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HomeMy WebLinkAboutI43393636.22_Heritage_Springmill16023 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). October 28,2020 Liu, Xuegang Pages or sheets covered by this seal: I43393636 thru I43393728 My license renewal date for the state of Indiana is July 31, 2022. 22_Heritage_Springmill 22 Heritage Spring Mill 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393636 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Xn0gBAw37iz6rmL2ajNRqgqwRDhwH0yzGfcgmMyOv4C Scale = 1:81.3 Sheet Front Left Option 9-11-11 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 32 31 30 29 28 27 26 25 24 23 22 21 20 41 40 38 37 35 33 34 39 36 42 43 44 4x6 8x8 3x4 3x6 3x4 3x4 3x6 3x4 5x8 3x6 2x4 2x4 2x4 2x4 3x4 2x4 2x4 3x4 3x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-11-11 8-11-28-11-2 9-11-111-0-9 13-11-144-0-3 22-11-08-11-2 -0-11-0 0-11-0 4-3-0 4-3-0 8-11-2 4-8-2 13-11-14 5-0-11 17-1-8 3-1-10 18-8-0 1-6-8 22-11-0 4-3-0 23-10-0 0-11-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [10:0-3-2,0-2-0], [14:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.68 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.43 0.01 (loc) 20-21 20-21 20 l/defl >589 >361 n/a L/d 240 180 n/a PLATES MT20 Weight: 442 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* 10-23,14-23,14-21: 2x4 SPF No.2, 2-32,18-20: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 9-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 22-23,21-22,20-21. WEBS 1 Row at midpt 10-23, 11-41, 9-24, 8-25, 7-27 JOINTS 1 Brace at Jt(s): 33, 35, 38, 39, 41, 42 REACTIONS.All bearings 11-7-8 except (jt=length) 20=0-3-8. (lb) - Max Horz 32=-252(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 20, 22, 24, 25, 27, 28, 29, 30 except 32=-124(LC 8), 31=-217(LC 10) Max Grav All reactions 250 lb or less at joint(s) 32, 22, 24, 25, 27, 28, 29, 30, 31 except 23=805(LC 19), 20=690(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-208/258, 8-9=-247/325, 9-10=-202/274, 14-15=-338/218, 15-16=-354/196, 16-17=-403/179, 17-18=-359/146, 18-20=-394/133 BOT CHORD 22-23=-94/260, 21-22=-64/295, 20-21=-33/307 WEBS 23-41=-519/35, 40-41=-521/31, 38-40=-562/41, 37-38=-527/30, 35-37=-501/27, 14-35=-447/24, 21-33=0/433, 33-34=0/380, 14-34=-3/438, 17-20=-300/119 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 1-11-12, Interior(1) 1-11-12 to 4-7-12, Exterior(2R) 4-7-12 to 18-2-12, Interior(1) 18-2-12 to 20-10-0, Exterior(2E) 20-10-0 to 23-10-0 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) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 20, 22, 24, 25, 27, 28, 29, 30 except (jt=lb) 32=124, 31=217. 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. Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss GE01 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393636 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:25 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Xn0gBAw37iz6rmL2ajNRqgqwRDhwH0yzGfcgmMyOv4C 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss GE02 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393637 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:26 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-0za3PWxhu05zSvwE8QugMuMB0c9M0QZ7UJLEIoyOv4B Scale = 1:52.0 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-7-011-7-0 -0-11-0 0-11-0 5-9-8 5-9-8 11-7-0 5-9-8 12-6-0 0-11-0 1-7-08-4-11-7-014.00 12 Plate Offsets (X,Y)-- [6:Edge,0-1-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.17 0.09 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 183 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-7-0. (lb) - Max Horz 20=-183(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 17, 18, 15, 14 except 20=-122(LC 6), 12=-115(LC 7), 19=-133(LC 10), 13=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 20, 12, 17, 18, 19, 15, 14, 13 except 16=257(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-187/276, 6-7=-187/276 WEBS 6-16=-358/196 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -0-11-0 to 1-9-7, Exterior(2N) 1-9-7 to 2-9-8, Corner(3R) 2-9-8 to 8-9-8, Exterior(2N) 8-9-8 to 9-6-0, Corner(3E) 9-6-0 to 12-6-0 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 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 18, 15, 14 except (jt=lb) 20=122, 12=115, 19=133, 13=131. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss GE03 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393638 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:28 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-yMhpqCzxQdLhiD4dGrx8SJSRMQltULcPydqLNhyOv49 Scale = 1:87.4 Sheet Front Right Option 10-5-11 1 Ply 7/16OSB8 1 2 34 5 6 7 89 10 11 12 13 14 15 16 21 20 19 18 17 25 30 22 29 27 31 33 23 34 24282632 35 36 37 38 39 40 41 42 43 4x6 6x16 3x6 3x4 3x6 2x4 3x8 4x8 2x4 3x4 6x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 3x4 3x4 2x4 3x4 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-5-11 2-10-116-2-4 6-2-4 8-5-13 2-3-9 14-0-0 5-6-3 18-11-8 4-11-8 3-4-0 3-4-0 6-2-4 2-10-4 9-3-0 3-0-12 12-3-14 3-0-13 18-11-8 6-7-10 19-10-8 0-11-0 2-1-712-10-151-7-014.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [6:Edge,0-3-0], [15:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.47 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.12 0.01 (loc) 17-18 17-18 17 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 320 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* 6-20,6-18: 2x4 SPF No.2, 1-21,15-17: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 22, 23, 24, 25, 26, 27, 31, 36 REACTIONS. (size)21=0-3-8, 20=0-3-8, 17=0-3-8 Max Horz 21=-258(LC 4) Max Uplift 21=-24(LC 4), 20=-234(LC 8), 17=-89(LC 9) Max Grav 21=336(LC 36), 20=876(LC 35), 17=801(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-290/92, 6-7=-461/281, 7-8=-596/322, 8-9=-575/307, 9-10=-387/106, 10-12=-455/107, 12-13=-490/88, 13-14=-533/58, 14-15=-628/74, 1-21=-294/61, 15-17=-654/72 BOT CHORD 20-21=-231/284, 18-20=-103/254 WEBS 20-25=-414/299, 3-25=-373/264, 20-30=-319/38, 22-30=-359/51, 22-29=-348/49, 27-29=-373/54, 6-27=-423/63, 6-31=-328/671, 31-33=-400/781, 23-33=-391/782, 23-34=-399/785, 18-34=-393/738, 18-24=-354/311, 9-24=-348/310, 15-18=-82/257 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 17 except (jt=lb) 20=234. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 49 lb up at 17-10-1 on top chord, and 83 lb down and 44 lb up at 7-8-7, 74 lb down and 45 lb up at 9-8-7, 74 lb down and 45 lb up at 11-8-7, 74 lb down and 45 lb up at 13-8-7, 74 lb down and 45 lb up at 15-8-7, and 74 lb down and 45 lb up at 17-8-7, and 14 lb down and 2 lb up at 17-10-1 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). Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss GE03 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393638 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:28 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-yMhpqCzxQdLhiD4dGrx8SJSRMQltULcPydqLNhyOv49 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-15=-60, 15-16=-60, 17-21=-20 Concentrated Loads (lb) Vert: 38=-78 39=-66 40=-66 41=-66 42=-66 43=-63(F=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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss GE04 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393639 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-QYFB1YzZBxTYJNeppZSN_W_k6qCtDvHZAHauv7yOv48 Scale = 1:30.4 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 5x6 5x6 3x4 2x4 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2-0-0 2-0-0 2-0-03-0-01-0-13-10-5 3-10-5 5-11-9 2-1-4 8-2-1 2-2-8 10-2-1 2-0-0 12-4-9 2-2-8 14-5-13 2-1-4 18-4-8 3-10-11 3-10-5 3-10-5 5-11-9 2-1-4 8-2-1 2-2-8 9-2-1 1-0-0 10-2-1 1-0-0 12-4-9 2-2-8 14-5-13 2-1-4 18-4-8 3-10-11 18-4-11 0-0-3 14.00 12 Plate Offsets (X,Y)-- [1:0-0-11,0-1-8], [14:0-0-11,0-1-8], [16:0-4-8,0-1-12], [16:0-0-0,0-1-12], [17:0-1-4,0-0-0], [25:0-1-4,0-0-0], [26:0-4-8,0-1-12], [26:0-0-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 209 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 2-0-0 oc purlins (6-0-0 max.): 1-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 26-27,15-16. REACTIONS.All bearings 18-4-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 26, 16, 14, 21, 15, 18, 19, 20, 27, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 1, 14, 21, 15, 17, 18, 19, 20, 27, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Provide adequate drainage to prevent water ponding. 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, 26, 16, 14, 21, 15, 18, 19, 20, 27, 24, 23, 22. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 14, 15, 27. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss GE05 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393640 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-MxNySD?piYjGZhoCx_Ur3x41tdqThpwseb3?_0yOv46 Scale = 1:38.6 Sheet Front Full Sheathing 1 Ply 7/16OSB8 1 2 3 4 5 9 8 67 4x6 3x4 3x4 3x8 3x6 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3-9-83-9-8 7-1-83-4-0 7-7-00-5-8 -0-11-0 0-11-0 3-9-8 3-9-8 7-7-0 3-9-8 8-6-0 0-11-0 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 0.23 0.29 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 8-9 8-9 7 l/defl >999 >999 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* 2-9,4-6: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-9-0, 7=0-3-8 Max Horz 9=139(LC 9) Max Uplift 9=-4(LC 11), 7=-4(LC 10) Max Grav 9=332(LC 1), 7=379(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-292/38, 4-6=-292/38 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Exterior(2R) 2-1-0 to 5-6-0, Exterior(2E) 5-6-0 to 8-6-0 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 studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J01 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393641 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-q7xKfZ0STsr7AqNOVh?4c9cCb1BiQGH?tFoYWSyOv45 Scale = 1:14.9 1 2 3 4 7 6 5 8 9 3x4 3x4 4x6 2x4 2x4 2x4 0-1-40-8-9 0-8-9 2-2-8 1-5-15 4-5-0 2-2-8 -0-11-0 0-11-0 0-8-9 0-8-9 4-5-0 3-8-7 1-7-02-3-122-5-02-3-120-3-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-3-10,0-2-0], [5:0-2-1,0-0-10] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.16 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 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 Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=44(LC 5) Max Uplift 7=-59(LC 8), 5=-34(LC 5) Max Grav 7=212(LC 46), 5=158(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 58 lb down and 120 lb up at 0-8-9, and 49 lb down and 32 lb up at 2-7-4 on top chord, and 29 lb down and 18 lb up at 0-8-9, and 12 lb down and 0 lb up at 2-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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.). 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 Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J01 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393641 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:32 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-q7xKfZ0STsr7AqNOVh?4c9cCb1BiQGH?tFoYWSyOv45 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=38(B) 6=5(B) 9=0(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J02 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393642 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:32 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-q7xKfZ0STsr7AqNOVh?4c9cDb1BPQFo?tFoYWSyOv45 Scale = 1:18.0 1 2 3 4 10 9 8 7 6 5 3x4 3x4 4x6 2x4 3x4 3x4 2x4 2x4 2x4 0-1-131-2-12 1-2-12 2-3-8 1-0-12 4-5-0 2-1-8 -0-11-0 0-11-0 1-2-12 1-2-12 2-3-8 1-0-12 4-5-0 2-1-8 1-7-02-10-63-0-32-2-60-11-80-8-02-10-614.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-3-2,0-2-0], [5:0-1-13,0-0-9], [6:0-2-0,0-0-8], [8: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-SH 0.17 0.18 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 0.01 (loc) 8 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 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)10=0-3-8, 5=0-1-8 Max Horz 10=53(LC 7) Max Uplift 5=-21(LC 7) Max Grav 10=237(LC 1), 5=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J03 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393643 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-IJVitv04E9z_o_yb2PWJ9M9OGRVz9jP95vY62uyOv44 Scale = 1:24.8 1 2 3 4 5 9 8 7 6 3x4 3x4 3x4 2x4 3x4 3x4 3x4 2x4 0-1-132-3-8 2-3-8 4-5-0 2-1-8 -0-11-0 0-11-0 2-4-7 2-4-7 4-5-0 2-0-9 1-7-04-2-64-4-33-6-60-11-80-8-04-2-614.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [4:0-3-8,Edge], [6:0-1-14,0-0-10], [8: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-SH 0.17 0.28 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.01 (loc) 7 7 6 l/defl >999 >949 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-1-8 Max Horz 9=88(LC 10) Max Uplift 6=-37(LC 10) Max Grav 9=237(LC 1), 6=161(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J04 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393644 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:34 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-nW344F1i?T5rQ8Xnc62YhaiYIrq?uA6IKZHfaKyOv43 Scale = 1:31.6 1 2 3 4 5 9 8 7 6 3x4 3x6 3x4 2x4 3x4 3x4 3x4 2x4 0-1-132-3-8 2-3-8 4-5-0 2-1-8 -0-11-0 0-11-0 2-3-8 2-3-8 3-6-3 1-2-11 4-5-0 0-10-13 1-7-05-6-65-8-34-10-60-11-80-8-05-6-614.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-2-3,0-1-8], [6:0-1-14,0-0-10], [8: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-SH 0.22 0.36 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.06 0.01 (loc) 7 7 6 l/defl >927 >797 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-8: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 6=0-1-8 Max Horz 9=125(LC 10) Max Uplift 6=-86(LC 10) Max Grav 9=237(LC 1), 6=170(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J05 Truss Type JACK-CLOSED Qty 4 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393645 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-FidSIb2KmnDi1I6zApZnEnEiRF9fdcaRZD1C7nyOv42 Scale = 1:37.0 1 2 3 4 8 7 6 5 3x4 3x6 2x4 3x4 3x6 4x6 2x4 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 1-7-06-8-136-0-130-11-80-8-014.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [5:0-1-13,0-0-10], [7: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-SH 0.26 0.40 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.07 -0.01 (loc) 6 6 5 l/defl >837 >764 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-7: 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-1-8 Max Horz 8=153(LC 10) Max Uplift 5=-133(LC 10) Max Grav 8=237(LC 1), 5=198(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=133. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J06 Truss Type JACK-CLOSED Qty 8 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393646 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-FidSIb2KmnDi1I6zApZnEnEg7FCBdbeRZD1C7nyOv42 Scale = 1:37.0 1 2 3 5 43x8 MT18HS 3x6 2x4 2x4 4-5-04-5-0 -0-11-0 0-11-0 4-5-0 4-5-0 1-7-06-8-130-3-814.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [4:0-1-13,0-0-10] 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-SH 0.40 0.24 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.04 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 20 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=153(LC 10) Max Uplift 4=-133(LC 10) Max Grav 5=237(LC 1), 4=198(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=133. