 5x6 3x6 5x8 3x4 6x8 4x6 4x6 3x8 MT18HS3x6 2x4 3x6 3x8 3x8 2x4 2x4 5x8 4x6 4x8 5x10 MT18HS 3x6 3x8 MT18HS 0-0-80-0-8 8-3-128-3-4 16-5-08-1-4 24-5-128-0-12 32-5-47-11-8 40-6-08-0-12 50-6-810-0-8 -0-11-0 0-11-0 5-7-5 5-7-5 11-0-3 5-4-13 16-5-0 5-4-13 24-5-12 8-0-12 32-5-4 7-11-8 40-6-0 8-0-12 45-5-0 4-11-0 50-6-8 5-1-8 1-0-1112-0-06-11-1212-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-0-1], [5:0-3-0,Edge], [7:0-3-0,0-2-3], [11:0-5-8,0-2-4], [12:0-3-8,0-2-0], [14:Edge,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-S 0.81 0.69 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.68 0.14 (loc) 14-15 14-15 14 l/defl >999 >884 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 281 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9,9-11: 2x4 SPF 2100F 1.8E, 1-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,6-22,6-20: 2x3 SPF No.2, 13-14: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-5-4 BRACING- TOP CHORD Sheathed or 2-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-12 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 1 Row at midpt 6-20, 7-20, 8-20, 8-17, 10-17, 11-17, 11-15 2 Rows at 1/3 pts 12-14 REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=549(LC 11) Max Uplift 2=-1102(LC 12), 14=-1052(LC 12) Max Grav 2=2502(LC 17), 14=2402(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3559/1543, 4-6=-3392/1587, 6-7=-2916/1510, 7-8=-2396/1358, 8-10=-2402/1398, 10-11=-2402/1398, 11-12=-1997/1105 BOT CHORD 2-22=-1229/2984, 20-22=-1029/2834, 18-20=-1053/2799, 17-18=-1053/2799, 15-17=-632/1758, 14-15=-464/1208 WEBS 4-22=-89/286, 6-22=-135/397, 6-20=-579/471, 7-20=-500/1227, 8-20=-700/409, 8-18=0/471, 8-17=-489/175, 10-17=-511/454, 11-17=-612/1373, 11-15=-598/441, 12-15=-356/1208, 12-14=-2405/1004 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 20-7-15, Interior(1) 20-7-15 to 40-6-0, Exterior(2R) 40-6-0 to 44-8-15, Interior(1) 44-8-15 to 50-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1102 lb uplift at joint 2 and 1052 lb uplift at joint 14. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T09 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330228 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-RkHA3HHpJmQ3gc9KjC4q_6d8fRBwP_3SKsHOhwzGEpm Scale = 1:89.8 12 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 5x8 5x6 3x6 5x6 3x4 4x8 4x6 4x6 3x6 4x6 4x6 3x6 3x6 2x4 3x8 8x8 3x6 3x8 3x6 3x8 3x6 6x6 0-0-80-0-8 11-0-811-0-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 50-6-810-0-8 -0-11-0 0-11-0 5-7-8 5-7-8 11-0-8 5-5-0 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 45-5-0 4-11-0 50-6-8 5-1-8 0-10-126-5-010-0-012-0-06-11-122-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-1,0-0-1], [6:0-4-4,0-2-4], [11:0-3-0,0-2-0], [19:0-5-12,0-4-8], [22:0-2-8,0-1-8] 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 0.81 0.78 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.38 -0.70 -0.02 (loc) 14-15 2-22 14 l/defl >929 >188 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-22,5-22,5-20,6-20,17-19: 2x3 SPF No.2, 13-14: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-2-8 BRACING- TOP CHORD Sheathed or 5-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-9 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-19 WEBS 1 Row at midpt 5-20, 6-20, 7-20, 8-19, 10-17, 10-15, 12-14 REACTIONS.All bearings 21-1-8 except (jt=length) 14=Mechanical. (lb) - Max Horz 2=513(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-259(LC 12), 22=-258(LC 12), 20=-433(LC 12), 19=-653(LC 9), 14=-590(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=469(LC 25), 22=709(LC 17), 20=636(LC 17), 19=1625(LC 19), 19=1370(LC 1), 14=1400(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-449/251, 5-6=-143/268, 7-8=-114/263, 8-10=-818/628, 10-11=-904/658, 11-12=-1057/664 BOT CHORD 2-22=-324/449, 20-22=-260/245, 19-20=-276/337, 7-19=-328/274, 15-17=-361/838, 14-15=-270/628 WEBS 4-22=-417/420, 6-20=-387/269, 17-19=-302/545, 8-19=-1169/594, 8-17=-162/677, 10-17=-366/290, 12-15=-84/467, 12-14=-1178/482 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 50-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 2, 258 lb uplift at joint 22, 433 lb uplift at joint 20, 653 lb uplift at joint 19 and 590 lb uplift at joint 14. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330229 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-O6PwUyJ3rNgnvvJiqd6I4XiUQFqSsrfkoAmVmpzGEpk Scale = 1:103.3 12 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 8x8 5x6 3x6 6x8 3x6 5x8 8x8 4x6 4x6 3x8 MT18HS 4x6 4x6 3x16 MT18HS3x6 2x4 5x8 6x10 3x6 5x8 3x6 12x20 4x8 3x8 MT18HS 6x8 3x8 MT18HS 0-0-80-0-8 11-0-811-0-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 47-3-06-9-0 53-11-86-8-8 -0-11-0 0-11-0 5-7-8 5-7-8 11-0-8 5-5-0 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 47-3-0 6-9-0 53-11-8 6-8-8 0-10-126-5-010-0-06-7-82-0-312-0-01-9-52-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3], [11:0-4-8,0-1-12], [14:Edge,0-2-0], [15:0-3-8,Edge], [16:0-4-0,0-1-12], [17:0-1-12,0-1-8], [20:0-3-11,0-1-8], [22:0-7-8,0-4-8], [25:0-2-8 ,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 0.79 0.96 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.82 0.22 (loc) 17-20 17-20 15 l/defl >999 >790 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 309 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x6 SPF No.2, 13-14: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-24,19-21,15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-16: 2x6 SPF No.2, 4-25,5-25,5-23,6-23,13-17: 2x3 SPF No.2 11-13: 2x4 SPF 2100F 1.8E, 14-15: 2x4 SPF-S Stud SLIDER Left 2x4 SPF-S Stud 3-1-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-15 max.): 6-11, 13-16. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-23, 6-23, 7-23, 20-22, 8-20, 10-17, 11-17 , 11-13, 13-17, 14-16 REACTIONS. (size)2=0-3-8, 15=0-3-8 Max Horz 2=506(LC 12) Max Uplift 2=-1137(LC 12), 15=-1159(LC 12) Max Grav 2=2513(LC 17), 15=2393(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4242/1928, 4-5=-4086/1825, 5-6=-3567/1742, 6-7=-2943/1556, 7-8=-3323/1723, 8-10=-2739/1437, 10-11=-2113/1194, 13-16=-618/469, 12-13=-242/302, 13-14=-4046/1976, 14-15=-2274/1187 BOT CHORD 2-25=-2038/3710, 23-25=-1826/3694, 22-23=-1600/3359, 7-22=-112/624, 17-20=-1225/2612, 16-17=-1660/3669 WEBS 5-25=0/346, 5-23=-1104/597, 6-23=-688/1643, 7-23=-1010/477, 20-22=-1460/3003, 8-22=-304/627, 8-20=-886/622, 10-20=-150/627, 10-17=-1078/563, 11-17=-815/2154, 11-13=-3140/1470, 13-17=-1799/990, 14-16=-1700/3696 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1137 lb uplift at joint 2 and 1159 lb uplift at joint 15. 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.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330229 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-O6PwUyJ3rNgnvvJiqd6I4XiUQFqSsrfkoAmVmpzGEpk NOTES- 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 19_HERITAGE_AT_SPRIN~S Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330230 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-KVXhveLKN?wV8DT5y28m9ynoI2ZPKjd1FUFbqizGEpi Scale = 1:99.5 12 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 6x8 5x6 3x6 5x8 3x4 5x10 MT18HS 6x10 4x6 4x6 3x8 MT18HS 4x6 4x6 3x8 MT18HS3x6 2x4 4x8 5x12 3x6 5x12 4x6 6x8 4x8 3x4 5x6 3x6 0-0-80-0-8 11-0-811-0-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 47-2-86-8-8 47-3-00-0-8 53-11-86-8-8 -0-11-0 0-11-0 5-7-8 5-7-8 11-0-8 5-5-0 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 47-3-0 6-9-0 53-11-8 6-8-8 0-10-126-5-010-0-06-7-82-0-312-0-01-9-52-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [11:0-5-0,0-2-0], [13:0-6-4,0-2-0], [14:0-3-0,0-1-8], [16:0-5-0,0-3-0], [17:0-1-8,0-1-8], [22:0-7-12,0-3-8], [25:0-2-8,0-1-8] 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 0.96 0.81 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.67 0.16 (loc) 17-20 2-25 15 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 292 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-24,19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-25,5-25,5-23,6-23,20-22,13-17,14-16: 2x3 SPF No.2 14-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-2-8 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-5-13 max.): 6-11, 13-16. BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing. WEBS 1 Row at midpt 5-23, 6-23, 7-23, 20-22, 8-20, 11-13, 13-17 2 Rows at 1/3 pts 10-17 REACTIONS.All bearings 6-9-0 except (jt=length) 2=0-3-8. (lb) - Max Horz 2=505(LC 12) Max Uplift All uplift 100 lb or less at joint(s) except 16=-1361(LC 12), 2=-967(LC 12), 15=-266(LC 25) Max Grav All reactions 250 lb or less at joint(s) 15 except 16=2920(LC 19), 16=2606(LC 1), 2=2157(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3499/1579, 4-5=-3340/1476, 5-6=-2840/1396, 6-7=-2334/1267, 7-8=-2527/1345, 8-10=-1801/997, 10-11=-854/618, 13-16=-2496/1346, 12-13=-214/277, 13-14=-324/896, 14-15=-53/365 BOT CHORD 2-25=-1734/3056, 23-25=-1521/3037, 22-23=-1229/2562, 7-22=0/256, 17-20=-738/1563, 16-17=-796/430 WEBS 5-25=-1/343, 5-23=-1035/563, 6-23=-499/1245, 7-23=-606/352, 20-22=-1030/2086, 8-22=-393/810, 8-20=-1042/699, 10-20=-325/1001, 10-17=-1492/755, 11-17=-171/729, 11-13=-1306/626, 13-17=-925/1879, 14-16=-874/443 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 53-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1361 lb uplift at joint 16, 967 lb uplift at joint 2 and 266 lb uplift at joint 15. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330230 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:29 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-KVXhveLKN?wV8DT5y28m9ynoI2ZPKjd1FUFbqizGEpi NOTES- 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. 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 19_HERITAGE_AT_SPRIN~S Truss T12 Truss Type Piggyback Base Qty 3 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330231 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-GueRKKMavcADOXdU3TBEENs8zsELoeLKjokivazGEpg Scale = 1:106.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 27 26 25 24 23 22 21 20 19 18 28 29 30 31 32 33 34 35 36 5x8 5x6 3x6 5x6 3x6 5x10 MT18HS 6x10 4x6 4x6 3x8 MT18HS 4x6 4x6 3x8 MT18HS3x6 2x4 4x8 5x12 3x6 5x12 4x6 6x10 5x12 2x4 4x6 3x6 3x6 0-0-80-0-8 11-0-811-0-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 47-3-06-9-0 47-4-40-1-4 57-0-89-8-4 -0-11-0 0-11-0 5-7-8 5-7-8 11-0-8 5-5-0 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 47-3-0 6-9-0 52-0-8 4-9-8 57-0-8 5-0-0 57-11-8 0-11-0 0-10-126-5-010-0-06-7-82-0-312-0-00-9-02-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [11:0-3-8,0-2-4], [13:0-7-8,0-2-0], [16:0-4-5,0-0-5], [18:0-5-0,0-3-0], [24:0-7-12,0-3-8], [27:0-2-8,0-1-8] 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 0.95 0.78 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.67 0.16 (loc) 2-27 2-27 18 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 306 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-26,21-23: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 12-18: 2x6 SPF No.2 4-27,5-27,5-25,6-25,22-24,13-20,14-18: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-2-8, Right 2x4 SPF-S Stud 2-7-3 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-0 max.): 6-11, 13-18. BOT CHORD Rigid ceiling directly applied or 4-10-7 oc bracing. WEBS 1 Row at midpt 5-25, 6-25, 7-25, 22-24, 8-22, 11-13, 13-20 2 Rows at 1/3 pts 10-20 REACTIONS. (size)18=0-3-8 (req. 0-4-10), 2=0-3-8, 16=0-3-8 Max Horz 2=471(LC 12) Max Uplift 18=-1421(LC 12), 2=-956(LC 12), 16=-125(LC 12) Max Grav 18=2957(LC 19), 2=2147(LC 17), 16=186(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3480/1557, 4-5=-3320/1453, 5-6=-2820/1372, 6-7=-2318/1247, 7-8=-2506/1319, 8-10=-1774/991, 10-11=-813/604, 13-18=-2458/1340, 12-13=-222/290, 13-14=-380/914, 14-16=-101/523 BOT CHORD 2-27=-1682/3044, 25-27=-1466/3023, 24-25=-1169/2544, 20-22=-677/1537, 18-20=-873/554, 16-18=-454/123 WEBS 4-27=-67/252, 5-27=-3/344, 5-25=-1033/562, 6-25=-485/1234, 7-25=-592/345, 22-24=-971/2064, 8-24=-391/817, 8-22=-1048/696, 10-22=-337/1013, 10-20=-1506/771, 11-20=-166/694, 11-13=-1223/551, 13-20=-998/1960, 14-18=-571/499 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=250ft; B=45ft; L=24ft; eave=7ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 57-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1421 lb uplift at joint 18, 956 lb uplift at joint 2 and 125 lb uplift at joint 16. 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.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T12 Truss Type Piggyback Base Qty 3 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330231 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-GueRKKMavcADOXdU3TBEENs8zsELoeLKjokivazGEpg NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16023 Swingley Ridge 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 19_HERITAGE_AT_SPRIN~S Truss T12A Truss Type Piggyback Base Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330232 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-k4CpXgNCgwI4?gCgdAiTnaPJvGZhX4CUxSTGR0zGEpf Scale = 1:104.3 12 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 31 32 33 34 35 6x8 5x6 3x6 5x8 3x6 5x10 MT18HS 5x12 5x6 5x6 6x10 4x6 4x6 3x8 MT18HS 4x6 4x6 3x8 MT18HS3x6 2x4 4x8 5x12 3x6 6x10 4x6 5x12 4x10 3x6 0-0-80-0-8 11-0-811-0-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 47-3-06-9-0 47-4-40-1-4 55-11-58-7-1 55-11-110-0-6 -0-11-0 0-11-0 5-7-8 5-7-8 11-0-8 5-5-0 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 47-3-0 6-9-0 55-11-11 8-8-11 0-10-126-5-010-0-06-7-82-0-312-0-01-1-42-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [11:0-5-0,0-2-0], [13:0-6-12,0-2-0], [22:0-8-4,0-3-8], [25:0-2-8,0-1-8] 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 0.93 0.83 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.67 0.18 (loc) 18-20 2-25 15 l/defl >999 >846 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 310 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-24,19-21: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-25,5-25,5-23,6-23,20-22,13-18: 2x3 SPF No.2 SLIDER Left 2x6 SPF No.2 3-2-8, Right 2x8 SP 2400F 2.0E 4-11-12 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-2 max.): 6-11, 13-16. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. WEBS 1 Row at midpt 5-23, 6-23, 7-23, 20-22, 8-20, 11-18, 11-13 2 Rows at 1/3 pts 10-18 REACTIONS. (size)16=0-3-8 (req. 0-3-14), 15=0-3-8, 2=0-3-8 Max Horz 2=465(LC 12) Max Uplift 16=-925(LC 12), 15=-421(LC 12), 2=-1038(LC 12) Max Grav 16=2464(LC 17), 15=480(LC 24), 2=2221(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3619/1712, 4-5=-3468/1619, 5-6=-2971/1541, 6-7=-2444/1388, 7-8=-2670/1503, 8-10=-1987/1198, 10-11=-1124/874, 13-16=-2172/1007, 12-13=-215/279, 13-15=-523/682 BOT CHORD 2-25=-1808/3162, 23-25=-1610/3158, 22-23=-1347/2709, 7-22=-35/334, 18-20=-912/1798, 16-18=-442/408, 15-16=-469/401 WEBS 5-25=0/338, 5-23=-1046/576, 6-23=-578/1317, 7-23=-692/392, 20-22=-1175/2252, 8-22=-346/778, 8-20=-1015/658, 10-20=-252/937, 10-18=-1420/673, 11-18=-444/999, 11-13=-1719/1011, 13-18=-276/1264 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=250ft; B=45ft; L=24ft; eave=7ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 55-11-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 16 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 925 lb uplift at joint 16, 421 lb uplift at joint 15 and 1038 lb uplift at joint 2. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T13 Truss Type Piggyback Base Qty 3 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330233 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-hTKayMOSBXYoF_M2lbkxs?UeW3Dp?_kmPmyMWvzGEpd Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 6x8 5x6 3x6 6x8 3x6 6x8 8x10 4x6 4x6 3x8 MT18HS 4x6 4x6 3x8 MT18HS3x6 2x4 5x8 6x10 3x6 4x10 4x6 5x12 4x8 3x8 MT18HS 5x6 0-0-80-0-8 11-0-811-0-0 16-5-05-4-8 21-2-04-9-0 30-10-09-8-0 40-6-09-8-0 47-3-06-9-0 50-6-83-3-8 -0-11-0 0-11-0 5-7-8 5-7-8 11-0-8 5-5-0 16-5-0 5-4-8 21-2-0 4-9-0 27-7-5 6-5-5 34-0-11 6-5-5 40-6-0 6-5-5 47-3-0 6-9-0 50-6-8 3-3-8 0-10-126-5-010-0-06-7-82-0-312-0-02-11-02-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [11:0-5-0,0-2-0], [14:0-3-0,0-1-12], [19:0-4-13,0-1-8], [21:0-7-8,0-4-4], [24:0-2-8,0-1-8] 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 0.99 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.69 0.20 (loc) 17-19 2-24 15 l/defl >999 >876 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 291 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-23,18-20: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 4-24,5-24,5-22,6-22,13-17,14-16: 2x3 SPF No.2 14-15: 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-2-8 BRACING- TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins (3-1-9 max.): 6-11, 13-16. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-22, 6-22, 7-22, 19-21, 8-19, 10-17, 11-17 2 Rows at 1/3 pts 11-13 REACTIONS. (size)2=0-3-8, 15=0-4-0 Max Horz 2=535(LC 12) Max Uplift 2=-1063(LC 12), 15=-1091(LC 12) Max Grav 2=2369(LC 17), 15=2254(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3897/1759, 4-5=-3764/1668, 5-6=-3272/1592, 6-7=-2696/1430, 7-8=-3000/1560, 8-10=-2360/1240, 10-11=-1586/942, 13-16=-1347/766, 12-13=-225/288, 13-14=-2018/1007, 14-15=-2198/1102 BOT CHORD 2-24=-1916/3391, 22-24=-1724/3417, 21-22=-1473/3031, 7-21=-65/468, 17-19=-1041/2188, 16-17=-884/1870 WEBS 5-24=0/324, 5-22=-1071/580, 6-22=-606/1482, 7-22=-840/425, 19-21=-1305/2632, 8-21=-350/700, 8-19=-949/663, 10-19=-227/781, 10-17=-1247/645, 11-17=-514/1585, 11-13=-2400/1094, 13-17=-378/269, 14-16=-1097/2357 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=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 16-5-0, Exterior(2R) 16-5-0 to 19-5-0, Interior(1) 19-5-0 to 40-6-0, Exterior(2R) 40-6-0 to 43-6-0, Interior(1) 43-6-0 to 50-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1063 lb uplift at joint 2 and 1091 lb uplift at joint 15. 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. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T14 Truss Type Common Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330234 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-9fuyAiP4yrgfs8wFIIFAOD1_ITnxkdtwdPiw2LzGEpc Scale = 1:41.5 1 2 3 8 7 6 5 4 3x4 6x6 6x6 3x4 3x4 2x4 2x4 3x4 0-5-80-5-8 3-9-83-4-0 6-10-03-0-8 7-7-00-9-0 3-9-8 3-9-8 7-7-0 3-9-8 1-7-06-0-11-7-014.