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J07 Truss Type JACK-CLOSED Qty 11 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393647 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:36 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-juAqVx3yX4MZfSh9kX40m?ns6eZRM4bbntmmfDyOv41 Scale = 1:35.5 1 2 4 3 3x4 3x6 3x8 3x4 4-5-0 4-5-0 1-3-81-7-06-8-130-3-86-5-50-3-86-8-1314.00 12 Plate Offsets (X,Y)-- [3:Edge,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-R 0.32 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 -0.03 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-1-8, 3=0-1-8 Max Horz 4=167(LC 7) Max Uplift 4=-29(LC 6), 3=-109(LC 7) Max Grav 4=227(LC 18), 3=225(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 4, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=109. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J08 Truss Type JACK-OPEN Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393648 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-B5kDiH4aIOUPHcGMHEbFJCK3v2xL5Xrk0XWJBfyOv40 Scale = 1:15.1 1 2 5 3 43x4 3x4 2-0-02-0-0 -0-11-0 0-11-0 2-0-0 2-0-0 1-1-02-5-01-11-132-5-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 3=Mechanical, 4=Mechanical Max Horz 5=43(LC 10) Max Uplift 3=-30(LC 10) Max Grav 5=153(LC 1), 3=47(LC 17), 4=36(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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J09 Truss Type JACK-OPEN Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393649 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-fHIbwc4C3icGulqYry6UsQsCqSGvq_5uFBFsj6yOv4? Scale = 1:15.0 1 2 5 3 4 3x6 3x4 1-4-61-3-12 -1-10-3 1-10-3 1-4-6 1-4-6 1-7-02-4-80-4-141-11-92-4-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.11 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=45(LC 7) Max Uplift 3=-45(LC 1), 4=-12(LC 7), 5=-7(LC 10) Max Grav 3=5(LC 6), 4=24(LC 8), 5=259(LC 1) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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, 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J11 Truss Type JACK-OPEN Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393650 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-fHIbwc4C3icGulqYry6UsQsBYSGmq_5uFBFsj6yOv4? Scale = 1:15.8 1 2 5 3 4 3x6 3x4 1-7-141-7-4 -1-10-3 1-10-3 1-7-14 1-7-14 1-7-02-6-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.12 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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=0-5-12 Max Horz 5=47(LC 7) Max Uplift 3=-20(LC 1), 4=-8(LC 7), 5=-5(LC 10) Max Grav 3=8(LC 6), 4=27(LC 3), 5=253(LC 1) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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, 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J12 Truss Type JACK-OPEN Qty 3 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393651 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:40 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-bgQLLI6TbJs_83_xzN8yxrya1GxyIuaAiVkzn_yOv3z Scale: 3/4"=1' 1 2 5 3 4 3x4 3x4 2-3-02-3-0 -0-11-0 0-11-0 2-3-0 2-3-0 1-1-02-7-02-1-132-7-08.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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=47(LC 10) Max Uplift 3=-33(LC 10) Max Grav 5=160(LC 1), 3=53(LC 17), 4=40(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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J13 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393652 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:41 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-3s_jYe75Md_rlDZ7W4gBT2UhcfFm1LGKx9UXJQyOv3y Scale = 1:17.4 1 2 3 4 7 6 5 8 9 10 11 3x4 3x4 4x6 3x4 2x4 3x6 0-1-40-10-5 0-10-5 3-2-8 2-4-3 6-5-0 3-2-8 -0-11-0 0-11-0 0-10-5 0-10-5 6-5-0 5-6-11 1-7-02-5-122-7-02-2-40-3-82-5-1214.00 12 Plate Offsets (X,Y)-- [3:0-3-10,0-2-0], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.40 0.22 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=72(LC 5) Max Uplift 7=-70(LC 8), 5=-48(LC 5) Max Grav 7=303(LC 45), 5=239(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 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) 78 lb down and 106 lb up at 0-10-5, and 52 lb down and 36 lb up at 2-7-4, and 52 lb down and 36 lb up at 4-7-4 on top chord, and 29 lb down and 16 lb up at 0-10-5, and 14 lb down at 2-7-4, and 14 lb down at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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.). LOAD CASE(S) Standard Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J13 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393652 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Y2Y6m_7j7w6iNN8J4oBQ0G1sL3b?mnWTAoD4styOv3x 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=29(F) 6=3(F) 10=-0(F) 11=-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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J14 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393653 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Y2Y6m_7j7w6iNN8J4oBQ0G1sB3bgmnoTAoD4styOv3x Scale: 1/2"=1' 1 2 3 4 7 6 5 3x4 3x4 4x6 3x4 2x4 3x8 0-1-132-0-0 2-0-0 6-5-0 4-5-0 -0-11-0 0-11-0 2-0-0 2-0-0 6-5-0 4-5-0 1-7-03-9-33-11-03-5-110-3-83-9-314.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [5:0-3-8,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-R 0.41 0.25 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.07 -0.00 (loc) 5-6 5-6 5 l/defl >999 >985 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* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=107(LC 7) Max Uplift 5=-37(LC 7) Max Grav 7=314(LC 1), 5=239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J15 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393654 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:43 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-0F5UzK8LuEEZ?XjWeVifYTa3oTzcVEZdOSzdOJyOv3w Scale: 3/8"=1' 1 2 3 4 7 6 5 3x4 3x6 4x6 3x8 3x4 3x4 0-1-133-1-11 3-1-11 6-5-0 3-3-5 -0-11-0 0-11-0 3-1-11 3-1-11 6-5-0 3-3-5 1-7-05-1-35-3-04-9-110-3-85-1-314.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [5:Edge,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-MP 0.30 0.07 0.05 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* 2-7,4-5: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=144(LC 7) Max Uplift 5=-56(LC 7) Max Grav 7=314(LC 1), 5=239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-289/37 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 9) This truss is designed in accordance with the 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J16 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393655 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:44 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-URfsBg9zeYMQdgIiCCDu5h6A4tEvEgKmd6iBwlyOv3v Scale = 1:40.5 1 2 3 4 7 6 58 3x4 3x4 4x6 3x4 2x4 3x8 MT18HS0-1-134-3-7 4-3-7 6-5-0 2-1-9 -0-11-0 0-11-0 4-3-7 4-3-7 6-5-0 2-1-9 1-7-06-5-36-7-06-1-110-3-86-5-314.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [4:Edge,0-1-8], [5:0-3-8,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-R 0.52 0.39 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.14 -0.00 (loc) 6-7 6-7 5 l/defl >827 >515 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 31 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=180(LC 7) Max Uplift 5=-80(LC 7) Max Grav 7=366(LC 18), 5=302(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-250/64 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 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. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J17 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393656 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ydDEO0AcPrUHEqtulwk7eufLhHZWz6_wsmSkSCyOv3u Scale = 1:48.7 1 2 3 4 7 6 58 4x6 3x6 4x6 4x6 2x4 3x8 MT18HS0-1-133-2-8 3-2-8 5-5-2 2-2-10 6-5-0 0-11-14 -0-11-0 0-11-0 5-5-2 5-5-2 6-5-0 0-11-14 1-7-07-9-37-11-07-5-110-3-87-9-314.00 12 Plate Offsets (X,Y)-- [3:0-3-3,0-2-0], [4:Edge,0-3-8], [5:0-3-8,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-R 0.53 0.43 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.16 -0.00 (loc) 6-7 6-7 5 l/defl >807 >466 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 34 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-6: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-1-8 Max Horz 7=216(LC 7) Max Uplift 5=-110(LC 7) Max Grav 7=402(LC 18), 5=356(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-276/71 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=110. 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. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J18 Truss Type Jack-Closed Qty 14 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393657 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ydDEO0AcPrUHEqtulwk7eufJHHZtz7twsmSkSCyOv3u Scale = 1:52.3 1 2 3 5 4 3x4 3x6 3x4 3x4 6-5-06-5-0 -0-11-0 0-11-0 6-5-0 6-5-0 1-7-09-0-138-9-50-3-89-0-1314.00 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 0.68 0.41 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 -0.00 (loc) 4-5 4-5 4 l/defl >871 >435 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-4: 2x4 SPF No.2, 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-4 REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=245(LC 9) Max Uplift 5=-16(LC 6), 4=-138(LC 7) Max Grav 5=367(LC 18), 4=315(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-305/60 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=138. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J19 Truss Type JACK-CLOSED Qty 6 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393658 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-QqncbMBEA9c8s_S4JdFMA6BXhgv6iaF35QBI?eyOv3t Scale = 1:51.9 1 2 4 3 3x6 3x4 3x4 3x4 6-5-06-5-0 6-5-0 6-5-0 1-3-81-7-09-0-130-3-88-9-50-3-89-0-1314.00 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 0.51 0.41 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 -0.00 (loc) 3-4 3-4 3 l/defl >871 >435 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-3: 2x4 SPF No.2, 1-3: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-3 REACTIONS. (size)4=0-1-8, 3=0-1-8 Max Horz 4=231(LC 7) Max Uplift 4=-24(LC 6), 3=-136(LC 7) Max Grav 4=318(LC 18), 3=319(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-256/61 NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 4, 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=136. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J22 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393659 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:47 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-u0L?phBsxTk?U81HtLmbjJkoh4LvR2JCJ4xrX4yOv3s Scale: 3/4"=1' 1 2 3 4 7 6 5 8 3x4 3x4 3x4 3x6 2x4 0-1-40-10-7 0-10-7 2-4-8 1-6-1 -0-11-0 0-11-0 0-10-7 0-10-7 2-4-8 1-6-1 1-7-02-5-152-7-32-5-152-2-714.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-1-5,0-1-8], [4:0-3-0,0-0-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.03 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 Structural wood sheathing directly applied 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)7=0-3-8, 4=Mechanical, 6=Mechanical Max Horz 7=47(LC 5) Max Uplift 7=-25(LC 8), 4=-40(LC 5), 6=-6(LC 8) Max Grav 7=151(LC 44), 4=43(LC 22), 6=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 7, 4, 6. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 105 lb up at 0-10-7 on top chord, and 29 lb down and 15 lb up at 0-10-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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.). 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 Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J22 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393659 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:47 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-u0L?phBsxTk?U81HtLmbjJkoh4LvR2JCJ4xrX4yOv3s LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=29(F) 8=3(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J23 Truss Type JACK-OPEN Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393660 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-qOTlEND6T4_ijSAf_mp3okp6Yu0QvypVnOQybzyOv3q Scale = 1:22.9 1 2 3 4 7 6 5 3x4 3x6 4x6 2x4 2-0-22-0-2 2-4-80-4-6 -0-11-0 0-11-0 2-0-2 2-0-2 2-4-8 0-4-6 1-7-03-11-33-7-113-11-314.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-1-5,0-1-2], [3:0-3-3,0-1-14], [4:0-0-13,0-0-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.21 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.05 (loc) 6-7 6-7 4 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 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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)7=0-3-8, 4=Mechanical, 6=Mechanical Max Horz 7=80(LC 10) Max Uplift 4=-68(LC 10), 6=-13(LC 10) Max Grav 7=158(LC 1), 4=63(LC 17), 6=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 4, 6. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J24 Truss Type JACK-OPEN Qty 4 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393661 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Jb17RjEkEO6ZLblsYTKILyMHGIMeePVf029V8PyOv3p Scale = 1:25.1 1 2 3 4 7 6 5 3x4 3x6 2x4 2x4 2-4-82-4-8 -0-11-0 0-11-0 2-4-8 2-4-8 1-7-04-4-414.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.11 0.04 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: 13 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 Structural wood sheathing directly applied or 2-4-8 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=89(LC 10) Max Uplift 6=-102(LC 10) Max Grav 7=158(LC 1), 6=112(LC 17) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) except (jt=lb) 6=102. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J25 Truss Type JACK-OPEN Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393662 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Jb17RjEkEO6ZLblsYTKILyMIUIMIeP3f029V8PyOv3p Scale: 3/4"=1' 1 2 5 3 4 3x4 3x4 2-3-42-3-4 -0-11-0 0-11-0 2-3-4 2-3-4 1-1-02-7-32-1-152-7-38.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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=48(LC 10) Max Uplift 3=-33(LC 10) Max Grav 5=160(LC 1), 3=54(LC 17), 4=40(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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J26 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393663 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-nnaVf3EM?hEQylK26BrXt9vQEhhoNsJoEiv3gryOv3o Scale: 3/4"=1' 1 2 5 3 4 3x6 3x4 1-8-21-7-8 -1-10-3 1-10-3 1-8-2 1-8-2 1-7-02-6-100-4-152-1-122-6-106.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.12 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=47(LC 7) Max Uplift 3=-18(LC 1), 4=-8(LC 7), 5=-4(LC 10) Max Grav 3=9(LC 6), 4=28(LC 3), 5=253(LC 1) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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, 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J27 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393664 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Fz8usPF?m?NHavvEguMmQNRb_5116JZxTMecCIyOv3n Scale: 3/4"=1' 1 2 5 3 4 3x6 3x4 1-8-21-7-8 -1-10-3 1-10-3 1-8-2 1-8-2 1-7-02-6-100-4-152-1-122-6-106.