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.28 0.09 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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* 1-8,3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=259(LC 11) Max Uplift 7=-156(LC 12), 5=-182(LC 13) Max Grav 7=305(LC 18), 5=330(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/259, 1-8=-316/274 WEBS 2-7=-261/182, 2-5=-276/103, 3-5=-250/267 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-8, Exterior(2R) 3-9-8 to 6-9-8, Interior(1) 6-9-8 to 7-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 156 lb uplift at joint 7 and 182 lb uplift at joint 5. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T15 Truss Type Common Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330235 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-drSKN1Qjj8pWUIVRs0nPxQa3LtyzTvq3s3RTaozGEpb Scale = 1:77.2 1 2 3 4 5 6 7 12 11 10 9 81314 5x8 4x6 3x6 3x4 3x6 3x4 3x4 4x8 3x4 4x8 3x6 6-2-126-2-12 9-2-123-0-0 18-11-09-8-4 18-11-80-0-8 4-8-10 4-8-10 9-2-12 4-6-2 13-11-14 4-9-2 18-11-8 4-11-10 19-10-8 0-11-0 2-1-712-10-101-6-714.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [3:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.81 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.36 -0.58 0.01 (loc) 8-9 8-9 8 l/defl >421 >261 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 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* 3-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 1 Row at midpt 3-9, 4-9, 4-8 REACTIONS. (size)12=0-3-8, 10=0-3-8, 8=0-3-8 Max Horz 12=-595(LC 10) Max Uplift 12=-78(LC 12), 10=-462(LC 12), 8=-315(LC 12) Max Grav 12=567(LC 18), 10=693(LC 17), 8=734(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-477/120, 2-3=-532/457, 3-4=-523/442, 4-6=-530/499, 1-12=-460/114, 6-8=-581/559 BOT CHORD 10-12=-542/592, 9-10=-354/391, 8-9=-34/385 WEBS 2-10=-680/450, 2-9=-21/375, 3-9=-433/464, 4-9=-465/531, 1-10=-194/266, 4-8=-373/180 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-2-12, Exterior(2R) 9-2-12 to 12-2-12, Interior(1) 12-2-12 to 19-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 78 lb uplift at joint 12, 462 lb uplift at joint 10 and 315 lb uplift at joint 8. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T16 Truss Type Half Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330236 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-510iaNRLUSxM6S4dQjIeUe6I4HSrCXsD5jB16EzGEpa Scale = 1:25.0 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 3x4 3x6 1-11-111-11-11 6-3-04-3-5 -0-11-0 0-11-0 1-11-11 1-11-11 6-3-0 4-3-5 1-7-03-10-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.13 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=245(LC 9) Max Uplift 5=-184(LC 9), 7=-177(LC 12) Max Grav 5=247(LC 17), 7=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-304/178 BOT CHORD 6-7=-348/348, 5-6=-212/292 WEBS 3-5=-297/192 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 5 and 177 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T17 Truss Type Half Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330237 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ZEZ4ojSzFm3Djbfq_Rpt0rfOvgoXxzbMKNwafgzGEpZ Scale = 1:33.2 1 2 3 4 7 6 5 3x4 3x4 3x4 3x4 4x6 3x6 3-1-73-1-7 6-3-03-1-9 -0-11-0 0-11-0 3-1-7 3-1-7 6-3-0 3-1-9 1-7-05-2-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.10 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=326(LC 9) Max Uplift 5=-227(LC 9), 7=-152(LC 12) Max Grav 5=283(LC 17), 7=312(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-288/166 BOT CHORD 6-7=-470/470, 5-6=-231/296 WEBS 3-5=-391/268, 2-6=-194/263 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 3-1-7, Exterior(2E) 3-1-7 to 6-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 5 and 152 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T18 Truss Type Half Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330238 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ZEZ4ojSzFm3Djbfq_Rpt0rfPdgnmxvzMKNwafgzGEpZ Scale = 1:40.9 1 2 3 4 7 6 5 3x4 3x4 3x4 3x4 4x6 3x6 4-3-24-3-2 6-3-01-11-14 -0-11-0 0-11-0 4-3-2 4-3-2 6-3-0 1-11-14 1-7-06-6-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.15 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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* 4-5: 2x4 SPF No.2, 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=406(LC 9) Max Uplift 5=-283(LC 9), 7=-119(LC 12) Max Grav 5=330(LC 17), 7=362(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/170, 2-7=-327/159 BOT CHORD 6-7=-592/592, 5-6=-218/265 WEBS 3-5=-530/366, 2-6=-347/394 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-3-2, Exterior(2E) 4-3-2 to 6-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 5 and 119 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T19 Truss Type Half Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330239 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-1Q7T?3Sb03B4LlE0X8K6Z3CXo479gFbVY1g7B6zGEpY Scale = 1:48.8 1 2 3 4 7 6 5 6x6 3x4 6x6 3x4 3x4 3x6 3-1-83-1-8 6-3-03-1-8 -0-11-0 0-11-0 5-4-14 5-4-14 6-3-0 0-10-2 1-7-07-10-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.83 0.14 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-5: 2x4 SPF No.2, 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 7-0-5 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=486(LC 9) Max Uplift 5=-348(LC 9), 7=-89(LC 8) Max Grav 5=392(LC 17), 7=429(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/277, 2-7=-407/151 BOT CHORD 6-7=-714/714 WEBS 3-6=-182/282, 3-5=-677/538, 2-6=-476/522 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 5-4-14, Exterior(2E) 5-4-14 to 6-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 5 and 89 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T20 Truss Type Half Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330240 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-VchrDPTDnNJxzvpC5srL5GklFUU6PtOfnhPhjZzGEpX Scale: 3/8"=1' 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 3x4 3x6 2-11-72-11-7 6-3-03-3-9 -0-11-0 0-11-0 2-11-7 2-11-7 6-3-0 3-3-9 1-7-05-0-514.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.09 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=314(LC 9) Max Uplift 5=-220(LC 9), 7=-156(LC 12) Max Grav 5=277(LC 17), 7=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-287/168 BOT CHORD 6-7=-452/452, 5-6=-230/298 WEBS 3-5=-375/256 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 2-11-7, Exterior(2E) 2-11-7 to 6-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint 5 and 156 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T21 Truss Type Half Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330241 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-zpFDQlUrYhRob3OPfZMaeUH?Iupd8Lzo0L9EG?zGEpW Scale: 1/2"=1' 1 2 3 4 7 6 5 4x6 3x4 3x4 3x4 3x4 3x6 1-9-111-9-11 6-3-04-5-5 -0-11-0 0-11-0 1-9-11 1-9-11 6-3-0 4-5-5 1-7-03-8-514.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12], [4: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.14 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 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* 2-7: 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=233(LC 9) Max Uplift 5=-178(LC 9), 7=-180(LC 12) Max Grav 5=243(LC 17), 7=309(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-309/178 BOT CHORD 6-7=-330/330, 5-6=-206/288 WEBS 3-5=-286/182 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 5 and 180 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss T22 Truss Type Half Hip Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330242 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-S?pbe5VTJ_ZfCDzbDHtpBhq0fI44tj_yE?unoRzGEpV Scale = 1:45.1 1 2 3 4 5 6 8 7 9 10 4x6 4x6 4x8 3x12 5x6 2x4 3x4 8-8-48-8-4 10-8-01-11-12 -0-11-8 0-11-8 5-0-14 5-0-14 9-11-4 4-10-6 10-8-0 0-8-12 1-1-07-8-88.00 12 Plate Offsets (X,Y)-- [2:0-8-13,Edge], [5:0-3-12,0-2-0], [6: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.92 0.51 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.27 -0.01 (loc) 2-8 2-8 7 l/defl >786 >392 n/a L/d 240 180 n/a PLATES MT20 Weight: 60 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* 6-7: 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 3-2-14 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-3-8, 8=0-3-8 Max Horz 2=446(LC 9) Max Uplift 7=-300(LC 9), 2=-213(LC 12), 8=-95(LC 12) Max Grav 7=220(LC 17), 2=430(LC 1), 8=429(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-411/193 BOT CHORD 2-8=-476/422, 7-8=-324/300 WEBS 5-7=-420/506 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) -0-11-8 to 2-0-8, Interior(1) 2-0-8 to 9-11-4, Exterior(2E) 9-11-4 to 10-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 7, 213 lb uplift at joint 2 and 95 lb uplift at joint 8. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 19 Heritage at Spring Mills Job Reference (optional) I41330243 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-OOxM2nWkrcpNSW6zKhwHG6vPW5hgLYxFiJNusKzGEpT Scale = 1:66.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10171819202122232425262728293031323334353637 38 39 40 41 42 434x6 4x6 4x6 5x6 5x10 MT18HS 10x16 4x6 4x6 6x18 MT18HS5x8 8x8 12x12 3x12 6x10 8x8 5x8 3x12 5x10 MT18HS 8-8-48-8-4 11-8-43-0-0 18-5-06-8-12 25-1-126-8-12 30-10-25-8-6 36-10-05-11-14 5-11-14 5-11-14 11-8-4 5-8-6 18-5-0 6-8-12 25-1-12 6-8-12 30-10-2 5-8-6 36-10-0 5-11-14 1-1-08-10-81-1-08-10-88.00 12 Plate Offsets (X,Y)-- [3:0-2-12,0-2-0], [4:0-3-12,0-2-0], [6:0-7-12,0-2-0], [9:0-0-0,0-5-14], [11:0-4-0,0-4-12] 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 0.77 0.76 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.31 -0.32 0.08 (loc) 11-13 11-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 527 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E *Except* 4-6: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-15,5-15,5-11,7-11: 2x4 SPF 2100F 1.8E SLIDER Left 2x4 SPF-S Stud 3-6-13, Right 2x10 SP No.1 3-6-10 BRACING- TOP CHORD Sheathed or 4-7-10 oc purlins, except 2-0-0 oc purlins (5-6-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 5-15 REACTIONS. (size)1=0-3-8, 9=0-3-8 (req. 0-4-1), 16=0-3-8 (req. 0-4-1) Max Horz 1=-292(LC 25) Max Uplift 1=-1006(LC 8), 9=-6063(LC 8), 16=-5945(LC 8) Max Grav 1=1737(LC 31), 9=9786(LC 32), 16=9759(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1902/1304, 3-4=-4894/3338, 4-5=-4008/2892, 5-6=-8777/5838, 6-7=-10431/6788, 7-9=-13369/8396 BOT CHORD 1-16=-916/1655, 15-16=-3717/2455, 13-15=-5106/8355, 11-13=-5106/8355, 10-11=-6526/10560, 9-10=-6526/10560 WEBS 3-16=-9231/6043, 3-15=-5964/9461, 4-15=-1552/2387, 5-15=-7069/4415, 5-13=-2885/4789, 5-11=-489/728, 6-11=-3345/5234, 7-11=-2564/1650, 7-10=-2043/3697 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 15-3 2x4 - 1 row at 0-9-0 oc, member 15-4 2x4 - 1 row at 0-9-0 oc, member 15-5 2x4 - 1 row at 0-9-0 oc, member 5-13 2x4 - 1 row at 0-9-0 oc, member 11-5 2x4 - 1 row at 0-9-0 oc, member 11-6 2x4 - 1 row at 0-9-0 oc, member 11-7 2x4 - 1 row at 0-9-0 oc, member 7-10 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=250ft; B=45ft; L=24ft; eave=5ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 9, 16 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1006 lb uplift at joint 1, 6063 lb uplift at joint 9 and 5945 lb uplift at joint 16.Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 19 Heritage at Spring Mills Job Reference (optional) I41330243 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:44 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-OOxM2nWkrcpNSW6zKhwHG6vPW5hgLYxFiJNusKzGEpT NOTES- 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 321 lb down and 145 lb up at 1-8-12, 321 lb down and 145 lb up at 3-8-12, 321 lb down and 145 lb up at 5-8-12, 321 lb down and 145 lb up at 7-8-12, 936 lb down and 454 lb up at 9-8-12, 361 lb down and 516 lb up at 10-8-12, 999 lb down and 490 lb up at 11-8-12, 214 lb down and 198 lb up at 12-6-12, 999 lb down and 490 lb up at 13-8-12, 235 lb down and 240 lb up at 14-6-12, 985 lb down and 490 lb up at 15-8-12, 416 lb down and 400 lb up at 16-6-12, 989 lb down and 490 lb up at 17-8-12, 416 lb down and 400 lb up at 18-6-12, 984 lb down and 490 lb up at 19-8-12, 416 lb down and 400 lb up at 20-6-12, 990 lb down and 490 lb up at 21-8-12, 416 lb down and 400 lb up at 22-6-12, 999 lb down and 490 lb up at 23-8-12, 416 lb down and 400 lb up at 24-6-12, 999 lb down and 490 lb up at 25-8-12, 356 lb down and 368 lb up at 26-6-12, 999 lb down and 490 lb up at 27-8-12, 288 lb down and 303 lb up at 28-6-12, 999 lb down and 490 lb up at 29-8-12, 241 lb down and 247 lb up at 30-6-12, 999 lb down and 490 lb up at 31-8-12, 214 lb down and 204 lb up at 32-6-12, 999 lb down and 490 lb up at 33-8-12, and 223 lb down and 262 lb up at 34-6-12, and 999 lb down and 490 lb up at 35-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 1-9=-20 Concentrated Loads (lb) Vert: 14=-885(B) 15=-885(B) 13=-217(F) 10=-214(F) 12=-217(F) 17=-138 18=-138 19=-138 20=-138 21=-829(B) 22=-360(F) 23=-214(F) 24=-885(B) 25=-214(F) 27=-217(F) 28=-885(B) 29=-885(B) 30=-885(B) 31=-217(F) 32=-885(B) 33=-217(F) 34=-885(B) 35=-213(F) 36=-885(B) 37=-213(F) 38=-885(B) 39=-885(B) 40=-214(F) 41=-885(B) 42=-211(F) 43=-885(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 19_HERITAGE_AT_SPRIN~S Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 2 19 Heritage at Spring Mills Job Reference (optional) I41330244 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ozcUhoZc8XByJ_rY?qT_ulXz9Jh3YtJhOHcYTfzGEpQ Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 142627282930313233343536373839404142434445464748495051525354 5x8 3x6 3x4 8x8 4x8 4x6 3x4 4x10 3x6 6x8 3x4 4x6 5x6 4x6 8x8 5x12 6x6 3x6 6x6 3x6 6x6 4x6 3x6 4x6 0-0-8 0-0-8 2-3-8 2-3-0 8-5-6 6-1-14 15-4-0 6-10-10 17-6-4 2-2-4 26-6-11 9-0-7 35-7-2 9-0-7 46-0-0 10-4-14 53-11-8 7-11-8 -0-11-0 0-11-0 2-3-8 2-3-8 8-5-6 6-1-14 15-4-0 6-10-10 23-0-0 7-8-0 30-8-0 7-8-0 38-4-0 7-8-0 46-0-0 7-8-0 53-11-8 7-11-8 1-0-116-8-40-8-08.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-2-4], [14:Edge,0-4-12], [15:0-3-0,0-4-0], [17:0-3-0,0-3-12], [19:0-3-0,0-3-8], [20:0-4-0,0-4-12], [22:0-2-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.84 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.40 -0.10 (loc) 15-17 15-17 14 l/defl >948 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 551 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 4-25,6-21: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 5-22,7-22,7-20,10-15,12-14: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-8-10 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-3 max.): 5-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 12-14 REACTIONS. (size)14=0-3-8, 2=0-3-8, 20=0-3-8 (req. 0-6-6) Max Horz 2=381(LC 5) Max Uplift 14=-3204(LC 4), 2=-428(LC 8), 20=-6911(LC 8) Max Grav 14=3770(LC 28), 2=594(LC 1), 20=8147(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-761/549, 4-5=-334/339, 5-6=-2183/2603, 6-7=-2201/2623, 7-9=-2498/2131, 9-10=-4928/4181, 10-12=-3910/3323 BOT CHORD 2-25=-544/633, 24-25=-264/243, 4-24=-453/536, 23-24=-760/940, 22-23=-432/344, 21-22=-810/674, 6-22=-472/429, 20-21=-750/625, 19-20=-469/477, 17-19=-3141/3645, 15-17=-4033/4701, 14-15=-3288/3842 WEBS 4-23=-1063/1034, 5-23=-1272/1529, 5-22=-3183/2679, 20-22=-3478/3138, 7-22=-1646/1845, 7-20=-6735/5769, 7-19=-3341/4031, 9-19=-2298/2001, 9-17=-1617/1955, 10-17=-510/717, 10-15=-1130/985, 12-15=-2145/2634, 12-14=-4860/4116 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, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 20 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3204 lb uplift at joint 14, 428 lb uplift at joint 2 and 6911 lb uplift at joint 20. Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG02 Truss Type Half Hip Girder Qty 1 Ply 2 19 Heritage at Spring Mills Job Reference (optional) I41330244 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:47 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ozcUhoZc8XByJ_rY?qT_ulXz9Jh3YtJhOHcYTfzGEpQ NOTES- 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 203 lb up at 2-1-12, 143 lb down and 161 lb up at 2-10-4, 180 lb down and 213 lb up at 4-10-4, 246 lb down and 282 lb up at 6-10-4, 317 lb down and 328 lb up at 8-10-4, 317 lb down and 328 lb up at 10-10-4, 317 lb down and 328 lb up at 12-10-4, 317 lb down and 328 lb up at 14-10-4, 319 lb down and 330 lb up at 16-10-4, 321 lb down and 329 lb up at 18-10-4, 321 lb down and 329 lb up at 20-10-4, 321 lb down and 329 lb up at 22-10-4, 321 lb down and 329 lb up at 24-10-4, 321 lb down and 329 lb up at 26-10-4, 321 lb down and 329 lb up at 28-10-4, 321 lb down and 329 lb up at 30-10-4, 319 lb down and 330 lb up at 32-10-4, 319 lb down and 330 lb up at 34-10-4, 319 lb down and 330 lb up at 36-10-4, 319 lb down and 330 lb up at 38-10-4, 319 lb down and 330 lb up at 40-10-4, 319 lb down and 330 lb up at 42-10-4, 319 lb down and 330 lb up at 44-10-4, 321 lb down and 329 lb up at 46-10-4, 321 lb down and 329 lb up at 48-10-4, and 321 lb down and 329 lb up at 50-10-4, and 322 lb down and 329 lb up at 52-10-4 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: 1-5=-60, 5-13=-60, 2-25=-20, 22-24=-20, 14-21=-20 Concentrated Loads (lb) Vert: 25=-137(F) 23=-142(F) 19=-150(F) 26=-143(F) 27=-143(F) 28=-143(F) 29=-142(F) 30=-142(F) 31=-142(F) 32=-143(F) 33=-150(F) 34=-150(F) 35=-150(F) 37=-150(F) 38=-150(F) 40=-150(F) 42=-143(F) 43=-143(F) 44=-143(F) 46=-143(F) 47=-143(F) 49=-143(F) 50=-143(F) 51=-150(F) 52=-150(F) 53=-150(F) 54=-150(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 19_HERITAGE_AT_SPRIN~S Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 19 Heritage at Spring Mills Job Reference (optional) I41330245 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-DYIdJqbVQSZWASa7hy1hVN9NPWl?lEH74FqD4_zGEpN Scale = 1:89.4 12 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 1321222324252627282930313233343536373839404142434445464748 5x10 MT18HS 3x8 MT18HS 