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.33 0.12 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-5-12 Max Horz 5=47(LC 7) Max Uplift 3=-18(LC 1), 4=-8(LC 7), 5=-4(LC 10) Max Grav 3=9(LC 6), 4=28(LC 3), 5=253(LC 1) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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, 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J28 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393665 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-jAiG3lGdXJV8C3URDbt?ya_p6VOIrmo5i0O9kkyOv3m Scale = 1:16.4 1 2 3 4 7 6 5 8 3x4 3x4 3x4 3x6 2x4 0-1-40-11-2 0-11-2 2-4-8 1-5-6 -0-11-0 0-11-0 0-11-2 0-11-2 2-4-8 1-5-6 1-7-02-6-122-8-02-6-1214.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-1-5,0-1-8], [4:0-3-0,0-0-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.04 (loc) 6-7 6-7 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 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 Structural wood sheathing directly applied 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)7=0-3-8, 4=Mechanical, 6=Mechanical Max Horz 7=48(LC 5) Max Uplift 7=-20(LC 8), 4=-41(LC 5), 6=-7(LC 8) Max Grav 7=141(LC 1), 4=44(LC 22), 6=50(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 7, 4, 6. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 lb down and 103 lb up at 0-11-2 on top chord, and 30 lb down and 15 lb up at 0-11-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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.). 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 Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J28 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393665 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:53 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-jAiG3lGdXJV8C3URDbt?ya_p6VOIrmo5i0O9kkyOv3m LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=26(B) 8=2(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J29 Truss Type JACK-OPEN Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393666 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-BMGeH5HFIcd?pD3dnJPEVoX_CvkfaDWEwg7jHAyOv3l Scale = 1:23.3 1 2 3 5 4 3x4 5x6 3x4 3x4 2-0-14 2-0-14 2-4-7 0-3-9 2-4-8 0-0-1 -0-11-0 0-11-0 2-0-14 2-0-14 2-4-8 0-3-10 1-7-04-0-00-3-814.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.04 0.03 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: 14 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 Structural wood sheathing directly applied or 2-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical, 3=Mechanical Max Horz 5=86(LC 10) Max Uplift 4=-44(LC 10), 3=-48(LC 10) Max Grav 5=162(LC 1), 4=52(LC 8), 3=60(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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) 4, 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J30 Truss Type JACK-OPEN Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393667 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-BMGeH5HFIcd?pD3dnJPEVoXzPvjBaD2Ewg7jHAyOv3l 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 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.14 0.07 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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=49(LC 10) Max Uplift 3=-35(LC 10) Max Grav 5=164(LC 1), 3=58(LC 17), 4=42(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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J31 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393668 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-fYq0UQIt3wlsRNepL0wT2?357J3gJgIO9KtGpdyOv3k Scale = 1:16.2 1 2 5 3 4 3x6 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)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.12 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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=48(LC 7) Max Uplift 3=-20(LC 10), 4=-7(LC 10), 5=-4(LC 10) Max Grav 3=10(LC 8), 4=30(LC 3), 5=253(LC 1) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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, 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J32 Truss Type JACK-OPEN GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393669 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-7lOOimIVqEtj3WD?vkRiaDcGsiPv27YXO_cpL3yOv3j Scale = 1:16.2 1 2 5 3 4 3x6 3x4 1-9-91-8-15 -1-10-3 1-10-3 1-9-9 1-9-9 1-7-02-7-82-2-92-7-86.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.12 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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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=48(LC 7) Max Uplift 3=-20(LC 10), 4=-7(LC 10), 5=-4(LC 10) Max Grav 3=10(LC 8), 4=30(LC 3), 5=253(LC 1) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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, 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J33 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393670 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-cxynv6J7bX?aggnCSRyx7Q9Uj6m4naohdeMNtVyOv3i Scale = 1:18.6 1 2 3 4 7 6 5 8 3x4 3x4 3x4 3x6 2x4 0-1-41-3-9 1-3-9 2-4-8 1-0-15 -0-11-0 0-11-0 1-3-9 1-3-9 2-4-8 1-0-15 1-7-02-11-153-1-32-11-152-8-714.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-12], [3:0-1-5,0-1-8], [4:0-3-0,0-0-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.05 (loc) 6-7 6-7 4 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 Structural wood sheathing directly applied 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)7=0-3-8, 4=Mechanical, 6=Mechanical Max Horz 7=55(LC 26) Max Uplift 7=-10(LC 4), 4=-58(LC 5), 6=-11(LC 8) Max Grav 7=170(LC 1), 4=70(LC 35), 6=59(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(13-14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) 7, 4, 6. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 90 lb up at 1-3-9 on top chord, and 40 lb down and 14 lb up at 1-3-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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.). 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 Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J33 Truss Type JACK-OPEN GIRDER Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393670 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:57 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-cxynv6J7bX?aggnCSRyx7Q9Uj6m4naohdeMNtVyOv3i LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-22(F) 8=-8(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J34 Truss Type JACK-OPEN Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393671 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-47V97SKlLr7RIqMO09TAfehftW4nW12qrI5wQxyOv3h Scale = 1:18.5 1 2 5 3 4 3x4 3x4 3-0-43-0-4 -0-11-0 0-11-0 3-0-4 3-0-4 1-1-03-1-32-7-153-1-38.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.01 (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 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-4 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=62(LC 10) Max Uplift 3=-43(LC 10) Max Grav 5=186(LC 1), 3=78(LC 17), 4=55(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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J35 Truss Type JACK-OPEN Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393672 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-47V97SKlLr7RIqMO09TAfehcoW3yW12qrI5wQxyOv3h Scale = 1:18.4 1 2 5 3 4 3x6 3x6 2-6-82-5-14 -1-10-3 1-10-3 2-6-8 2-6-8 1-7-03-0-102-7-123-0-106.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -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: 10 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 Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=55(LC 7) Max Uplift 3=-32(LC 10), 4=-1(LC 10) Max Grav 5=260(LC 1), 3=38(LC 17), 4=44(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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J36 Truss Type JACK-OPEN Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393673 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:10:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-YK3XKoLO69FIw_xaas_PCrEnYwPBFUHz4yrUyOyOv3g Scale = 1:18.4 1 2 5 3 4 3x6 3x6 2-6-82-5-14 -1-10-3 1-10-3 2-6-8 2-6-8 1-7-03-0-100-4-152-7-123-0-106.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -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: 10 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 Structural wood sheathing directly applied or 2-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-5-12, 3=Mechanical, 4=Mechanical Max Horz 5=55(LC 7) Max Uplift 3=-32(LC 10), 4=-1(LC 10) Max Grav 5=260(LC 1), 3=38(LC 17), 4=44(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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J37 Truss Type JACK-CLOSED Qty 5 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393674 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-0WdvX8L0tSN9X8Wn8ZVel3n0WKn1_wX7Jca1UqyOv3f Scale = 1:17.5 1 2 3 5 4 3x4 3x4 3x4 3x4 -0-11-0 0-11-0 2-8-8 2-8-8 1-1-02-10-112-7-30-3-82-10-118.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [4:Edge,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-R 0.10 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 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* 3-4: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=0-1-8 Max Horz 5=75(LC 7) Max Uplift 5=-4(LC 10), 4=-25(LC 7) Max Grav 5=172(LC 1), 4=101(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J38 Truss Type JACK-CLOSED Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393675 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-0WdvX8L0tSN9X8Wn8ZVel3n0sKn0_wX7Jca1UqyOv3f Scale = 1:17.5 1 2 4 3 3x4 3x4 3x4 3x4 2-8-8 2-8-8 1-1-02-10-112-7-30-3-82-10-118.00 12 Plate Offsets (X,Y)-- [3:Edge,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-R 0.08 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 3-4 3-4 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 2x3 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=0-1-8 Max Horz 4=67(LC 7) Max Uplift 3=-24(LC 7) Max Grav 4=104(LC 18), 3=112(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss J39 Truss Type JACK-OPEN Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393676 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-UiBHlUMeemV09I5zhH1tHGJ9Bj6ojNnGXGKa1GyOv3e Scale = 1:17.3 1 2 5 3 4 3x4 3x6 2-4-132-3-8 -1-7-9 1-7-9 2-4-13 2-4-13 1-5-82-10-30-4-152-5-42-10-36.95 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.24 0.07 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: 9 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 Structural wood sheathing directly applied or 2-4-13 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=46(LC 7) Max Uplift 3=-30(LC 10) Max Grav 3=38(LC 17), 5=234(LC 1), 4=42(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(9-10) 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss PB01 Truss Type Piggyback Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393677 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-yvlgyqNGP4dsnRg9F_Y6qUsK47SESqCQmw38ZjyOv3d Scale = 1:42.7 1 2 3 4 5 6 7 8 9 10 16 1514 13 12 11 17 18 4x6 3x6 3x4 3x6 2x4 2x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-2-524-2-0 24-2-0 24-2-0 24-2-0 0-4-71-6-121-10-90-1-80-4-30-1-81-6-128.00 12 6.00 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-SH 0.23 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 10 9 l/defl n/r n/r n/a L/d 180 120 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 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.REACTIONS.All bearings 22-5-12. (lb) - Max Horz 2=-31(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 13, 12, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 16=296(LC 23), 11=317(LC 24), 13=281(LC 1), 12=391(LC 23), 14=391(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-12=-297/80, 4-14=-296/80 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 2-9-14, Exterior(2R) 2-9-14 to 7-0-13, Interior(1) 7-0-13 to 16-1-15, Exterior(2R) 16-1-15 to 20-9-13, Exterior(2E) 20-9-13 to 23-9-13 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) 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, 9, 13, 12, 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) 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss PB02 Truss Type Piggyback Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393678 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Q5J2AAOuANljObFMpi3LMhPPPXjcBFGZ?aph59yOv3c Scale = 1:41.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 4x8 3x6 3x6 2x4 2x4 2x4 2x4 3x6 24-2-024-2-0 24-2-0 24-2-0 0-4-73-10-124-2-90-1-80-4-30-1-83-10-128.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [6:0-2-9,0-1-8] 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-SH 0.64 0.44 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 0.06 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 64 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-5-12. (lb) - Max Horz 2=-75(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 9, 6 Max Grav All reactions 250 lb or less at joint(s) 2 except 8=551(LC 24), 11=435(LC 1), 9=364(LC 23), 6=311(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-358/76, 3-11=-282/59, 4-9=-305/93 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 10-6-13, Interior(1) 10-6-13 to 11-5-15, Exterior(2R) 11-5-15 to 19-11-12, Interior(1) 19-11-12 to 20-9-13, Exterior(2E) 20-9-13 to 23-9-13 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) 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, 11, 9, 6. 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss PB03 Truss Type Piggyback Qty 2 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393679 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-NTRobrP8i??RevPkw75pS6UqsLRsf9WsSuIoA1yOv3a Scale = 1:42.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 4x6 4x6 3x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-2-524-2-0 24-2-0 24-2-0 24-2-0 0-4-76-2-126-6-90-1-80-4-30-1-86-2-128.00 12 6.00 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-SH 0.26 0.19 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 74 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-5-12. (lb) - Max Horz 2=-120(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 11, 15, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 13, 8 except 12=268(LC 26), 11=385(LC 26), 15=552(LC 17), 10=374(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-11=-257/97, 3-15=-326/142, 7-10=-254/93 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Interior(1) 3-3-5 to 5-6-15, Exterior(2R) 5-6-15 to 15-2-1, Interior(1) 15-2-1 to 20-9-13, Exterior(2E) 20-9-13 to 23-9-13 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) 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) 2, 11, 15, 10. 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. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss PB04 Truss Type GABLE Qty 9 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393680 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-rg_AoBQnTI7IF3zwUqc2_K0zQkoUOcJ?hX1LiUyOv3Z Scale = 1:49.8 2 3 4 5 6 7 13 12 11 10 9 1 14 15 8 3x6 3x6 2x4 6x6 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-2-024-2-0 10-4-5 10-4-5 24-2-0 13-9-11 6-10-140-1-40-1-88.00 12 6.00 12 Plate Offsets (X,Y)-- [4:Edge,0-3-8], [7:0-2-10,0-1-8] 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-SH 0.40 0.17 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-2-0. (lb) - Max Horz 1=-129(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 10, 9, 7 except 1=-518(LC 17), 8=-218(LC 26), 2=-105(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 8 except 2=799(LC 17), 11=357(LC 20), 13=524(LC 17), 10=374(LC 26), 9=384(LC 2), 7=479(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-132/354 WEBS 3-13=-318/176, 5-10=-252/107, 6-9=-268/127 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-5 to 3-3-5, Exterior(2N) 3-3-5 to 7-4-5, Corner(3R) 7-4-5 to 13-4-5, Exterior(2N) 13-4-5 to 20-9-13, Corner(3E) 20-9-13 to 23-9-13 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 10, 9, 7 except (jt=lb) 1=518, 8=218, 2=105. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss PB05 Truss Type Piggyback Qty 14 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393681 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:07 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-JsYZ?XRPEcG9tDY72Y7HXXZEO8Ap7549wBnvEwyOv3Y 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 0.06 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 180 120 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 Structural wood sheathing directly applied 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=-50(LC 6) Max Uplift 2=-15(LC 11), 4=-13(LC 11) 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-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss PBE04 Truss Type GABLE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393682 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:08 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-n26xDtS1?wO0VM7JcFfW3l6P8YW2sYLI8rWSmMyOv3X Scale = 1:21.1 Sheet FrontFull Sheathing 1 Ply 7/16OSB8 2 3 4 6 1 5 4x6 3x4 3x4 2x4 5-0-115-0-11 2-6-6 2-6-6 5-0-11 2-6-6 2-11-70-1-40-1-814.00 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 0.06 0.04 0.01 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: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-0-11. (lb) - Max Horz 1=-51(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 4 except 1=-122(LC 17), 2=-118(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4, 6 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 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) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 1=122, 2=118. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T01 Truss Type PIGGYBACK BASE Qty 13 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393684 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:10 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-jREheZTHXXekkgHijgh_9ABbGM1KKEibc90ZrFyOv3V Scale = 1:67.7 1 2 3 4 5 6 7 8 13 12 11 10 91415161718 4x6 8x8 3x6 3x8 3x6 3x4 3x6 3x4 5x8 5x8 3x4 8-11-28-11-2 13-11-145-0-11 22-11-08-11-2 -0-11-0 0-11-0 4-3-0 4-3-0 8-11-2 4-8-2 13-11-14 5-0-11 18-8-0 4-8-2 22-11-0 4-3-0 23-10-0 0-11-0 1-7-012-0-01-7-012-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.75 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.28 -0.47 0.02 (loc) 9-10 9-10 9 l/defl >962 >579 n/a L/d 240 180 n/a PLATES MT20 Weight: 133 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* 4-11,5-11,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=-252(LC 8) Max Grav 13=1084(LC 2), 9=1088(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-354/114, 3-4=-859/137, 4-5=-501/135, 5-6=-863/137, 6-7=-355/114, 2-13=-383/97, 7-9=-383/97 BOT CHORD 11-13=-107/661, 10-11=-0/547, 9-10=0/554 WEBS 4-11=-45/376, 5-10=-66/413, 3-13=-722/0, 6-9=-725/0 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-8-4, Exterior(2R) 4-8-4 to 18-2-12, Interior(1) 18-2-12 to 20-10-0, Exterior(2E) 20-10-0 to 23-10-0 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) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T02 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393685 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:11 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Bdo3rvUvIrmbMqsuHNCDhNkmHlMx3i5krpl6NhyOv3U Scale = 1:67.7 1 2 3 4 5 6 7 12 11 10 9 81314151617 4x6 8x8 3x4 3x6 3x8 3x6 3x4 3x6 3x4 5x8 3x8 8-11-28-11-2 13-11-145-0-11 21-5-67-5-8 21-5-120-0-6 -0-11-0 0-11-0 4-3-0 4-3-0 8-11-2 4-8-2 13-11-14 5-0-11 18-7-14 4-8-1 21-5-12 2-9-14 1-7-012-0-03-3-212-0-014.00 12 Plate Offsets (X,Y)-- [4:0-3-2,0-2-0], [5:0-2-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.73 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.45 0.01 (loc) 10-12 10-12 8 l/defl >934 >565 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 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* 4-10,5-10,5-9: 2x4 SPF No.2, 2-12,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS. (size)12=0-3-8, 8=0-4-3 Max Horz 12=257(LC 7) Max Grav 12=1019(LC 2), 8=970(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/117, 3-4=-785/139, 4-5=-452/137, 5-6=-736/140, 2-12=-376/100 BOT CHORD 10-12=-133/607, 9-10=-31/453, 8-9=-6/359 WEBS 4-10=-42/324, 3-12=-658/0, 6-8=-805/2 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 4-8-4, Exterior(2R) 4-8-4 to 18-4-0, Exterior(2E) 18-4-0 to 21-4-0 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) 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) 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T03 Truss Type HIP Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393686 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:13 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-80vqGaVApS0Jb80HOoEhmop1PZ2FXaB1I7EDSayOv3S Scale = 1:104.4 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 8x8 3x8 6x6 12x18 MT18HS 3x4 4x6 6x10 3x4 3x4 3x16 MT18HS4x8 2x4 8x10 3x6 2x4 3x8 2x4 5x12 8x14 MT18HS 5x8 3x8 MT18HS 5x12 3x6 3x6 0-2-52-3-8 2-3-8 7-7-5 5-3-13 12-2-6 4-7-1 15-4-0 3-1-10 19-9-0 4-5-0 28-7-11 8-10-11 37-5-2 8-9-7 46-1-5 8-8-3 53-11-8 7-10-3 -0-11-0 0-11-0 2-3-8 2-3-8 7-7-5 5-3-13 12-2-6 4-7-1 15-4-0 3-1-10 19-9-0 4-5-0 28-7-11 8-10-11 37-5-2 8-9-7 46-1-5 8-8-3 53-11-8 7-10-3 1-1-09-0-49-2-95-3-80-8-09-0-48.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-4-9,Edge], [7:0-2-8,0-1-8], [12:0-9-6,Edge], [13:Edge,0-1-12], [15:0-2-8,0-2-8], [22:0-4-0,0-2-12], [25:Edge,0-2-8], [26:Edge,0-10-2], [26:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.74 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.73 0.22 (loc) 18-20 18-20 14 l/defl >999 >878 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 255 lb FT = 20% GRIP 197/144 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 25-26: 2x4 SPF No.2, 3-25,6-21: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 20-22,9-20,9-17,12-17,13-14: 2x4 SPF No.2, 2-26: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,20-21. 1 Row at midpt 6-22 WEBS 1 Row at midpt 7-22, 7-20, 9-20, 9-17, 11-17, 12-15, 13-14 REACTIONS. (size)26=0-3-8 (req. 0-3-14), 14=0-5-8 Max Horz 26=174(LC 7) Max Grav 26=2466(LC 2), 14=2434(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3646/9, 3-4=-3776/28, 4-5=-3744/111, 5-6=-3322/102, 6-7=-3315/100, 7-9=-3540/112, 9-11=-3275/92, 11-12=-3277/94, 12-13=-2169/75, 2-26=-2404/37, 13-14=-2327/38 BOT CHORD 23-24=-171/3058, 22-23=-119/2784, 18-20=-147/3855, 17-18=-147/3855, 15-17=-47/1886 WEBS 4-23=-280/156, 5-22=-86/1494, 20-22=-88/3575, 7-22=-550/129, 9-20=-499/85, 9-18=0/520, 9-17=-838/38, 11-17=-589/153, 12-17=-105/2012, 12-15=-889/122, 13-15=-26/2214, 2-24=-52/2899, 5-23=-116/720 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 7-11-7, Exterior(2R) 7-11-7 to 16-5-5, Interior(1) 16-5-5 to 41-10-7, Exterior(2R) 41-10-7 to 50-4-4, Interior(1) 50-4-4 to 50-9-12, Exterior(2E) 50-9-12 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 2 = 16% 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) 26 greater than input bearing size. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.).October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T04 Truss Type HIP Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393687 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:15 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-4P1ahGXQL3G0rRAfWDH9rDuOmNmR?UbKlRjKWSyOv3Q Scale = 1:106.8 1 2 3 4 5 6 7 8 9 10 11 12 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 30 31 32 33 34 35 3x6 5x10 MT18HS 3x6 5x8 12x18 MT18HS 3x4 4x6 6x16 3x8 MT18HS 3x4 3x4 5x12 4x6 3x4 3x6 3x6 3x8 5x8 3x6 4x10 2x4 12x12 2x4 5x12 5x10 MT18HS 5x10 MT18HS 0-2-52-3-8 2-3-8 7-7-5 5-3-13 15-4-0 7-8-11 15-8-6 0-4-6 24-3-6 8-7-0 32-10-6 8-7-0 41-5-5 8-7-0 45-9-0 4-3-11 47-3-0 1-6-0 53-11-8 6-8-8 -0-11-0 0-11-0 2-3-8 2-3-8 7-7-5 5-3-13 15-4-0 7-8-11 15-8-6 0-4-6 24-3-6 8-7-0 32-10-6 8-7-0 41-5-5 8-7-0 45-9-0 4-3-11 47-3-0 1-6-0 53-11-8 6-8-8 1-1-011-4-411-6-95-3-83-0-00-8-011-4-48.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-1-8], [10:0-5-6,Edge], [12:Edge,0-1-12], [16:0-2-0,0-0-8], [17:0-4-12,0-2-8], [18:Edge,0-2-8], [20:0-1-8,0-1-8], [22:0-3-8,0-2-8], [25:0-7-12,0-3-0] , [26:0-2-8,0-1-8], [28:Edge,0-2-8], [29:Edge,0-10-2], [29:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.63 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.65 0.37 (loc) 20-22 22-23 13 l/defl >999 >990 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 292 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 10-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 28-29,13-14: 2x4 SPF No.2, 3-28,16-18,11-14: 2x3 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-22,7-20,9-20,10-19,6-23,7-25,9-17: 2x4 SPF No.2 2-29,12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-7 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-25, 7-20, 9-20, 12-13, 7-25, 9-17 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)29=0-3-8 (req. 0-3-13), 13=0-5-8 Max Horz 29=-214(LC 8) Max Grav 29=2415(LC 2), 13=2375(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3553/0, 3-4=-3680/19, 4-6=-3141/96, 6-7=-2486/124, 7-9=-2807/117, 9-10=-2769/80, 10-11=-3189/63, 11-12=-3065/23, 2-29=-2360/38, 12-13=-2251/15 BOT CHORD 26-27=-122/3009, 25-26=-58/3031, 20-22=-62/2922, 16-17=0/2655, 15-16=0/2680, 11-15=-518/64 WEBS 4-26=0/362, 4-25=-715/145, 7-22=0/318, 9-20=-567/115, 17-20=-55/2918, 17-19=0/286, 10-17=0/1062, 11-17=-47/319, 12-15=0/2770, 6-25=0/1294, 2-27=0/2809, 22-25=-68/2760, 7-25=-787/155 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 11-5-7, Exterior(2R) 11-5-7 to 19-11-5, Interior(1) 19-11-5 to 37-2-7, Exterior(2R) 37-2-7 to 45-8-4, Interior(1) 45-8-4 to 50-9-12, Exterior(2E) 50-9-12 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 2 = 16% 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) 29 greater than input bearing size. 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. Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T04 Truss Type HIP Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393687 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:15 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-4P1ahGXQL3G0rRAfWDH9rDuOmNmR?UbKlRjKWSyOv3Q 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393688 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:17 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-0n9K6yZgthWk4lJ2deJdxe_jJALSTObdDlCRbLyOv3O Scale = 1:105.7 1 2 3 4 5 6 7 8 9 10 11 12 27 26 25 24 2322 21 20 19 18 17 16 15 14 13 28 29 30 31 32 33 34 35 36 3x8 5x10 MT18HS 3x6 5x10 MT18HS 5x6 12x18 MT18HS 3x4 4x6 6x16 3x4 3x4 3x16 MT18HS3x6 3x6 3x6 3x8 5x8 2x4 5x8 3x6 3x6 5x8 3x8 MT18HS 5x12 3x6 2-3-82-3-8 7-7-55-3-13 15-4-07-8-11 16-4-81-0-8 24-5-98-1-1 32-5-77-11-13 40-6-88-1-1 47-6-157-0-7 53-11-86-4-9 -0-11-0 0-11-0 2-3-8 2-3-8 7-7-5 5-3-13 16-4-8 8-9-3 24-5-9 8-1-1 32-5-7 7-11-13 40-6-8 8-1-1 47-6-15 7-0-7 53-11-8 6-4-9 1-1-012-0-05-3-80-8-012-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-1-4], [10:0-6-8,0-1-12], [12:0-3-0,0-1-8], [14:0-2-8,0-2-8], [19:0-3-8,0-2-8], [23:0-2-0,0-0-0], [24:0-2-8,0-1-8], [26:Edge,0-2-8], [27:Edge,0-10-2] , [27:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.98 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.31 -0.53 0.21 (loc) 17-19 17-19 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 293 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 6-8,8-10: 2x4 SPF 2100F 1.8E, 10-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 3-26,21-23: 2x3 SPF No.2, 22-25,15-18: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-24,4-24,4-22,11-14,12-14,2-25,19-22: 2x3 SPF No.2 12-13,2-27: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-0-9 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-23,20-21 2-2-0 oc bracing: 17-19. WEBS 1 Row at midpt 4-22, 7-22, 7-19, 7-17, 9-17, 10-16, 11-14, 12-13 REACTIONS. (size)27=0-3-8 (req. 0-3-13), 13=0-5-8 Max Horz 27=-224(LC 8) Max Grav 27=2447(LC 2), 13=2436(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3589/0, 3-4=-3744/25, 4-6=-3150/93, 6-7=-2505/124, 7-9=-2733/127, 9-10=-2733/127, 10-11=-2469/122, 11-12=-1960/78, 12-13=-2345/32, 2-27=-2394/39 BOT CHORD 24-25=-110/3049, 23-24=-53/3094, 22-23=0/3025, 19-20=-43/298, 17-19=-48/2805, 16-17=0/2130, 14-16=0/1702 WEBS 4-24=0/346, 4-22=-792/169, 20-22=0/465, 6-22=0/1279, 7-22=-628/177, 9-17=-516/139, 10-17=-78/1127, 10-16=-328/124, 11-16=-45/713, 11-14=-1080/52, 12-14=0/2168, 2-25=0/2825, 19-22=-6/2539 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-2-4, Interior(1) 2-2-4 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 50-9-12, Exterior(2E) 50-9-12 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 = 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) 27 greater than input bearing size. 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. Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T05 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393688 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:17 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-0n9K6yZgthWk4lJ2deJdxe_jJALSTObdDlCRbLyOv3O 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T05A Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393689 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:18 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-U_jjJIZIe_ebivuEBLqsTsWu5amaCu0mSPy_7nyOv3N Scale = 1:100.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 3x6 8x8 3x6 5x10 MT18HS 5x6 12x18 MT18HS 3x8 MT18HS 4x8 3x6 3x8 2x4 2x4 5x8 3x6 3x6 5x8 3x8 MT18HS5x6 3x6 3x16 MT18HS 7-7-57-7-5 16-4-88-9-3 24-5-98-1-1 32-5-77-11-13 40-6-88-1-1 47-6-157-0-7 53-11-86-4-9 -0-11-0 0-11-0 7-7-5 7-7-5 16-4-8 8-9-3 24-5-9 8-1-1 32-5-7 7-11-13 40-6-8 8-1-1 47-6-15 7-0-7 53-11-8 6-4-9 1-1-012-0-05-3-812-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [5:0-2-0,0-5-12], [9:0-6-8,0-1-12], [11:0-3-0,0-1-8], [13:0-2-8,0-2-8], [21:0-2-8,0-2-8], [22:0-1-12,0-0-0], [22:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.66 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.27 -0.47 0.14 (loc) 16-18 16-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-7,7-9: 2x4 SPF 2100F 1.8E, 9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-13,11-13,2-21,3-21: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-14 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-19, 6-19, 6-16, 8-16, 9-15, 10-13, 11-12 REACTIONS. (size)22=0-3-8 (req. 0-3-15), 12=0-3-8 (req. 0-3-14) Max Horz 22=-224(LC 8) Max Grav 22=2495(LC 2), 12=2466(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3463/29, 3-5=-3054/106, 5-6=-2448/132, 6-8=-2787/127, 8-9=-2787/127, 9-10=-2509/122, 10-11=-1986/78, 11-12=-2375/32, 2-22=-2374/62 BOT CHORD 21-22=-181/568, 19-21=-45/2799, 18-19=-48/2886, 16-18=-48/2886, 15-16=0/2165, 13-15=0/1725 WEBS 3-19=-556/165, 5-19=0/1225, 6-19=-881/148, 6-18=0/461, 8-16=-516/139, 9-16=-78/1160, 9-15=-328/124, 10-15=-45/731, 10-13=-1099/52, 11-13=0/2198, 2-21=0/2416 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 50-9-12, Exterior(2E) 50-9-12 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 5 = 16% 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, 12 greater than input bearing size. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.).October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T06 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393690 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:20 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-QMrTk_bZAcuJxD2dJmsKYHcH3OSagm93vjR5BgyOv3L Scale = 1:99.4 12 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 32 33 34 35 6x8 6x8 4x6 6x8 6x6 10x10 5x10 MT18HS 3x4 5x6 3x8 MT18HS 2x4 5x12 4x6 6x10 6x16 4x6 2x4 3x6 4x6 5x8 3x8 MT18HS 3x6 5-7-45-7-4 16-4-810-9-4 21-2-04-9-8 32-5-711-3-7 40-6-88-1-1 47-6-157-0-7 53-11-86-4-9 -0-11-0 0-11-0 7-1-9 7-1-9 11-0-0 3-10-8 16-4-8 5-4-8 21-2-0 4-9-8 26-9-12 5-7-12 32-5-7 5-7-12 40-6-8 8-1-1 47-6-15 7-0-7 53-11-8 6-4-9 0-11-06-5-010-0-012-0-05-3-82-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-3-0], [10:0-5-4,0-3-0], [12:Edge,0-2-4], [14:0-2-8,0-2-8], [20:0-3-12,0-2-12], [21:0-2-8,0-2-0], [24:0-5-0,0-6-6], [24:0-2-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.69 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.95 0.17 (loc) 17-19 17-19 13 l/defl >999 >674 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 330 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-19,18-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,4-23,4-21,5-21,11-14,2-23,12-14: 2x3 SPF No.2 2-24: 2x6 SP 2400F 2.0E, 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-2 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-20 WEBS 1 Row at midpt 4-21, 7-17, 9-17, 10-16, 11-14, 12-13 REACTIONS. (size)24=0-5-8, 13=0-3-8 (req. 0-3-12) Max Horz 24=184(LC 9) Max Grav 24=2434(LC 2), 13=2404(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4089/0, 3-4=-3985/54, 4-5=-3490/84, 5-6=-3177/104, 6-7=-3171/105, 7-9=-2704/121, 9-10=-2706/122, 10-11=-2443/123, 11-12=-1940/77, 2-24=-2326/59, 12-13=-2315/32 BOT CHORD 23-24=-126/1102, 21-23=-30/3404, 20-21=-22/2854, 6-20=-313/97, 16-17=0/2108, 14-16=0/1696 WEBS 4-23=-64/303, 4-21=-832/114, 5-21=0/990, 5-20=-131/800, 17-20=-82/2882, 7-20=0/415, 7-17=-681/75, 9-17=-464/127, 10-17=-59/1107, 10-16=-340/112, 11-16=-46/687, 11-14=-1044/56, 2-23=0/2484, 12-14=0/2148 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 50-9-12, Exterior(2E) 50-9-12 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) 13 greater than input bearing size. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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.).October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T06A Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393691 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:22 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-NlyD9fcpiD81AWC?QBvoeihavB8_8enMM1wCGYyOv3J Scale = 1:102.4 Sheet Front Left Option 1-4-0 1 Ply 7/16OSB8 12 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 2627 28 29 30 31 32 33 34 35 36 37 5x12 6x8 3x6 5x10 MT18HS 5x6 10x16 MT18HS 5x10 MT18HS 3x4 5x6 3x8 MT18HS 5x12 6x10 4x6 6x10 6x16 3x6 2x4 3x6 3x6 5x8 3x8 MT18HS 3x6 2x4 1-4-8 1-4-01-4-0 5-7-44-3-4 16-4-810-9-4 21-2-04-9-8 30-10-49-8-4 32-5-71-7-3 40-6-88-1-1 47-6-157-0-7 53-11-86-4-9 -0-11-0 0-11-0 7-1-9 7-1-9 10-10-0 3-8-7 11-0-0 0-2-0 16-4-8 5-4-8 21-2-0 4-9-8 26-9-11 5-7-11 32-5-7 5-7-13 34-1-0 1-7-9 40-6-8 6-5-8 47-6-15 7-0-7 53-11-8 6-4-9 0-11-06-5-010-0-012-0-05-3-82-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [10:0-6-8,0-1-12], [12:0-3-0,0-1-8], [14:0-2-8,0-2-8], [20:0-3-12,0-2-12], [21:0-2-8,0-2-0], [24:Edge,0-7-13], [24:0-1-12,0-0-0], [25:0-0-11 ,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.70 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -1.03 0.16 (loc) 17-19 17-19 13 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 319 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-19,18-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,4-23,4-21,5-21,11-14,12-14,25-26: 2x3 SPF No.2 2-24: 2x4 SPF 2100F 1.8E, 12-13: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-0-5 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-20 WEBS 1 Row at midpt 4-21, 7-17, 9-17, 10-16, 11-14, 12-13 JOINTS 1 Brace at Jt(s): 26 REACTIONS. (size)24=0-5-8, 13=0-3-8 Max Horz 24=186(LC 9) Max Grav 24=2436(LC 2), 13=2410(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4048/21, 3-4=-4022/82, 4-5=-3479/115, 5-6=-3169/135, 6-7=-3163/136, 7-9=-2695/146, 9-10=-2698/147, 10-11=-2433/146, 11-12=-1939/93, 2-24=-2328/71, 12-13=-2320/49 BOT CHORD 23-24=-170/653, 21-23=-31/3383, 20-21=-23/2844, 6-20=-332/98, 16-17=0/2098, 14-16=0/1683 WEBS 23-25=-306/133, 3-25=-318/135, 4-23=-62/355, 4-21=-824/115, 5-21=0/991, 5-20=-132/810, 17-20=-83/2871, 7-20=0/422, 7-17=-678/74, 9-17=-473/129, 10-16=-344/112, 11-16=-46/692, 11-14=-1057/66, 2-26=0/2976, 23-26=0/2996, 12-14=0/2145, 10-17=-60/1116 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 13-4-8, Exterior(2R) 13-4-8 to 19-4-8, Interior(1) 19-4-8 to 37-6-8, Exterior(2R) 37-6-8 to 43-6-8, Interior(1) 43-6-8 to 50-9-12, Exterior(2E) 50-9-12 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 2 = 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) 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. Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T06A Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393691 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:22 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-NlyD9fcpiD81AWC?QBvoeihavB8_8enMM1wCGYyOv3J 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T07 Truss Type HIP Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393692 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:24 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-J74_aLe3EqPlQqMOYcxGj7my3?l6caOfqLPILRyOv3H Scale = 1:102.2 12 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 3x6 5x8 3x6 3x4 4x6 3x8 MT18HS 4x6 4x6 3x4 3x4 3x6 3x6 4x8 5x12 5x6 8x16 8x10 6x8 6x10 5x6 5x10 MT18HS 4x10 2x4 2x4 0-2-58-1-5 8-1-5 15-8-6 7-7-1 26-10-0 11-1-10 28-10-0 2-0-0 33-4-4 4-6-4 41-5-5 8-1-1 50-6-8 9-1-3 -0-11-0 0-11-0 8-1-5 8-1-5 15-8-6 7-7-1 21-3-3 5-6-13 26-10-0 5-6-13 33-4-4 6-6-4 41-5-5 8-1-1 45-7-2 4-1-13 50-6-8 4-11-6 1-1-011-4-411-6-97-0-03-0-011-4-48.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [5:0-4-9,Edge], [11:0-2-6,0-2-9], [18:0-3-4,0-4-0], [19:0-2-0,0-0-0], [20:0-9-4,0-5-0], [21:Edge,0-3-8], [22:0-5-8,0-2-0], [24:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.91 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.45 -0.93 0.29 (loc) 21-22 21-22 13 l/defl >999 >648 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8,10-12: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-20,21-23: 2x4 SPF 2100F 1.8E, 17-19: 2x3 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,3-22,6-20,11-14,2-24,14-18: 2x3 SPF No.2 12-13: 2x4 SPF-S Stud, 2-25: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-20 WEBS 1 Row at midpt 3-22, 7-18, 10-14, 9-18 2 Rows at 1/3 pts 6-22, 11-13 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)25=0-3-8 (req. 0-3-9), 13=Mechanical Max Horz 25=226(LC 7) Max Grav 25=2288(LC 2), 13=2288(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3094/36, 3-5=-2736/100, 5-6=-2208/120, 6-7=-3612/100, 7-9=-3235/79, 9-10=-3242/83, 10-11=-1741/124, 2-25=-2152/73 BOT CHORD 24-25=-214/643, 22-24=-94/2478, 7-20=-19/269, 19-20=-140/3626, 18-19=-141/3594, 13-14=-35/1062 WEBS 3-22=-474/160, 5-22=0/1159, 6-22=-1547/120, 20-22=-150/2897, 6-20=-18/1295, 7-18=-634/30, 10-18=-118/2385, 10-14=-1196/143, 11-14=-9/1172, 11-13=-2262/1, 2-24=0/2027, 14-18=-47/1595, 16-18=0/257, 9-18=-532/136 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 11-5-7, Exterior(2R) 11-5-7 to 19-11-5, Interior(1) 19-11-5 to 37-2-7, Exterior(2R) 37-2-7 to 45-7-14, Interior(1) 45-7-14 to 47-4-12, Exterior(2E) 47-4-12 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) WARNING: Required bearing size at joint(s) 25 greater than input bearing size. 8) Refer to girder(s) for truss to truss connections. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T08 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393693 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:25 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-nKeMnhfh?8Xc1_wa5KSVFKJ7uP5gL1Lo3?8sttyOv3G Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 3x6 5x10 MT18HS 3x6 5x8 3x4 4x6 3x8 MT18HS 3x6 4x8 3x8 3x8 2x4 2x4 5x8 4x6 4x8 5x10 MT18HS 8x10 3x6 3x8 MT18HS 8-1-58-1-5 16-4-88-3-3 24-5-98-1-1 32-5-77-11-13 40-6-88-1-1 50-6-810-0-0 -0-11-0 0-11-0 8-1-5 8-1-5 16-4-8 8-3-3 24-5-9 8-1-1 32-5-7 7-11-13 40-6-8 8-1-1 45-6-12 5-0-4 50-6-8 4-11-12 1-1-012-0-07-0-012-0-08.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [5:0-6-0,0-1-8], [9:0-5-8,0-2-4], [10:0-3-8,0-2-0], [20:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.95 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.67 0.12 (loc) 12-13 12-13 12 l/defl >999 >894 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 274 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-20,2-20: 2x3 SPF No.2, 11-12: 2x4 SPF-S Stud, 2-21: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-2 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20. WEBS 1 Row at midpt 3-18, 6-18, 6-15, 8-15, 9-13 2 Rows at 1/3 pts 10-12 REACTIONS. (size)21=0-3-8 (req. 0-3-11), 12=Mechanical Max Horz 21=230(LC 7) Max Grav 21=2341(LC 2), 12=2355(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3192/34, 3-5=-2775/110, 5-6=-2219/134, 6-8=-2351/131, 8-9=-2351/131, 9-10=-1901/127, 2-21=-2213/70 BOT CHORD 20-21=-221/611, 18-20=-83/2569, 17-18=-90/2559, 15-17=-90/2559, 13-15=-30/1642, 12-13=-30/1090 WEBS 3-18=-556/159, 5-18=0/1090, 6-18=-709/154, 6-17=0/475, 6-15=-403/25, 8-15=-516/138, 9-15=-84/1285, 9-13=-598/128, 10-13=-3/1143, 10-12=-2312/0, 2-20=0/2149 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 47-4-12, Exterior(2E) 47-4-12 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) The Fabrication Tolerance at joint 5 = 12% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 9) Refer to girder(s) for truss to truss connections. 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. 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.).October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T09 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393694 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:27 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-jim6CNgyWlnJHH4zDkUzLlORDCnFpwA5WJdyxmyOv3E Scale: 1/8"=1' Sheet Back Left Option 1-4-0 1 Ply 7/16OSB8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 24 2325 26 27 28 29 30 31 32 33 34 35 36 5x8 5x8 3x6 5x8 3x4 10x16 MT18HS 5x12 WB 3x4 5x8 3x6 5x12 6x10 4x6 6x10 5x12 3x6 2x4 4x6 4x8 5x10 MT18HS 2x4 1-4-01-4-0 5-7-44-3-4 16-4-810-9-4 21-2-04-9-8 30-10-49-8-4 32-5-71-7-3 40-6-88-1-1 50-6-810-0-0 -0-11-0 0-11-0 7-1-9 7-1-9 10-10-0 3-8-7 11-0-0 0-2-0 16-4-8 5-4-8 21-2-0 4-9-8 26-9-11 5-7-11 32-5-7 5-7-13 40-6-8 8-1-1 45-6-12 5-0-4 50-6-8 4-11-12 0-11-06-5-010-0-012-0-07-0-02-0-012-0-06.00 12 8.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-1-12], [10:0-5-8,0-2-4], [11:0-3-8,0-2-0], [16:0-5-8,0-2-0], [18:0-4-4,0-2-12], [19:0-2-8,0-2-0], [22:0-1-12,0-0-0], [22:Edge,0-7-13], [24:0-0-11 ,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.95 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -1.04 0.15 (loc) 16-17 16-17 13 l/defl >999 >582 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 311 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-17,15-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-21,4-21,4-19,5-19,23-24: 2x3 SPF No.2, 2-22: 2x4 SPF 2100F 1.8E 12-13: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-14 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. 1 Row at midpt 6-18 WEBS 1 Row at midpt 4-19, 7-16, 9-16, 10-14 2 Rows at 1/3 pts 11-13 JOINTS 1 Brace at Jt(s): 23 REACTIONS. (size)22=0-5-8, 13=Mechanical Max Horz 22=219(LC 9) Max Grav 22=2285(LC 2), 13=2298(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3768/0, 3-4=-3742/57, 4-5=-3175/88, 5-6=-2840/108, 6-7=-2835/109, 7-9=-2275/127, 9-10=-2277/127, 10-11=-1844/129, 2-22=-2178/57 BOT CHORD 21-22=-202/632, 19-21=-74/3114, 18-19=-66/2591, 6-18=-334/98, 14-16=-26/1592, 13-14=-27/1059 WEBS 21-24=-308/133, 3-24=-320/135, 4-21=-59/384, 4-19=-804/117, 5-19=0/973, 5-18=-138/668, 16-18=-130/2483, 7-18=0/513, 7-16=-761/75, 9-16=-473/128, 10-14=-616/116, 11-14=-0/1104, 2-23=0/2745, 21-23=0/2764, 11-13=-2243/0, 10-16=-64/1237 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 47-4-12, Exterior(2E) 47-4-12 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) The Fabrication Tolerance at joint 2 = 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) Refer to girder(s) for truss to truss connections. 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.Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T09 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393694 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:27 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-jim6CNgyWlnJHH4zDkUzLlORDCnFpwA5WJdyxmyOv3E 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393695 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:29 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-g5ttd3iC2N11WbELK9XRQATnT0XgHpOOzc630eyOv3C Scale = 1:102.6 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 5x12 6x8 3x6 8x14 MT18HS 2x4 8x8 10x16 MT18HS 5x10 MT18HS 3x4 5x6 3x8 MT18HS 2x4 6x10 4x6 6x10 6x16 3x6 2x4 4x8 8x10 5x10 MT18HS 8x8 3x8 MT18HS 5-7-45-7-4 16-4-810-9-4 21-2-04-9-8 32-5-711-3-7 40-6-88-1-1 47-3-06-8-8 53-11-86-8-8 -0-11-0 0-11-0 7-1-9 7-1-9 11-0-0 3-10-8 16-4-8 5-4-8 21-2-0 4-9-8 26-9-12 5-7-12 32-5-7 5-7-12 40-6-8 8-1-1 47-3-0 6-8-8 53-11-8 6-8-8 0-11-06-5-010-0-012-0-01-9-52-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-4-12,0-2-0], [10:0-9-12,0-1-12], [12:0-5-8,Edge], [13:0-2-12,0-2-8], [14:0-3-8,Edge], [15:0-3-8,Edge], [17:0-3-8,0-2-0], [21:0-3-12,0-2-12], [22:0-2-8 ,0-2-0], [25:0-2-7,0-1-4], [25:0-5-0,0-2-0] 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-SH 0.85 0.69 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -1.10 0.17 (loc) 18-20 18-20 14 l/defl >999 >583 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 301 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 4-5,5-8,10-11: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-20,19-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,4-24,4-22,5-22,2-24: 2x3 SPF No.2, 10-12: 2x4 SPF 2100F 1.8E 12-17,13-14: 2x4 SPF-S Stud, 2-25: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-21 WEBS 1 Row at midpt 11-15, 4-22, 7-18, 9-18, 10-12, 12-17 REACTIONS. (size)25=0-5-8, 14=0-3-8 Max Horz 25=152(LC 10) Max Grav 25=2428(LC 2), 14=2357(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4001/183, 3-4=-3944/255, 4-5=-3445/256, 5-6=-3137/270, 6-7=-3132/271, 7-9=-2664/237, 9-10=-2667/238, 12-13=-4148/243, 2-25=-2319/189, 13-14=-2235/177 BOT CHORD 24-25=-211/697, 22-24=-152/3341, 21-22=-64/2815, 6-21=-332/98, 17-18=-25/2064, 15-17=-154/3898 WEBS 12-15=-647/124, 3-24=-284/132, 4-24=-62/312, 4-22=-808/133, 5-22=0/978, 5-21=-126/813, 18-21=-111/2841, 7-21=-15/416, 7-18=-674/78, 9-18=-470/129, 10-18=-50/1125, 10-17=0/1281, 10-12=-3241/191, 12-17=-2096/146, 2-24=0/2857, 13-15=-149/3842 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 13-4-8, Exterior(2R) 13-4-8 to 19-4-8, Interior(1) 19-4-8 to 37-6-8, Exterior(2R) 37-6-8 to 43-6-8, Interior(1) 43-6-8 to 50-9-12, Exterior(2E) 50-9-12 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) 14. 