3x4 7x16 MT18HS 8x10 4x6 4x6 5x10 MT18HS8x8 2x4 3x8 6x6 4x6 6x6 5x6 8x8 6x6 3x8 MT18HS 5x10 MT18HS 6x18 MT18HS 0-0-80-0-8 11-11-611-10-14 19-7-57-7-15 31-1-311-5-14 42-7-111-5-14 50-6-87-11-7 -0-11-0 0-11-0 6-1-7 6-1-7 11-11-6 5-9-15 19-7-5 7-7-15 27-3-4 7-7-15 34-11-2 7-7-15 42-7-1 7-7-15 50-6-8 7-11-7 1-0-119-0-48.00 12 Plate Offsets (X,Y)-- [5:0-7-12,0-2-0], [6:0-3-8,0-1-8], [13:Edge,0-4-12], [14:0-3-8,0-4-0], [16:0-2-8,0-4-0], [18:0-3-0,0-3-8] 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 1.00 0.70 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.86 -0.76 -0.16 (loc) 16-18 16-18 13 l/defl >704 >794 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 661 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SP 2400F 2.0E, 10-12: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 4-20: 2x4 SPF-S Stud, 8-18,9-14,11-13: 2x6 SPF No.2 SLIDER Left 2x6 SPF No.2 3-8-13 BRACING- TOP CHORD Sheathed, except end verticals, and 2-0-0 oc purlins (4-11-10 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. WEBS 1 Row at midpt 12-13, 5-20, 6-20, 9-14, 11-14, 11-13 REACTIONS. (size)13=Mechanical, 2=0-3-8 Max Horz 2=522(LC 5) Max Uplift 13=-6140(LC 8), 2=-5276(LC 8) Max Grav 13=7626(LC 27), 2=6702(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-9493/7537, 4-5=-9395/7594, 5-6=-7903/6520, 6-8=-10352/8500, 8-9=-10474/8564, 9-11=-6012/4919 BOT CHORD 2-20=-6096/7701, 18-20=-8380/10433, 16-18=-8560/10631, 14-16=-7375/9144, 13-14=-4841/5996 WEBS 4-20=-559/787, 5-20=-3797/4726, 6-20=-3857/3153, 6-18=-1967/2528, 8-18=-411/369, 8-16=-384/535, 9-16=-2708/3485, 9-14=-4759/3843, 11-14=-4814/6124, 11-13=-8838/7068 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 0-7-0 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, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=6ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6140 lb uplift at joint 13 and 5276 lb uplift at joint 2. 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.Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG03 Truss Type Half Hip Girder Qty 1 Ply 2 19 Heritage at Spring Mills Job Reference (optional) I41330245 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:50 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-DYIdJqbVQSZWASa7hy1hVN9NPWl?lEH74FqD4_zGEpN NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 271 lb up at 2-3-12, 225 lb down and 211 lb up at 4-3-12, 250 lb down and 254 lb up at 6-3-12, 299 lb down and 310 lb up at 8-3-12, 363 lb down and 376 lb up at 10-3-12, 423 lb down and 403 lb up at 12-3-12, 423 lb down and 403 lb up at 14-3-12, 423 lb down and 403 lb up at 16-3-12, 423 lb down and 403 lb up at 18-3-12, 423 lb down and 403 lb up at 20-3-12, 423 lb down and 403 lb up at 22-3-12, 423 lb down and 403 lb up at 24-3-12, 423 lb down and 403 lb up at 26-3-12, 423 lb down and 403 lb up at 28-3-12, 423 lb down and 403 lb up at 30-3-12, 423 lb down and 403 lb up at 32-3-12, 424 lb down and 400 lb up at 34-3-12, 424 lb down and 400 lb up at 36-3-12, 424 lb down and 400 lb up at 38-3-12, 424 lb down and 400 lb up at 40-3-12, 424 lb down and 400 lb up at 42-3-12, 424 lb down and 400 lb up at 44-3-12, 423 lb down and 403 lb up at 46-3-12, and 423 lb down and 403 lb up at 48-3-12, and 429 lb down and 394 lb up at 50-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-12=-60, 2-13=-20 Concentrated Loads (lb) Vert: 13=-233(B) 20=-224(B) 14=-232(B) 15=-232(B) 17=-224(B) 21=-224(B) 22=-225(B) 24=-225(B) 26=-225(B) 27=-225(B) 28=-224(B) 30=-224(B) 31=-224(B) 32=-224(B) 34=-224(B) 35=-224(B) 36=-224(B) 38=-224(B) 39=-224(B) 41=-232(B) 42=-232(B) 44=-232(B) 45=-232(B) 46=-224(B) 48=-224(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 19_HERITAGE_AT_SPRIN~S Truss TG04 Truss Type Common Girder Qty 1 Ply 3 19 Heritage at Spring Mills Job Reference (optional) I41330246 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-hks?WAc7BlhNnb9KEgYw2bhjqwAGUnQHJvamcQzGEpM Scale = 1:77.2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 101617 3x4 4x6 3x6 4x6 6x6 4x6 4x8 8x8 4x10 8x8 4x6 4x6 8x8 3x4 6-2-126-2-12 9-2-123-0-0 12-4-83-1-12 18-11-06-6-8 18-11-80-0-8 3-3-4 3-3-4 6-3-0 2-11-12 9-2-12 2-11-12 12-4-8 3-1-12 15-6-4 3-1-12 18-11-8 3-5-4 19-10-8 0-11-0 2-1-712-10-101-6-714.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [10:Edge,0-4-12], [11:0-3-8,0-4-12], [12:0-4-0,0-4-4], [13:0-3-0,0-4-8] 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 0.31 0.38 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.09 -0.01 (loc) 11 11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 444 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-13,3-12,4-12,5-12,5-11: 2x4 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)13=0-3-8 (req. 0-3-14), 15=0-3-8, 10=0-3-8 Max Horz 15=-590(LC 6) Max Uplift 13=-5213(LC 8), 15=-272(LC 4), 10=-3709(LC 8) Max Grav 13=7387(LC 31), 15=726(LC 32), 10=4839(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-185/260, 2-3=-694/451, 3-4=-2554/2125, 4-5=-2495/2125, 5-6=-5112/4122, 6-8=-853/855, 1-15=-193/259, 8-10=-819/838 BOT CHORD 13-15=-556/621, 12-13=-528/677, 11-12=-2598/3412, 10-11=-2190/3015 WEBS 2-13=-292/438, 3-13=-5375/4062, 3-12=-2936/4087, 4-12=-3038/3563, 5-12=-5229/4599, 5-11=-5664/6648, 6-11=-752/943, 2-15=-865/633, 6-10=-4806/3519 NOTES- 1) n/a 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) WARNING: Required bearing size at joint(s) 13 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5213 lb uplift at joint 13, 272 lb uplift at joint 15 and 3709 lb uplift at joint 10. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1292 lb down and 610 lb up at 6-4-4, 2349 lb down and 1072 lb up at 8-4-4, and 911 lb down and 470 lb up at 10-4-4, and 7180 lb down and 6160 lb up at 12-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG04 Truss Type Common Girder Qty 1 Ply 3 19 Heritage at Spring Mills Job Reference (optional) I41330246 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:51 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-hks?WAc7BlhNnb9KEgYw2bhjqwAGUnQHJvamcQzGEpM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-9=-60, 10-15=-20 Concentrated Loads (lb) Vert: 13=-1110(B) 11=-4970(B) 16=-1995(B) 17=-779(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 19_HERITAGE_AT_SPRIN~S Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330247 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-9wQNkWcly3qEPlkWoN39aoEn6KULDFiQYZJJ8szGEpL Scale = 1:25.1 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 12x18 MT18HS 4x8 4x6 12x18 MT18HS 6x6 8x8 4-10-04-10-0 7-9-02-11-0 12-7-04-10-0 4-10-0 4-10-0 7-9-0 2-11-0 12-7-0 4-10-0 1-1-04-3-111-1-04-3-118.00 12 Plate Offsets (X,Y)-- [1:Edge,0-10-2], [2:0-5-12,0-2-0], [3:0-3-12,0-2-0], [4:Edge,0-10-2], [5:0-1-12,0-0-0], [7:0-3-0,0-3-8], [8:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.45 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.01 (loc) 7-8 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 60 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 3-11-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-15 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=152(LC 7) Max Uplift 8=-1162(LC 8), 5=-1102(LC 8) Max Grav 8=1917(LC 31), 5=1741(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1884/1240, 2-3=-1536/1133, 3-4=-1899/1246, 1-8=-1330/937, 4-5=-1342/941 BOT CHORD 7-8=-344/529, 6-7=-960/1570, 5-6=-284/403 WEBS 2-7=-295/743, 3-6=-331/794, 1-7=-693/1129, 4-6=-706/1162 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1162 lb uplift at joint 8 and 1102 lb uplift at joint 5. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down and 120 lb up at 2-3-8, 139 lb down and 188 lb up at 4-3-8, 155 lb down and 199 lb up at 6-3-8, and 139 lb down and 188 lb up at 8-3-8, and 123 lb down and 120 lb up at 10-3-8 on top chord, and 408 lb down and 144 lb up at 0-9-12, 50 lb down and 104 lb up at 2-3-8, 406 lb down and 147 lb up at 2-9-12, 49 lb down and 96 lb up at 4-3-8, 406 lb down and 147 lb up at 4-9-12, 51 lb down and 101 lb up at 6-3-8, 406 lb down and 147 lb up at 6-9-12, 49 lb down and 96 lb up at 8-3-8, 406 lb down and 147 lb up at 8-9-12, and 50 lb down and 104 lb up at 10-3-8, and 406 lb down and 147 lb up at 10-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG05 Truss Type Hip Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330247 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-d6zlxrdNjNy51vIiM4aO70nxsjqayixZmD3thJzGEpK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-226(B) 14=-229(B) 15=-2(F) 16=-226(B) 17=-1(F) 18=-1(F) 19=-226(B) 20=-1(F) 21=-226(B) 22=-2(F) 23=-226(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 19_HERITAGE_AT_SPRIN~S Truss TG06 Truss Type Half Hip Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330248 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ZV5WMXfdF_CpGDS5TVcsCRsKKXdYQhTsEXY_lBzGEpI Scale = 1:17.3 1 2 3 4 7 6 5 8 9 10 11 4x6 3x4 3x4 3x8 3x4 3x6 3-1-83-1-8 6-3-03-1-8 -0-11-0 0-11-0 0-10-0 0-10-0 6-3-0 5-5-0 1-7-02-6-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=160(LC 5) Max Uplift 5=-242(LC 5), 7=-357(LC 8) Max Grav 5=263(LC 30), 7=343(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-235/255, 4-5=-234/257, 2-7=-305/323 WEBS 2-6=-193/342 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint 5 and 357 lb uplift at joint 7. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 186 lb up at 0-10-0, and 108 lb down and 126 lb up at 2-11-10, and 108 lb down and 126 lb up at 4-11-10 on top chord, and 37 lb down and 63 lb up at 0-10-0, and 9 lb down at 2-11-10, and 9 lb down at 4-11-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=31(F) 6=-1(F) 10=4(F) 11=-1(F)May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG07 Truss Type Hip Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330249 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-_4ne_ZhWYvaO7gBg9eAZq3UrIkcMd3nIwVmeMWzGEpF Scale = 1:26.9 1 2 3 4 5 6 8 7 9 10 11 12 13 14 3x12 4x6 4x8 4x6 3x12 4x6 2x4 3x4 4-9-24-9-2 9-3-144-6-12 14-1-04-9-2 4-9-2 4-9-2 9-3-14 4-6-12 14-1-0 4-9-2 1-1-04-3-11-1-04-3-18.00 12 Plate Offsets (X,Y)-- [1:0-5-8,Edge], [3:0-5-12,0-2-0], [4:0-3-12,0-2-0], [6:0-8-13,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 0.55 0.16 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 -0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-0-2, Right 2x6 SPF No.2 3-0-2 BRACING- TOP CHORD Sheathed or 5-11-13 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. REACTIONS. (size)1=0-3-8, 6=0-3-8 Max Horz 1=134(LC 7) Max Uplift 1=-891(LC 8), 6=-891(LC 8) Max Grav 1=779(LC 31), 6=779(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-989/1189, 3-4=-727/1030, 4-6=-990/1188 BOT CHORD 1-8=-813/769, 7-8=-820/776, 6-7=-787/728 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 891 lb uplift at joint 1 and 891 lb uplift at joint 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 199 lb up at 3-0-8, 155 lb down and 205 lb up at 4-9-2, 155 lb down and 199 lb up at 7-0-8, and 155 lb down and 205 lb up at 9-3-14, and 173 lb down and 199 lb up at 11-0-8 on top chord, and 67 lb down and 140 lb up at 3-0-8, 51 lb down and 101 lb up at 5-0-8, 51 lb down and 101 lb up at 7-0-8, and 51 lb down and 101 lb up at 9-0-8, and 67 lb down and 140 lb up at 11-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 1-6=-20 Continued on page 2 May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss TG07 Truss Type Hip Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330249 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:27:59 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-SGL0Cvi8JDiFlqmsiLhoNH1018ybMW1S98WBuyzGEpE LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-1(F) 7=-1(F) 9=-8(F) 11=-8(F) 12=-11(F) 13=-1(F) 14=-11(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 19_HERITAGE_AT_SPRIN~S Truss TG08 Truss Type Half Hip Girder Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330250 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-wTuPPFjm4Wq6M_L2G3C1vUZBkYIB5yYbNoFkQPzGEpD Scale = 1:16.7 1 2 3 4 7 6 5 8 9 10 11 4x6 3x4 3x4 3x12 3x4 3x6 3-1-83-1-8 6-3-03-1-8 -0-11-0 0-11-0 0-9-2 0-9-2 6-3-0 5-5-14 1-7-02-5-1114.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.13 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=155(LC 5) Max Uplift 5=-496(LC 5), 7=-415(LC 8) Max Grav 5=417(LC 30), 7=364(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/299, 4-5=-251/278, 2-7=-336/373 WEBS 2-6=-220/368 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 496 lb uplift at joint 5 and 415 lb uplift at joint 7. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 204 lb down and 172 lb up at 0-9-2, and 96 lb down and 87 lb up at 2-10-12 on top chord, and 48 lb down and 101 lb up at 0-9-2, 17 lb down and 34 lb up at 2-10-12, and 45 lb down and 66 lb up at 4-1-12, and 181 lb down and 308 lb up at 5-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=39(B) 6=1(B) 9=1(B) 10=-45 11=-141(B)May 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V01 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330251 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-sr09qwk0b84pcIVRNTEV_vfWkM_DZs8ur6krVHzGEpB Scale = 1:45.1 1 2 3 5 46 3x4 3x4 3x4 2x4 2x4 6-0-0 6-0-0 6-11-90-0-414.00 12 Plate Offsets (X,Y)-- [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.59 0.16 0.14 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: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 5-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-12 oc bracing. REACTIONS. (size)5=5-11-6, 3=5-11-6, 4=5-11-6 Max Horz 5=-395(LC 8) Max Uplift 5=-166(LC 10), 3=-142(LC 11), 4=-454(LC 12) Max Grav 5=196(LC 18), 3=304(LC 8), 4=477(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-302/267, 1-2=-307/303, 2-3=-641/660 BOT CHORD 4-5=-478/478, 3-4=-478/478 WEBS 2-4=-522/496 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-4-11, Interior(1) 4-4-11 to 5-8-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 166 lb uplift at joint 5, 142 lb uplift at joint 3 and 454 lb uplift at joint 4. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V02 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330252 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-sr09qwk0b84pcIVRNTEV_vfSzM?qZtbur6krVHzGEpB Scale = 1:41.0 1 2 3 5 4 3x4 3x4 3x4 2x4 2x4 5-5-2 5-5-2 6-3-90-0-414.00 12 Plate Offsets (X,Y)-- [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.89 0.12 0.11 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 5-5-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. REACTIONS. (size)5=5-4-9, 3=5-4-9, 4=5-4-9 Max Horz 5=-355(LC 8) Max Uplift 5=-149(LC 10), 3=-128(LC 11), 4=-407(LC 12) Max Grav 5=145(LC 18), 3=273(LC 8), 4=363(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-272/240, 1-2=-276/272, 2-3=-576/593 BOT CHORD 4-5=-429/429, 3-4=-429/429 WEBS 2-4=-469/445 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-4-11, Interior(1) 4-4-11 to 5-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 149 lb uplift at joint 5, 128 lb uplift at joint 3 and 407 lb uplift at joint 4. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V02A Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330253 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-oE8vFcmH7lKXrbepVuHz4Kkq09gX1mGBIQDyaAzGEp9 Scale = 1:31.21 2 3 5 4 3x4 3x4 3x4 2x4 2x4 4-10-5 4-10-5 5-7-90-0-414.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-8], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.73 0.11 0.10 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 4-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. REACTIONS. (size)5=4-9-11, 3=4-9-11, 4=4-9-11 Max Horz 5=-317(LC 8) Max Uplift 5=-133(LC 10), 3=-116(LC 11), 4=-364(LC 12) Max Grav 5=132(LC 18), 3=245(LC 8), 4=325(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/532 BOT CHORD 4-5=-384/384, 3-4=-384/384 WEBS 2-4=-420/398 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 133 lb uplift at joint 5, 116 lb uplift at joint 3 and 364 lb uplift at joint 4. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V03 Truss Type GABLE Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330254 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-HQiISymvu3SOTlD03coCcYH1lZ_bmAPKX4zV6czGEp8 Scale = 1:59.2 1 2 3 4 5 10 9 8 7 6 4x6 3x6 3x4 3x4 2x4 5x6 2x4 2x4 3x6 2x4 11-8-811-8-8 6-9-8 6-9-8 11-8-8 4-11-0 1-1-09-0-23-3-414.00 12 Plate Offsets (X,Y)-- [3:0-2-2,Edge], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.60 0.24 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 5-6: 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed 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 3-8 REACTIONS.All bearings 11-8-8. (lb) - Max Horz 10=421(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 10=-393(LC 10), 6=-199(LC 18), 8=-213(LC 11), 9=-566(LC 12), 7=-568(LC 12) Max Grav All reactions 250 lb or less at joint(s) 6 except 10=513(LC 11), 8=570(LC 17), 9=664(LC 17), 7=646(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-419/337, 1-2=-526/488, 2-3=-405/441, 3-4=-405/440 WEBS 3-8=-443/309, 2-9=-584/575, 4-7=-591/574 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 11-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 10, 199 lb uplift at joint 6, 213 lb uplift at joint 8, 566 lb uplift at joint 9 and 568 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V04 Truss Type GABLE Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330255 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Dpq2teo9Qgi6i3NOA1qghzMNMNhaE0Pd_OScAVzGEp6 Scale = 1:51.6 1 2 3 4 5 9 8 7 610113x4 3x4 3x4 2x4 5x6 2x4 2x4 3x6 2x4 11-8-811-8-8 6-9-8 6-9-8 11-8-8 4-11-0 0-1-08-0-22-3-414.00 12 Plate Offsets (X,Y)-- [3:0-2-2,Edge], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.15 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-5: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-8-8. (lb) - Max Horz 1=365(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 1=-268(LC 10), 6=-188(LC 18), 8=-191(LC 11), 9=-513(LC 12), 7=-605(LC 12) Max Grav All reactions 250 lb or less at joint(s) 6 except 1=358(LC 11), 8=581(LC 17), 9=540(LC 17), 7=613(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/443, 2-3=-349/384, 3-4=-350/386 WEBS 3-8=-371/274, 2-9=-544/549, 4-7=-606/608 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-15 to 3-2-15, Interior(1) 3-2-15 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior(1) 9-9-8 to 11-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 lb uplift at joint 1, 188 lb uplift at joint 6, 191 lb uplift at joint 8, 513 lb uplift at joint 9 and 605 lb uplift at joint 7. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V05 Truss Type GABLE Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330256 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-h?NQ5_pnB_rzKDybkkLvEAuYGm1wzWjnD2BAjxzGEp5 Scale = 1:45.4 1 2 3 45 9 8 7 610113x4 4x6 3x4 3x4 2x4 2x4 2x4 3x6 2x4 10-11-110-11-1 6-0-1 6-0-1 10-11-1 4-11-0 0-0-47-0-21-3-414.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-2-0], [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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.14 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 10-11-1. (lb) - Max Horz 1=305(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-254(LC 10), 6=-261(LC 11), 9=-485(LC 12), 7=-650(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 1=274(LC 11), 6=317(LC 12), 8=504(LC 17), 9=499(LC 17), 7=627(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-352/376, 2-3=-264/287, 3-4=-266/290, 4-5=-242/259, 5-6=-279/276 WEBS 3-8=-297/147, 2-9=-534/535, 4-7=-634/644 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 6-0-1, Exterior(2R) 6-0-1 to 9-0-1, Interior(1) 9-0-1 to 10-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=254, 6=261, 9=485, 7=650. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V06 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330257 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:09 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-9BxoIKqPyHzqxMXnIRs8nORj2AMgi_YwSixjFNzGEp4 Scale = 1:37.6 1 2 3 4 5 8 7 63x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-30-0-3 10-3-910-3-6 5-1-13 5-1-13 10-3-9 5-1-13 0-0-46-0-20-0-414.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.17 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-3-3. (lb) - Max Horz 1=-243(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-147(LC 18), 6=-542(LC 12), 8=-542(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=424(LC 12), 6=486(LC 18), 8=487(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-8=-229/278, 7-8=-229/278, 6-7=-229/278, 5-6=-229/278 WEBS 3-7=-365/311, 4-6=-531/522, 2-8=-531/522 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-1-13, Exterior(2R) 5-1-13 to 8-1-13, Interior(1) 8-1-13 to 10-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 7=147, 6=542, 8=542. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V07 Truss Type GABLE Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330258 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-dOVBWfq2jb5hZW6zr9ONJb_nGagPRU44hMgGnpzGEp3 Scale = 1:33.9 1 2 3 43x4 4x6 3x4 2x4 8-7-08-7-0 4-3-8 4-3-8 8-7-0 4-3-8 0-0-45-0-20-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 1.00 0.27 0.08 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: 23 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-7-0, 3=8-7-0, 4=8-7-0 Max Horz 1=200(LC 11) Max Uplift 1=-155(LC 12), 3=-155(LC 12), 4=-21(LC 12) Max Grav 1=205(LC 18), 3=199(LC 1), 4=248(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-6 to 3-3-6, Interior(1) 3-3-6 to 4-3-8, Exterior(2R) 4-3-8 to 7-3-8, Interior(1) 7-3-8 to 8-3-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4 except (jt=lb) 1=155, 3=155. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V08 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330259 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-5a3Zj?rgUvDYBghAPsvcspW1R_28AytDv0QqJGzGEp2 Scale = 1:27.8 1 2 3 43x4 3x4 3x4 2x4 0-0-30-0-3 6-10-76-10-4 3-5-4 3-5-4 6-10-7 3-5-4 0-0-44-0-20-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.17 0.04 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: 17 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-10-0, 3=6-10-0, 4=6-10-0 Max Horz 1=-160(LC 10) Max Uplift 1=-124(LC 12), 3=-124(LC 12), 4=-17(LC 12) Max Grav 1=164(LC 18), 3=160(LC 1), 4=199(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4 except (jt=lb) 1=124, 3=124. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V09 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330260 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-2zBJ8htw0WTGQ_qYXHx4xEcSynlresiWNKvwO8zGEp0 Scale = 1:21.5 1 2 3 43x4 3x4 3x4 2x4 5-1-115-1-11 5-1-140-0-3 2-6-15 2-6-15 5-1-14 2-6-15 0-0-43-0-20-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.09 0.02 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-1-7, 3=5-1-7, 4=5-1-7 Max Horz 1=-117(LC 10) Max Uplift 1=-91(LC 12), 3=-91(LC 12), 4=-12(LC 12) Max Grav 1=120(LC 18), 3=117(LC 1), 4=145(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V10 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330261 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:14 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-W9lhL1tYnqb628Pk4?SJUR8hxB6wNJ6fb_eUwbzGEp? Scale = 1:12.9 1 2 3 4 3x4 3x4 3x4 2x4 0-0-30-0-3 3-5-53-5-1 1-8-10 1-8-10 3-5-5 1-8-10 0-0-42-0-20-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.04 0.01 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: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 3-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-14, 3=3-4-14, 4=3-4-14 Max Horz 1=-74(LC 10) Max Uplift 1=-58(LC 12), 3=-58(LC 12), 4=-8(LC 12) Max Grav 1=76(LC 18), 3=74(LC 1), 4=92(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V11 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330262 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-_LI4ZNuAY7jzgH_xeizY0fhtHbSI6mWpqeO1S1zGEp_ Scale = 1:7.8 1 2 3 3x4 3x4 3x4 1-8-81-8-8 1-8-120-0-3 0-10-6 0-10-6 1-8-12 0-10-6 0-0-41-0-20-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [2:0-0-0,0-0-0], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.03 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: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 1-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-8-5, 3=1-8-5 Max Horz 1=-32(LC 10) Max Uplift 1=-26(LC 12), 3=-26(LC 12) Max Grav 1=51(LC 1), 3=51(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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V12 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330263 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:16 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-SYsSmjvoIRrqHRZ7CQUnZsEyT?gvrBIy3I7b_TzGEoz Scale = 1:39.2 1 2 3 6 5 4 4x6 3x4 3x4 3x4 4x6 2x4 6-0-06-0-0 2-11-4 2-11-4 6-0-0 3-0-12 2-3-85-8-102-1-1214.00 12 Plate Offsets (X,Y)-- [4:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.45 0.16 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: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 6=-262(LC 10) Max Uplift 6=-252(LC 12), 4=-249(LC 12) Max Grav 6=190(LC 18), 4=202(LC 17), 5=262(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-255/266, 1-2=-216/269, 2-3=-224/266, 3-4=-264/266 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 6=252, 4=249. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V13 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330264 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-wkQq_3wR3lzhvb8Jm70054m8HP4oafL5Iyt8WwzGEoy Scale: 3/8"=1' 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 6-0-06-0-0 2-11-4 2-11-4 6-0-0 3-0-12 1-3-84-8-101-1-1214.00 12 Plate Offsets (X,Y)-- [4: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.22 0.11 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 6=-206(LC 10) Max Uplift 6=-253(LC 12), 4=-251(LC 12) Max Grav 6=166(LC 18), 4=187(LC 17), 5=265(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-275/267, 1-2=-250/270, 2-3=-253/268, 3-4=-284/269 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) except (jt=lb) 6=253, 4=251. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V14 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330265 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:19 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-s7YaPkxhbMDP8vIitY2UBVsRBCnZ2a0OlGMFaozGEow Scale = 1:26.0 1 2 3 44x6 3x4 3x4 2x4 6-0-06-0-0 2-11-4 2-11-4 6-0-0 3-0-12 0-3-83-8-100-1-1214.00 12 Plate Offsets (X,Y)-- [1:0-0-1,Edge], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.14 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0, 4=6-0-0 Max Horz 1=-147(LC 10) Max Uplift 1=-112(LC 12), 3=-112(LC 12), 4=-13(LC 12) Max Grav 1=150(LC 18), 3=143(LC 1), 4=176(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4 except (jt=lb) 1=112, 3=112. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V15 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330266 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-KJ6zc4yJMgLGm3tuRFZjjiOgIc8mn1VY_w5o7EzGEov Scale = 1:16.4 1 2 3 4 3x4 3x4 3x4 2x4 4-7-124-7-12 4-7-150-0-3 2-4-0 2-4-0 4-7-15 2-4-0 0-0-42-8-100-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.07 0.02 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 4-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-8, 3=4-7-8, 4=4-7-8 Max Horz 1=-105(LC 10) Max Uplift 1=-81(LC 12), 3=-81(LC 12), 4=-11(LC 12) Max Grav 1=107(LC 18), 3=105(LC 1), 4=130(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V16 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330267 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:21 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-pVgLpQzx7zT7OCR5?z4yGwxuo0VlWUthCarMfhzGEou Scale = 1:11.4 1 2 3 4 3x4 3x4 3x4 2x4 2-11-32-11-3 2-11-60-0-3 1-5-11 1-5-11 2-11-6 1-5-11 0-0-41-8-100-0-414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:0-1-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.01 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-15, 3=2-10-15, 4=2-10-15 Max Horz 1=-62(LC 10) Max Uplift 1=-48(LC 12), 3=-48(LC 12), 4=-7(LC 12) Max Grav 1=64(LC 18), 3=62(LC 1), 4=77(LC 3) 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V18 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330268 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-HiEj1m_ZuHb_?M0HYgbBo7UsJQpjFwWrRDavB7zGEot Scale = 1:38.7 1 2 3 5 43x4 3x4 3x4 2x4 2x4 5-5-14 5-5-14 0-0-46-4-1414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.93 0.11 0.11 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: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 5-5-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-11, 4=5-5-11, 5=5-5-11 Max Horz 1=361(LC 9) Max Uplift 1=-129(LC 10), 4=-152(LC 11), 5=-415(LC 12) Max Grav 1=278(LC 9), 4=147(LC 17), 5=370(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-586/603, 2-3=-280/276, 3-4=-275/244 WEBS 2-5=-478/453 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-11 to 3-2-11, Interior(1) 3-2-11 to 5-4-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=129, 4=152, 5=415. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V19 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330269 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:23 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-lun5E6_BfbjrdWbT6O6QLL04fp9H_Mx_gtKSkZzGEos Scale: 3/8"=1' 1 2 3 5 43x4 3x4 3x4 2x4 2x4 4-11-1 4-11-1 0-0-45-8-1414.00 12 Plate Offsets (X,Y)-- [1:0-3-1,Edge], [3:Edge,0-0-8], [4: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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.77 0.09 0.10 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: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-10-13, 4=4-10-13, 5=4-10-13 Max Horz 1=324(LC 9) Max Uplift 1=-117(LC 10), 4=-136(LC 11), 5=-372(LC 12) Max Grav 1=250(LC 9), 4=134(LC 17), 5=332(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-526/542, 2-3=-252/249 WEBS 2-5=-428/406 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-11 to 3-2-11, Interior(1) 3-2-11 to 4-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=117, 4=136, 5=372. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V20 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330270 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-D4LTSS?qQusiFgAfg5eftYZO4DW7jqN7vX30G0zGEor Scale = 1:9.5 1 2 3 4 3x4 3x4 3x4 2x4 0-0-60-0-6 4-0-124-0-6 2-0-6 2-0-6 4-0-12 2-0-6 0-0-41-4-40-0-48.00 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-P 0.15 0.05 0.02 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-0-0, 3=4-0-0, 4=4-0-0 Max Horz 1=39(LC 11) Max Uplift 1=-53(LC 12), 3=-53(LC 12), 4=-34(LC 12) Max Grav 1=72(LC 1), 3=72(LC 1), 4=125(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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V21 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330271 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-9TTEt814yW6QU_K2nWg7zzegf1BhBkhQMrY7KuzGEop Scale = 1:14.2 1 2 3 4 3x4 3x4 3x4 2x4 5-8-65-8-6 5-8-120-0-6 2-10-6 2-10-6 5-8-12 2-10-6 0-0-41-10-150-0-48.00 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-P 0.33 0.11 0.04 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-0, 3=5-8-0, 4=5-8-0 Max Horz 1=58(LC 11) Max Uplift 1=-79(LC 12), 3=-79(LC 12), 4=-50(LC 12) Max Grav 1=108(LC 1), 3=108(LC 1), 4=187(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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V22 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330272 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-5rb_Hp2KU7M7jHURvxic2Oj3_qttfcnjp91DPnzGEon Scale = 1:53.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 3x4 3x6 3x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 28-7-428-6-14 11-0-14 11-0-14 17-6-6 6-5-8 28-7-4 11-0-14 0-0-47-4-90-0-47-4-98.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-8], [8:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.15 0.12 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-8: 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 28-6-8. (lb) - Max Horz 1=247(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 14, 17 except 15=-129(LC 12), 12=-303(LC 12), 13=-259(LC 12), 19=-303(LC 12), 18=-259(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 11, 15 except 12=433(LC 18), 13=449(LC 18), 14=304(LC 18), 19=432(LC 17), 18=453(LC 17), 17=323(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-12=-287/341, 9-13=-276/311, 2-19=-285/341, 3-18=-280/311 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 11-0-14 , Exterior(2R) 11-0-14 to 15-3-12, Interior(1) 15-3-12 to 17-6-6, Exterior(2R) 17-6-6 to 21-9-4, Interior(1) 21-9-4 to 28-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 17 except (jt=lb) 15=129, 12=303, 13=259, 19=303, 18=259. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V23 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330273 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-a29MV93yFRU_LR3dTeDracGEWEA1O2rs2pnnxDzGEom Scale = 1:45.7 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 21-7-421-6-14 10-9-10 10-9-10 21-7-4 10-9-10 0-0-47-2-70-0-48.00 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 0.17 0.19 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 21-6-8. (lb) - Max Horz 1=-238(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-304(LC 12), 9=-247(LC 12), 13=-304(LC 12), 11=-247(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=252(LC 17), 8=447(LC 18), 9=391(LC 18), 13=445(LC 17), 11=393(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-173/276, 4-5=-173/276 WEBS 6-8=-295/344, 5-9=-251/293, 2-13=-296/345, 3-11=-251/292 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 10-9-10 , Exterior(2R) 10-9-10 to 13-7-4, Interior(1) 13-7-4 to 21-1-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=304, 9=247, 13=304, 11=247. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V24 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330274 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-WQG7wr5Dm2kialC0a3GJg1LY12u6s_F9W7Gt06zGEok Scale = 1:30.8 1 2 3 4 5 8 7 6 9 10 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 0-0-60-0-6 14-7-414-6-14 7-3-10 7-3-10 14-7-4 7-3-10 0-0-44-10-70-0-48.00 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 0.29 0.09 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-6-8. (lb) - Max Horz 1=-159(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 6=-292(LC 12), 8=-292(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=367(LC 18), 8=367(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-292/321, 2-8=-292/321 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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-11 to 3-5-11, Interior(1) 3-5-11 to 7-3-10, Exterior(2R) 7-3-10 to 10-3-10, Interior(1) 10-3-10 to 14-1-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 6=292, 8=292. 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 15,2020 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 19_HERITAGE_AT_SPRIN~S Truss V25 Truss Type Valley Qty 1 Ply 1 19 Heritage at Spring Mills Job Reference (optional) I41330275 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri May 15 13:28:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-_dqV7B5rXMsZCvnC8nnYCEufSSCfbS3Jkn?RYYzGEoj Scale = 1:17.5 1 2 3 4 3x4 3x4 3x4 2x4 0-0-60-0-6 7-7-47-6-14 3-9-10 3-9-10 7-7-4 3-9-10 0-0-42-6-70-0-48.00 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-P 0.57 0.20 0.04 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: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-6-8, 3=7-6-8, 4=7-6-8 Max Horz 1=-80(LC 10) Max Uplift 1=-108(LC 12), 3=-108(LC 12), 4=-69(LC 12) Max Grav 1=148(LC 1), 3=148(LC 1), 4=256(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=250ft; B=45ft; L=24ft; eave=4ft; Ke=0.97; Cat. II; Exp B; Kd 1.00; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-4-3 to 3-4-3, Interior(1) 3-4-3 to 3-9-10, Exterior(2R) 3-9-10 to 6-9-10, Interior(1) 6-9-10 to 7-3-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 4 except (jt=lb) 1=108, 3=108. 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 15,2020 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 87654321BOTTOM 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 SystemGeneral 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