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) 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. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T10 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393695 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:29 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-g5ttd3iC2N11WbELK9XRQATnT0XgHpOOzc630eyOv3C 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393696 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:31 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-cU?d2kjSa_HllvOkSaZvVbZ89p9JlmOhRwbA4XyOv3A Scale = 1:99.0 12 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 5x8 5x8 3x6 8x14 MT18HS 2x4 4x6 10x16 MT18HS 3x16 MT18HS 3x4 5x6 3x8 MT18HS 2x4 5x12 4x6 6x10 5x12 3x6 2x4 4x8 5x8 3x4 6x6 3x6 5-7-45-7-4 16-4-810-9-4 21-2-04-9-8 32-5-711-3-7 40-6-88-1-1 47-3-06-8-8 53-11-86-8-8 -0-11-0 0-11-0 7-1-9 7-1-9 11-0-0 3-10-8 16-4-8 5-4-8 21-2-0 4-9-8 26-9-12 5-7-12 32-5-7 5-7-12 40-6-8 8-1-1 47-3-0 6-8-8 53-11-8 6-8-8 0-11-06-5-010-0-012-0-01-9-52-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-0], [10:0-9-12,0-1-12], [12:0-5-8,0-1-8], [13:0-3-0,0-1-8], [17:0-3-8,0-2-0], [18:0-6-0,0-2-0], [21:0-4-4,0-2-12], [22:0-2-8,0-2-0], [25:0-1-12 ,0-0-0], [25:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.78 0.87 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.43 -0.93 0.11 (loc) 18-20 18-20 14 l/defl >999 >603 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 297 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 23-25,21-23,14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-24,4-24,4-22,5-22,12-17,2-24,13-15: 2x3 SPF No.2 2-25: 2x4 SPF 2100F 1.8E, 13-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-14 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-2-13 oc bracing: 18-20 6-0-0 oc bracing: 15-17. 1 Row at midpt 6-21 WEBS 1 Row at midpt 11-15, 4-22, 7-18, 9-18, 10-17, 10-12 REACTIONS.All bearings 6-8-8 except (jt=length) 25=0-5-8. (lb) - Max Horz 25=150(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 14=-155(LC 23) Max Grav All reactions 250 lb or less at joint(s) 14 except 15=2748(LC 2), 15=2463(LC 1), 25=2084(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3411/178, 3-4=-3364/252, 4-5=-2771/249, 5-6=-2403/259, 6-7=-2398/260, 7-9=-1724/211, 9-10=-1727/212, 12-13=-7/609, 2-25=-1975/183, 13-14=0/251 BOT CHORD 24-25=-220/647, 22-24=-144/2757, 21-22=-51/2254, 6-21=-334/98, 17-18=0/881, 15-17=-557/66 WEBS 12-15=-2343/226, 3-24=-308/135, 4-24=-58/417, 4-22=-776/139, 5-22=-4/950, 5-21=-141/495, 18-21=-83/1992, 7-21=-18/622, 7-18=-872/93, 9-18=-471/129, 10-18=-66/1507, 10-17=-583/97, 10-12=-1397/116, 12-17=-45/1637, 2-24=0/2387, 13-15=-672/78 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 50-9-12, Exterior(2E) 50-9-12 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 2 = 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 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.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T11 Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393696 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:31 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-cU?d2kjSa_HllvOkSaZvVbZ89p9JlmOhRwbA4XyOv3A NOTES-(11-12) 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T12 Truss Type PIGGYBACK BASE Qty 3 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393697 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:33 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Ys7OTQli6bXT?CY7Z?bNa0eUldvZDg__uE4H9QyOv38 Scale = 1:104.9 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 28 27 26 25 24 23 22 21 20 19 18 17 29 30 31 32 33 3435363738 5x8 5x8 3x6 8x14 MT18HS 2x4 4x6 10x16 MT18HS 3x16 MT18HS 3x4 4x6 3x6 2x4 5x12 4x6 6x10 5x12 3x6 2x4 4x8 5x8 3x6 2x4 4x6 3x6 3x6 5-7-4 5-7-4 16-4-8 10-9-4 21-2-0 4-9-8 32-5-7 11-3-7 40-6-8 8-1-1 47-3-0 6-8-8 47-4-12 0-1-12 51-10-3 4-5-7 57-0-8 5-2-5 -0-11-0 0-11-0 7-1-9 7-1-9 11-0-0 3-10-8 16-4-8 5-4-8 21-2-0 4-9-8 26-9-12 5-7-12 32-5-7 5-7-12 40-6-8 8-1-1 47-3-0 6-8-8 51-10-3 4-7-3 57-0-8 5-2-5 57-11-8 0-11-0 0-11-06-5-010-0-012-0-00-9-02-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-0], [10:0-9-12,0-1-12], [12:0-5-8,0-1-8], [15:0-4-5,0-0-5], [20:0-3-8,0-2-0], [21:0-6-0,0-2-0], [24:0-4-4,0-2-12], [25:0-2-8,0-2-0], [28:0-1-12 ,0-0-0], [28:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.77 0.63 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.88 0.11 (loc) 21-23 21-23 18 l/defl >999 >640 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 317 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 26-28,24-26: 2x4 SPF 2100F 1.8E, 15-19,19-22: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-27,4-27,4-25,5-25,12-20,13-18,13-17,2-27: 2x3 SPF No.2 2-28: 2x4 SPF 2100F 1.8E SLIDER Right 2x4 SPF-S Stud 2-8-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-2 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-24 WEBS 1 Row at midpt 11-18, 4-25, 7-21, 9-21, 10-20, 10-12 REACTIONS. (size)18=0-3-8, 28=0-5-8, 15=0-3-8 Max Horz 28=148(LC 10) Max Uplift 15=-55(LC 11) Max Grav 18=2835(LC 2), 28=2073(LC 2), 15=257(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/177, 3-4=-3345/250, 4-5=-2750/247, 5-6=-2380/257, 6-7=-2376/257, 7-9=-1699/207, 9-10=-1701/208, 12-13=-0/740, 13-15=-131/275, 2-28=-1965/182 BOT CHORD 27-28=-218/649, 25-27=-142/2738, 24-25=-49/2236, 6-24=-334/98, 20-21=0/845, 18-20=-683/74 WEBS 12-18=-2343/202, 3-27=-308/135, 4-27=-58/419, 4-25=-774/139, 5-25=-4/948, 5-24=-141/484, 21-24=-78/1973, 7-24=-19/623, 7-21=-873/95, 9-21=-471/129, 10-21=-65/1519, 10-20=-636/101, 10-12=-1343/111, 12-20=-51/1758, 13-18=-681/68, 2-27=0/2372 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 54-11-8, Exterior(2E) 54-11-8 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) The Fabrication Tolerance at joint 2 = 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 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 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T12 Truss Type PIGGYBACK BASE Qty 3 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393697 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:33 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Ys7OTQli6bXT?CY7Z?bNa0eUldvZDg__uE4H9QyOv38 NOTES-(11-12) 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T12A Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393698 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:35 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-UFF8u6nzeDnBEWhVhQerfRjqHRb2haWHMYZODIyOv36 Scale = 1:102.8 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 37 5x8 5x8 3x6 8x14 MT18HS 2x4 4x6 10x16 MT18HS 3x16 MT18HS 3x4 4x6 3x12 2x4 5x12 4x6 6x10 5x12 3x6 2x4 4x8 5x12 3x6 3x6 3x4 4x6 3x6 5-7-4 5-7-4 16-4-8 10-9-4 21-2-0 4-9-8 32-5-7 11-3-7 40-6-8 8-1-1 47-3-0 6-8-8 47-4-12 0-1-12 51-10-2 4-5-6 55-11-5 4-1-2 55-11-11 0-0-6 -0-11-0 0-11-0 7-1-9 7-1-9 11-0-0 3-10-8 16-4-8 5-4-8 21-2-0 4-9-8 26-9-12 5-7-12 32-5-7 5-7-12 40-6-8 8-1-1 47-3-0 6-8-8 51-10-2 4-7-2 55-11-11 4-1-9 0-11-06-5-010-0-012-0-01-1-42-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-2-0], [10:0-9-12,0-1-12], [12:0-6-0,0-1-8], [16:0-2-8,0-1-8], [19:0-3-8,0-2-0], [20:0-6-0,0-2-0], [23:0-4-0,0-2-12], [24:0-2-8,0-2-0], [27:0-1-12 ,0-0-0], [27:Edge,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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-SH 0.77 0.63 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.40 -0.87 0.11 (loc) 20-22 20-22 17 l/defl >999 >648 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 314 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 25-27,23-25: 2x4 SPF 2100F 1.8E, 15-18,18-21: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-26,4-26,4-24,5-24,12-19,13-17,13-16,2-26,14-16: 2x3 SPF No.2 2-27: 2x4 SPF 2100F 1.8E, 14-15: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-4 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19,16-17. 1 Row at midpt 6-23 WEBS 1 Row at midpt 11-17, 4-24, 7-20, 9-20, 10-19, 10-12 REACTIONS. (size)17=0-3-8, 27=0-5-8, 15=0-4-3 Max Horz 27=149(LC 10) Max Uplift 15=-95(LC 23) Max Grav 17=2852(LC 2), 27=2069(LC 2), 15=105(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3383/174, 3-4=-3336/247, 4-5=-2741/244, 5-6=-2371/254, 6-7=-2366/254, 7-9=-1686/204, 9-10=-1688/205, 12-13=-18/800, 13-14=-6/326, 2-27=-1961/180 BOT CHORD 26-27=-218/647, 24-26=-136/2730, 23-24=-43/2229, 6-23=-334/98, 19-20=0/830, 17-19=-737/95, 16-17=-293/22 WEBS 12-17=-2370/209, 3-26=-309/135, 4-26=-58/420, 4-24=-774/139, 5-24=-4/948, 5-23=-140/481, 20-23=-71/1962, 7-23=-19/627, 7-20=-876/95, 9-20=-471/129, 10-20=-68/1523, 10-19=-657/108, 10-12=-1319/104, 12-19=-65/1803, 13-17=-633/80, 2-26=0/2365, 14-16=-315/21 NOTES-(11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 52-9-15, Exterior(2E) 52-9-15 to 55-9-15 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 2 = 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 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.Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T12A Truss Type PIGGYBACK BASE Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393698 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:35 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-UFF8u6nzeDnBEWhVhQerfRjqHRb2haWHMYZODIyOv36 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T13 Truss Type PIGGYBACK BASE Qty 3 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393699 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:37 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-RdMuIooDAq1vTqruorgJlsp8fEEn9R0Zps2UIByOv34 Scale: 1/8"=1' 1 2 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 5x8 3x6 8x14 MT18HS 2x4 6x8 10x16 MT18HS 5x12 WB 3x4 4x6 3x6 2x4 5x12 4x6 6x10 5x12 3x6 2x4 3x6 5x8 3x8 MT18HS 8x8 5-7-45-7-4 16-4-810-9-4 21-2-04-9-8 32-5-711-3-7 40-6-88-1-1 47-3-06-8-8 50-6-83-3-8 -0-11-0 0-11-0 7-1-9 7-1-9 11-0-0 3-10-8 16-4-8 5-4-8 21-2-0 4-9-8 26-9-12 5-7-12 32-5-7 5-7-12 40-6-8 8-1-1 47-3-0 6-8-8 50-6-8 3-3-8 0-11-06-5-010-0-012-0-02-11-02-0-012-0-06.00 12 8.00 12 4.00 12 Plate Offsets (X,Y)-- [5:0-5-8,0-1-12], [10:0-9-12,0-1-12], [12:0-5-0,0-2-12], [13:0-2-8,Edge], [15:0-3-8,0-3-0], [18:0-5-8,0-2-0], [20:0-4-4,0-2-12], [21:0-2-8,0-2-0], [24:Edge ,0-7-13], [24:0-1-12,0-0-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.74 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.88 0.16 (loc) 18-19 18-19 14 l/defl >999 >687 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* 6-19,14-17: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-23,4-23,4-21,5-21,12-16,2-23,13-15: 2x3 SPF No.2 2-24: 2x4 SPF 2100F 1.8E, 13-14: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-1 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-20 WEBS 1 Row at midpt 11-15, 4-21, 7-18, 9-18 2 Rows at 1/3 pts 10-12 REACTIONS. (size)24=0-5-8, 14=0-3-8 Max Horz 24=155(LC 10) Max Grav 24=2276(LC 2), 14=2221(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3769/198, 3-4=-3720/272, 4-5=-3159/271, 5-6=-2822/282, 6-7=-2817/283, 7-9=-2255/239, 9-10=-2257/240, 12-13=-2014/169, 2-24=-2166/193, 13-14=-2172/174 BOT CHORD 23-24=-222/672, 21-23=-171/3099, 20-21=-77/2577, 6-20=-333/98, 16-18=-16/1549, 15-16=-81/1900 WEBS 12-15=-1361/156, 3-23=-304/135, 4-23=-61/378, 4-21=-802/141, 5-21=-6/972, 5-20=-131/667, 18-20=-116/2473, 7-20=-12/508, 7-18=-762/88, 9-18=-471/129, 10-18=-54/1284, 10-16=0/498, 10-12=-2435/171, 12-16=-406/73, 2-23=0/2675, 13-15=-135/2427 NOTES-(10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-11-0 to 2-1-0, Interior(1) 2-1-0 to 12-1-9, Exterior(2R) 12-1-9 to 20-7-7, Interior(1) 20-7-7 to 36-3-9, Exterior(2R) 36-3-9 to 44-9-7, Interior(1) 44-9-7 to 47-1-4, Exterior(2E) 47-1-4 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) The Fabrication Tolerance at joint 2 = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 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. Continued on page 2 ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD AS SHOWN IN NOTES BELOW ACCOUNTS FOR DRIFTING SNOW. October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T13 Truss Type PIGGYBACK BASE Qty 3 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393699 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:37 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-RdMuIooDAq1vTqruorgJlsp8fEEn9R0Zps2UIByOv34 10) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 11) 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.). 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T14 Truss Type COMMON Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393700 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:38 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-vqwHW7prx89m5_Q4MYBYH4LUJeilu6zj2Wo2qdyOv33 Scale = 1:40.3 1 2 3 8 6 475 4x6 4x6 4x6 3x4 3x4 3x8 0-5-80-5-8 3-9-83-4-0 6-9-83-0-0 7-7-00-9-8 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-SH 0.21 0.25 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)7=0-3-8, 5=0-3-8 Max Horz 7=116(LC 7) Max Uplift 7=-6(LC 11), 5=-5(LC 10) Max Grav 7=276(LC 1), 5=308(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 4-5-4, Exterior(2E) 4-5-4 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 6 lb uplift at joint 7 and 5 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. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss T15 Truss Type COMMON Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393701 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:39 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-N0UfjTqTiRIcj7?GwGinqHuZG21?dVVsHAXbM3yOv32 Scale = 1:81.0 1 2 3 4 5 6 7 12 11 10 9 81413 5x8 4x6 3x6 3x4 3x6 2x4 3x8 3x8 2x4 3x4 6x8 6-2-46-2-4 14-0-07-9-12 18-11-84-11-8 6-2-4 6-2-4 9-3-0 3-0-12 12-3-14 3-0-13 18-11-8 6-7-10 19-10-8 0-11-0 2-1-712-10-151-7-014.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [6:Edge,0-1-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.31 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 0.00 (loc) 9-11 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 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* 3-11,3-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 3-11, 3-9, 4-9 REACTIONS. (size)12=0-3-8, 11=0-3-8, 8=0-3-8 Max Horz 12=-264(LC 6) Max Uplift 12=-15(LC 6), 11=-154(LC 10) Max Grav 12=333(LC 18), 11=906(LC 17), 8=616(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/199, 3-4=-522/255, 4-6=-502/24, 6-8=-515/0 BOT CHORD 11-12=-233/292 WEBS 2-11=-416/311, 3-11=-340/8, 3-9=-284/672, 4-9=-413/308 NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-2-3, Exterior(2R) 6-2-3 to 12-3-15, Interior(1) 12-3-15 to 16-10-8, Exterior(2E) 16-10-8 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 15 lb uplift at joint 12 and 154 lb uplift at joint 11. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 2 22 Heritage Spring Mill Job Reference (optional) I43393702 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:42 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-nbAnMVsM_MgBabkrbOGUSwW_nFx5qiVJz8mFzOyOv3? Scale = 1:98.9 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13252627282930 31 323334 35 36 37 383940 41 42 43 44 4546 47 48 49 50 5x10 MT18HS 3x6 3x4 8x8 12x18 MT18HS 3x4 4x10 8x16 3x4 4x8 5x10 MT18HS 4x6 8x10 3x6 3x6 4x6 3x6 6x6 6x6 5x8 3x6 5x10 MT18HS0-1-02-3-8 2-3-8 8-5-12 6-2-4 15-4-0 6-10-4 19-6-14 4-2-14 31-3-0 11-8-2 42-2-0 10-11-0 53-11-8 11-9-8 -0-11-0 0-11-0 2-3-8 2-3-8 8-5-12 6-2-4 15-4-0 6-10-4 19-6-14 4-2-14 27-7-12 8-0-14 36-8-10 9-0-14 45-9-6 9-0-12 53-11-8 8-2-2 1-1-06-7-136-8-136-7-130-8-08.00 12 Plate Offsets (X,Y)-- [4:0-3-12,0-2-8], [22:0-2-0,Edge], [24:Edge,0-10-2], [24:0-1-12,0-0-0] 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-SH 0.94 0.73 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.57 -0.77 0.18 (loc) 16-18 16-18 13 l/defl >999 >832 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 580 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 1-4: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E *Except* 23-24,20-22: 2x6 SPF No.2, 3-23,5-19: 2x4 SPF-S Stud WEBS 2x4 SPF-S Stud *Except* 4-20,18-20,9-16,9-14,2-22: 2x4 SPF No.2 8-18,11-13: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (5-1-10 max.): 4-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-13 REACTIONS. (size)13=0-5-8, 24=0-3-8 Max Horz 24=179(LC 5) Max Uplift 13=-1873(LC 5), 24=-1541(LC 5) Max Grav 13=4606(LC 38), 24=4375(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6859/2557, 3-4=-6868/2730, 4-5=-8773/3587, 5-6=-8737/3570, 6-8=-9169/3690, 8-9=-9731/3947, 9-11=-6906/2861, 2-24=-4233/1549 BOT CHORD 23-24=-249/367, 21-22=-2321/5877, 20-21=-2375/5625, 5-20=-360/104, 18-19=-401/1008, 16-18=-3996/9675, 14-16=-3521/8454, 13-14=-2076/4920 WEBS 3-21=-390/219, 4-21=-425/1029, 4-20=-1704/3990, 18-20=-3405/8225, 6-20=-733/278, 6-18=-219/462, 8-18=-695/341, 8-16=-263/283, 9-16=-757/1888, 9-14=-2416/947, 11-14=-1652/3922, 11-13=-6173/2567, 2-22=-2010/5306 NOTES-(13-14) 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1873 lb uplift at joint 13 and 1541 lb uplift at joint 24. Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG02 Truss Type HALF HIP GIRDER Qty 1 Ply 2 22 Heritage Spring Mill Job Reference (optional) I43393702 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:42 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-nbAnMVsM_MgBabkrbOGUSwW_nFx5qiVJz8mFzOyOv3? NOTES-(13-14) 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 54 lb up at 2-1-12, 141 lb down and 41 lb up at 2-10-4, 141 lb down and 57 lb up at 4-10-4, 141 lb down and 106 lb up at 6-10-4, 163 lb down and 153 lb up at 8-10-4, 163 lb down and 153 lb up at 10-10-4, 163 lb down and 153 lb up at 12-10-4, 163 lb down and 153 lb up at 14-10-4, 163 lb down and 153 lb up at 16-10-4, 189 lb down and 129 lb up at 18-10-4, 189 lb down and 129 lb up at 20-10-4, 189 lb down and 129 lb up at 22-10-4, 189 lb down and 129 lb up at 24-10-4, 189 lb down and 129 lb up at 26-10-4, 189 lb down and 129 lb up at 28-10-4, 189 lb down and 129 lb up at 30-10-4, 163 lb down and 153 lb up at 32-10-4, 163 lb down and 153 lb up at 34-10-4, 163 lb down and 153 lb up at 36-10-4, 163 lb down and 153 lb up at 38-10-4, 163 lb down and 153 lb up at 40-10-4, 163 lb down and 153 lb up at 42-10-4, 163 lb down and 153 lb up at 44-10-4, 189 lb down and 129 lb up at 46-10-4, 189 lb down and 129 lb up at 48-10-4, and 189 lb down and 129 lb up at 50-10-4, and 190 lb down and 129 lb up at 52-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 14) 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-12=-60, 23-24=-20, 20-22=-20, 13-19=-20 Concentrated Loads (lb) Vert: 23=-138 21=-141 25=-141 26=-141 27=-141 28=-141 29=-141 30=-141 31=-141 32=-145 33=-145 34=-145 35=-145 36=-145 37=-145 38=-145 39=-141 40=-141 41=-141 42=-141 43=-141 44=-141 46=-141 47=-145 48=-145 49=-145 50=-145 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 2 22 Heritage Spring Mill Job Reference (optional) I43393703 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:45 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-CArw_XuEHH2mR2SQGWpB3Y8VXT0Q14clf6_vZjyOv2y Scale = 1:91.2 12 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12222324252627282930313233343536373839404142434445464748 5x6 3x6 3x4 10x10 12x18 MT18HS 4x6 3x6 5x8 4x6 6x8 2x4 3x6 8x8 4x6 6x6 5x8 3x6 5x10 MT18HS 5x10 MT18HS0-1-05-4-5 5-4-5 11-11-12 6-7-7 19-7-13 7-8-1 31-1-14 11-6-1 42-7-15 11-6-1 50-6-8 7-10-9 -0-11-0 0-11-0 5-4-5 5-4-5 11-11-12 6-7-7 19-7-13 7-8-1 27-3-14 7-8-1 34-11-14 7-8-1 42-7-15 7-8-1 50-6-8 7-10-9 1-1-08-11-139-0-138-11-138.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-3], [10:0-3-8,0-2-8], [20:0-3-8,0-2-8], [21:0-1-12,0-0-0], [21:Edge,0-10-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.57 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.53 0.09 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 612 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* 9-11: 2x4 SPF No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 3-20,3-19,2-21: 2x4 SPF-S Stud, 10-12: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-10-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 8-13, 10-12 REACTIONS. (size)12=Mechanical, 21=0-3-8 Max Horz 21=242(LC 7) Max Uplift 12=-2006(LC 5), 21=-1425(LC 5) Max Grav 12=5711(LC 38), 21=5136(LC 38) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7125/2097, 3-4=-7044/2256, 4-5=-7830/2637, 5-7=-7829/2636, 7-8=-7935/2678, 8-10=-4510/1553, 2-21=-4865/1395 BOT CHORD 20-21=-404/770, 19-20=-1922/5906, 17-19=-1990/5737, 15-17=-2799/7946, 13-15=-2416/6840, 12-13=-1590/4465 WEBS 3-19=-290/267, 4-19=-402/1311, 4-17=-1204/3118, 5-17=-515/143, 7-17=-267/171, 7-15=-348/203, 8-15=-887/2571, 8-13=-3579/1241, 10-13=-1565/4575, 10-12=-6641/2293, 2-20=-1535/5271 NOTES-(14-15) 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 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2006 lb uplift at joint 12 and 1425 lb uplift at joint 21. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG03 Truss Type HALF HIP GIRDER Qty 1 Ply 2 22 Heritage Spring Mill Job Reference (optional) I43393703 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:45 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-CArw_XuEHH2mR2SQGWpB3Y8VXT0Q14clf6_vZjyOv2y NOTES-(14-15) 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) 219 lb down and 68 lb up at 2-3-12, 219 lb down and 57 lb up at 4-3-12, 219 lb down and 76 lb up at 6-3-12, 237 lb down and 100 lb up at 8-3-12, 279 lb down and 130 lb up at 10-3-12, 273 lb down and 158 lb up at 12-3-12, 273 lb down and 158 lb up at 14-3-12, 273 lb down and 158 lb up at 16-3-12, 273 lb down and 158 lb up at 18-3-12, 273 lb down and 158 lb up at 20-3-12, 273 lb down and 158 lb up at 22-3-12, 273 lb down and 158 lb up at 24-3-12, 273 lb down and 158 lb up at 26-3-12, 273 lb down and 158 lb up at 28-3-12, 273 lb down and 158 lb up at 30-3-12, 273 lb down and 158 lb up at 32-3-12, 276 lb down and 156 lb up at 34-3-12, 276 lb down and 156 lb up at 36-3-12, 276 lb down and 156 lb up at 38-3-12, 276 lb down and 156 lb up at 40-3-12, 276 lb down and 156 lb up at 42-3-12, 276 lb down and 156 lb up at 44-3-12, 273 lb down and 158 lb up at 46-3-12, and 273 lb down and 158 lb up at 48-3-12, and 282 lb down and 149 lb up at 50-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 15) 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 12=-229 14=-225 16=-219 22=-219 23=-219 24=-219 25=-219 26=-219 27=-219 28=-219 29=-219 30=-219 31=-219 33=-219 34=-219 35=-219 37=-219 38=-219 40=-225 41=-225 43=-225 44=-225 45=-225 46=-219 48=-219 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG04 Truss Type COMMON Qty 1 Ply 2 22 Heritage Spring Mill Job Reference (optional) I43393704 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:46 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-gMPIBtvs2bAd3C1cqEKQcmgkfsMPmX3uumkT59yOv2x Scale = 1:81.9 1 2 3 4 5 6 7 12 11 10 9 8131415 4x6 5x12 3x6 3x6 6x8 2x4 4x8 12x12 2x4 3x6 6x8 6-2-46-2-4 14-0-07-9-12 18-11-84-11-8 6-2-4 6-2-4 9-3-0 3-0-12 12-3-14 3-0-13 18-11-8 6-7-10 19-10-8 0-11-0 2-1-712-10-151-7-014.00 12 Plate Offsets (X,Y)-- [3:Edge,0-2-8], [6:Edge,0-1-5], [9:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.52 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.18 0.00 (loc) 9-11 9-11 8 l/defl >999 >859 n/a L/d 240 180 n/a PLATES MT20 Weight: 296 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x3 SPF No.2 *Except* 3-11,3-9: 2x4 SPF No.2, 1-12,6-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS. (size)12=0-3-8, 11=0-3-8 (req. 0-3-11), 8=0-3-8 Max Horz 12=-260(LC 6) Max Uplift 12=-160(LC 4), 8=-711(LC 9) Max Grav 12=423(LC 36), 11=8932(LC 2), 8=4180(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-764/229, 2-3=-694/276, 3-4=-4538/973, 4-6=-4583/758, 1-12=-759/131, 6-8=-4088/618 BOT CHORD 11-12=-272/277, 9-11=-280/1274, 8-9=-198/337 WEBS 2-11=-400/311, 3-11=-3339/543, 3-9=-1445/7198, 4-9=-395/358, 1-11=-212/531, 6-9=-527/2763 NOTES-(11-12) 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: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x3 - 1 row at 0-9-0 oc, Except member 4-9 2x3 - 1 row at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 160 lb uplift at joint 12 and 711 lb uplift at joint 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2262 lb down at 6-4-4, 2305 lb down at 8-4-4, and 2239 lb down at 10-4-4, and 5368 lb down and 2026 lb up at 12-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG04 Truss Type COMMON Qty 1 Ply 2 22 Heritage Spring Mill Job Reference (optional) I43393704 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:46 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-gMPIBtvs2bAd3C1cqEKQcmgkfsMPmX3uumkT59yOv2x 11) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 12) 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.). 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: 11=-1989(B) 9=-4884(B) 13=-1986(B) 14=-1986(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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393705 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:48 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-clX3cYx7aCQLIWB?yfNuhBm5Zg4nEYBBL4DaA2yOv2v Scale = 1:24.5 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 10x16 MT18HS 4x8 4x8 10x16 MT18HS 4x6 4x6 0-1-04-10-14 4-10-14 7-9-2 2-10-4 12-8-0 4-10-14 4-10-14 4-10-14 7-9-2 2-10-4 12-8-0 4-10-14 1-1-04-3-44-4-41-1-04-3-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-4-0,0-1-9], [3:0-4-0,0-1-9], [4:Edge,0-8-2], [5:0-1-12,0-0-0], [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-SH 0.61 0.40 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.06 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 57 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 Structural wood sheathing directly applied or 4-5-12 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=77(LC 7) Max Uplift 8=-276(LC 8), 5=-262(LC 9) Max Grav 8=1541(LC 35), 5=1420(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1552/336, 2-3=-1242/300, 3-4=-1552/336, 1-8=-1087/242, 4-5=-1088/242 BOT CHORD 7-8=-138/401, 6-7=-280/1265, 5-6=-92/340 WEBS 2-7=-103/627, 3-6=-103/628, 1-7=-238/936, 4-6=-241/942 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 8 and 262 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) 52 lb down and 53 lb up at 2-4-0, 63 lb down and 81 lb up at 4-4-0, and 63 lb down and 81 lb up at 8-4-0, and 52 lb down and 53 lb up at 10-4-0 on top chord , and 278 lb down and 41 lb up at 0-10-4, 31 lb down and 20 lb up at 2-4-0, 275 lb down and 44 lb up at 2-10-4, 29 lb down and 28 lb up at 4-4-0, 275 lb down and 44 lb up at 4-10-4, 92 lb down and 122 lb up at 6-4-0, 275 lb down and 44 lb up at 6-10-4, 29 lb down and 28 lb up at 8-4-0, 275 lb down and 44 lb up at 8-10-4, and 31 lb down and 20 lb up at 10-4-0, and 275 lb down and 44 lb up at 10-10-4 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). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.). LOAD CASE(S) StandardContinued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG05 Truss Type HIP GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393705 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:48 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-clX3cYx7aCQLIWB?yfNuhBm5Zg4nEYBBL4DaA2yOv2v 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=-225 13=-228 14=-4(F) 15=-225 16=-5(F) 17=-56(F) 18=-225 19=-5(F) 20=-225 21=-4(F) 22=-225 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393706 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:49 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-4x5RquxlLWYCwgmBVMu7EOIKq4TQz2sKaky7iUyOv2u Scale = 1:26.6 1 2 3 6 5 4 7 8 9 10 11 12 13 14 3x6 4x6 3x6 3x4 3x4 4x8 4-5-44-5-4 8-10-84-5-4 4-5-4 4-5-4 8-10-8 4-5-4 1-1-04-0-81-1-08.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.18 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 -0.00 (loc) 4-5 4-5 4 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 2x6 SPF No.2 WEBS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=0-5-8 Max Horz 6=-72(LC 4) Max Uplift 6=-156(LC 8), 4=-168(LC 9) Max Grav 6=718(LC 35), 4=778(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-714/188, 2-3=-714/188, 1-6=-575/147, 3-4=-575/147 WEBS 2-5=-86/465, 1-5=-139/569, 3-5=-139/569 NOTES-(9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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 6 and 168 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 55 lb up at 2-5-4, and 58 lb down and 59 lb up at 4-5-4, and 54 lb down and 55 lb up at 6-5-4 on top chord, and 192 lb down and 49 lb up at 1-9-4, 32 lb down and 21 lb up at 2-5-4, 192 lb down and 49 lb up at 3-9-4, 40 lb down and 57 lb up at 4-5-4, 192 lb down and 49 lb up at 5-9-4, and 32 lb down and 21 lb up at 6-5-4, and 192 lb down and 48 lb up at 7-9-4 on bottom 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). 9) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 10) 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.). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-6=-20 Continued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG06 Truss Type COMMON GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393706 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:49 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-4x5RquxlLWYCwgmBVMu7EOIKq4TQz2sKaky7iUyOv2u LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-1(F) 9=-145 10=-5(F) 11=-145 12=-145 13=-5(F) 14=-145 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393707 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:50 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Y8fp1EyN6qg3XqLO34PMmbrTXUmTiS7UpOigExyOv2t Scale = 1:26.3 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 10x16 MT18HS 4x8 4x8 10x16 MT18HS 8x8 8x8 0-1-04-10-14 4-10-14 9-3-2 4-4-4 14-2-0 4-10-14 4-10-14 4-10-14 9-3-2 4-4-4 14-2-0 4-10-14 1-1-04-3-44-4-41-1-04-3-48.00 12 Plate Offsets (X,Y)-- [1:Edge,0-8-2], [2:0-4-0,0-1-9], [3:0-4-0,0-1-9], [4:Edge,0-8-2], [5:0-1-12,0-0-0], [6:0-3-8,0-4-0], [7:0-3-8,0-4-0], [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-SH 0.51 0.38 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.01 (loc) 7 7-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 61 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 Structural wood sheathing directly applied or 4-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-11 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=0-3-8 Max Horz 8=-77(LC 4) Max Uplift 8=-357(LC 8), 5=-372(LC 9) Max Grav 8=1415(LC 35), 5=1505(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1610/469, 2-3=-1294/410, 3-4=-1610/469, 1-8=-1134/332, 4-5=-1134/332 BOT CHORD 7-8=-149/364, 6-7=-396/1317, 5-6=-105/310 WEBS 2-7=-209/650, 3-6=-209/650, 1-7=-351/1039, 4-6=-354/1038 NOTES-(12-13) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 8 and 372 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) 75 lb down and 80 lb up at 3-1-0, and 75 lb down and 80 lb up at 11-1-0 on top chord, and 192 lb down and 49 lb up at 1-6-4, 41 lb down and 29 lb up at 3-1-0, 192 lb down and 49 lb up at 3-6-4, 92 lb down and 122 lb up at 5-1-0, 192 lb down and 49 lb up at 5-6-4, 92 lb down and 122 lb up at 7-1-0, 192 lb down and 49 lb up at 7-6-4, 92 lb down and 122 lb up at 9-1-0, 192 lb down and 49 lb up at 9-6-4, 41 lb down and 29 lb up at 11-1-0, and 192 lb down and 49 lb up at 11-6-4, and 197 lb down and 44 lb up at 13-6-4 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). 12) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 13) 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.). LOAD CASE(S) StandardContinued on page 2 October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss TG07 Truss Type HIP GIRDER Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393707 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:50 2020 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Y8fp1EyN6qg3XqLO34PMmbrTXUmTiS7UpOigExyOv2t 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=-56(F) 6=-56(F) 9=-5(F) 10=-5(F) 11=-145 12=-11(F) 13=-145 14=-145 15=-56(F) 16=-145 17=-145 18=-11(F) 19=-145 20=-150 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V01 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393708 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:51 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-0KCBEaz?t7ov9zwadnwbJpOcpt_ZR?9d12REnNyOv2s Scale = 1:43.2 1 2 3 4 3x4 3x4 3x4 6-0-8 6-0-8 7-0-20-0-414.00 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-P 0.60 0.84 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 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 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=5-11-14, 2=5-11-14 Max Horz 3=-178(LC 6) Max Uplift 3=-81(LC 6) Max Grav 3=341(LC 18), 2=309(LC 17) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V02 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393709 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-UWmZSw_deRwmn7VmBURqr0wpYHPEASPnGhBnJpyOv2r Scale = 1:39.2 1 2 3 3x4 3x4 3x4 5-5-10 5-5-10 6-4-20-0-414.00 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-P 0.48 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 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 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=5-5-1, 2=5-5-1 Max Horz 3=-160(LC 6) Max Uplift 3=-72(LC 6) Max Grav 3=243(LC 18), 2=232(LC 17) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 72 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V02A Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393710 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:52 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-UWmZSw_deRwmn7VmBURqr0wmKHRDASPnGhBnJpyOv2r Scale = 1:31.41 2 3 3x4 3x4 3x4 4-10-13 4-10-13 5-8-20-0-414.00 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-P 0.68 0.43 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=4-10-3, 2=4-10-3 Max Horz 3=-142(LC 6) Max Uplift 3=-64(LC 6) Max Grav 3=215(LC 18), 2=206(LC 17) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 64 lb uplift at joint 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V03 Truss Type VALLEY Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393711 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:53 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-ziKxfG_FPl2dOH3zkCy3OET0ghrnvtqwVLwLrFyOv2q Scale = 1:58.3 1 2 3 4 5 10 9 8 7 6 3x4 3x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 11-8-811-8-8 6-9-8 6-9-8 11-8-8 4-11-0 1-1-59-0-73-3-914.00 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 0.33 0.15 0.18 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 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.All bearings 11-8-8. (lb) - Max Horz 10=188(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8 except 10=-170(LC 6), 6=-151(LC 18), 9=-222(LC 10), 7=-195(LC 11) Max Grav All reactions 250 lb or less at joint(s) 10, 6 except 8=475(LC 17), 9=489(LC 17), 7=497(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-268/104, 2-9=-306/239, 4-7=-307/239 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-3 to 3-1-3, Interior(1) 3-1-3 to 3-9-8, Exterior(2R) 3-9-8 to 8-7-4, Exterior(2E) 8-7-4 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 100 lb uplift at joint(s) 8 except (jt=lb) 10=170, 6=151, 9=222, 7=195. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V04 Truss Type VALLEY Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393712 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:54 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-RvuKtc?u92AU0Re9IvTIxR0BM5B1eHy4j?guNiyOv2p Scale = 1:49.8 1 2 3 4 5 9 8 7 610113x4 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 11-8-811-8-8 6-9-8 6-9-8 11-8-8 4-11-0 0-1-58-0-72-3-914.00 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-SH 0.33 0.15 0.38 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-8-8. (lb) - Max Horz 1=162(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-115(LC 6), 6=-141(LC 18), 9=-175(LC 10), 7=-207(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=480(LC 17), 9=430(LC 17), 7=475(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-270/79, 2-9=-294/214, 4-7=-323/242 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-10 to 3-2-10, Interior(1) 3-2-10 to 3-9-8, Exterior(2R) 3-9-8 to 8-7-4, Exterior(2E) 8-7-4 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 100 lb uplift at joint(s) 8 except (jt=lb) 1=115, 6=141, 9=175, 7=207. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V05 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393713 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-v5Si4y0WwMJLebDLsd?XTfYJ2UTONkzDyfPRw8yOv2o Scale = 1:45.4 1 2 3 5 4673x6 4x8 3x4 3x4 2x4 10-11-610-11-6 6-0-6 6-0-6 10-11-6 4-11-0 0-0-47-0-71-3-914.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-0], [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-SH 0.52 0.33 0.27 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: 36 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-3: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-11-2, 4=10-11-2, 5=10-11-2 Max Horz 1=134(LC 7) Max Uplift 1=-115(LC 11), 4=-122(LC 11), 5=-62(LC 7) Max Grav 1=362(LC 18), 4=320(LC 18), 5=577(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/217, 3-4=-256/150 WEBS 2-5=-253/137 NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 3-3-13, Exterior(2R) 3-3-13 to 7-10-3, Exterior(2E) 7-10-3 to 10-10-3 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 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) 5 except (jt=lb) 1=115, 4=122. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V06 Truss Type VALLEY Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393714 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:55 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-v5Si4y0WwMJLebDLsd?XTfYKYUU3Nm5DyfPRw8yOv2o Scale = 1:39.5 1 2 3 43x6 5x6 3x6 2x4 0-0-30-0-3 10-4-310-4-0 5-2-1 5-2-1 10-4-3 5-2-2 0-0-46-0-70-0-414.00 12 Plate Offsets (X,Y)-- [2:0-2-2,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.29 0.13 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: 28 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-3-12, 3=10-3-12, 4=10-3-12 Max Horz 1=107(LC 9) Max Uplift 1=-5(LC 11) Max Grav 1=213(LC 1), 3=213(LC 1), 4=358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 7-0-14, Exterior(2E) 7-0-14 to 10-0-14 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 6) Non Standard bearing condition. Review required. 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V07 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393715 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:56 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-NH04IH18hgRCFloXQKWm0s5TluqU6E6MBJ9?SayOv2n Scale = 1:34.1 1 2 3 43x4 3x4 3x4 2x4 8-7-68-7-6 8-7-90-0-3 4-3-13 4-3-13 8-7-9 4-3-13 0-0-45-0-70-0-414.00 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 0.59 0.28 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: 21 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-7-3, 3=8-7-3, 4=8-7-3 Max Horz 1=-89(LC 6) Max Uplift 1=-27(LC 11), 3=-18(LC 10) Max Grav 1=203(LC 1), 3=203(LC 1), 4=253(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-2-11 to 3-2-11, Exterior(2R) 3-2-11 to 5-4-14, Exterior(2E) 5-4-14 to 8-4-14 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 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V08 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393716 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:57 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-rUaSVd2mSzZ3tuNkz21?Y4ehDICKrizWQzuY_1yOv2m Scale = 1:27.9 1 2 3 43x4 3x4 3x4 2x4 0-0-30-0-3 6-11-06-10-13 3-5-8 3-5-8 6-11-0 3-5-8 0-0-44-0-70-0-414.00 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 0.35 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-10-9, 3=6-10-9, 4=6-10-9 Max Horz 1=-71(LC 6) Max Uplift 1=-21(LC 11), 3=-14(LC 10) Max Grav 1=161(LC 1), 3=161(LC 1), 4=200(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V09 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393717 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:58 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-Jg8qiz2ODHhwV2ywXlYE5HAvfiZpa9afede5WTyOv2l Scale = 1:21.7 1 2 3 43x4 3x4 3x4 2x4 0-0-30-0-3 5-2-75-2-4 2-7-4 2-7-4 5-2-7 2-7-4 0-0-43-0-70-0-414.00 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 0.18 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 Structural wood sheathing directly applied or 5-2-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-2-0, 3=5-2-0, 4=5-2-0 Max Horz 1=52(LC 9) Max Uplift 1=-16(LC 11), 3=-11(LC 10) Max Grav 1=118(LC 1), 3=118(LC 1), 4=147(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V10 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393718 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-nshDwJ30_apn6CX65T3TeVj5A6ubJc8ptHNf3vyOv2k Scale = 1:13.0 1 2 3 3x4 3x4 3x4 0-0-30-0-3 3-5-143-5-11 1-8-15 1-8-15 3-5-14 1-8-15 0-0-42-0-70-0-414.00 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 0.07 0.19 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-7, 3=3-5-7 Max Horz 1=-33(LC 6) Max Grav 1=121(LC 1), 3=121(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V11 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393719 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:11:59 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-nshDwJ30_apn6CX65T3TeVj636w1Jc8ptHNf3vyOv2k Scale: 1.5"=1' 1 2 3 3x4 3x4 3x4 0-0-30-0-3 1-9-51-9-1 0-10-10 0-10-10 1-9-5 0-10-10 0-0-41-0-70-0-414.00 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 0.01 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 Structural wood sheathing directly applied or 1-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-8-14, 3=1-8-14 Max Horz 1=-14(LC 6) Max Grav 1=53(LC 1), 3=53(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V12 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393720 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:00 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-F3Fb7f4eluxekM6JfAaiAiGEeVDU22ey6x7CbLyOv2j Scale = 1:39.2 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 6-0-06-0-0 2-11-8 2-11-8 6-0-0 3-0-8 2-3-45-8-112-2-114.00 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 0.21 0.21 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: 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 6=-118(LC 6) Max Uplift 6=-59(LC 11), 4=-56(LC 10) Max Grav 6=141(LC 18), 4=149(LC 17), 5=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 6, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). THIS COMPONENT IS TO BE USED INCONJUNCTION WITH A RIGID DIAPHRAGM.THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V13 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393721 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-kFpzL?5HWC3VMWhVCt5xjwoPfvb1mWj5Kbsm7oyOv2i Scale = 1:32.3 1 2 3 6 5 4 3x4 3x4 3x4 3x4 3x4 2x4 6-0-06-0-0 2-11-8 2-11-8 6-0-0 3-0-8 1-3-44-8-111-2-114.00 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 0.20 0.13 0.06 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 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 6=-92(LC 6) Max Uplift 6=-60(LC 11), 4=-60(LC 10) Max Grav 6=141(LC 18), 4=150(LC 17), 5=182(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 6, 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) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND WITH NEGLIGIBLE LATERAL DEFLECTIONS. October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V14 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393722 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:01 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-kFpzL?5HWC3VMWhVCt5xjwoONvasmW85Kbsm7oyOv2i Scale = 1:26.0 1 2 3 43x4 3x4 3x4 2x4 6-0-06-0-0 2-11-8 2-11-8 6-0-0 3-0-8 0-3-43-8-110-2-114.00 12 Plate Offsets (X,Y)-- [1:0-3-9,0-0-6], [3:0-1-3,0-2-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.28 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 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 3=6-0-0, 4=6-0-0 Max Horz 1=-65(LC 8) Max Uplift 1=-20(LC 11), 3=-13(LC 10) Max Grav 1=142(LC 1), 3=144(LC 1), 4=176(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V15 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393723 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:02 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-CRNLYL5vHVBMzgFhmbdAF7LbIJw3VzeFZFcJfEyOv2h Scale = 1:16.4 1 2 3 4 3x4 3x4 3x4 2x4 0-0-30-0-3 4-8-04-7-13 2-4-0 2-4-0 4-8-0 2-4-0 0-0-42-8-110-0-414.00 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 0.14 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 Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-9, 3=4-7-9, 4=4-7-9 Max Horz 1=-46(LC 6) Max Uplift 1=-14(LC 11), 3=-9(LC 10) Max Grav 1=105(LC 1), 3=105(LC 1), 4=130(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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. 8) Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI-B1 9) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V16 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393724 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:03 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-gexjmh6X2pJDbpquKI8PoLuoWjGXEQ7OovLsCgyOv2g Scale = 1:11.5 1 2 3 3x4 3x4 3x4 0-0-30-0-3 2-11-72-11-4 1-5-12 1-5-12 2-11-7 1-5-12 0-0-41-8-110-0-414.00 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 0.05 0.12 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-0, 3=2-11-0 Max Horz 1=-27(LC 6) Max Grav 1=100(LC 1), 3=100(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V18 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393725 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-8qV6z079p7R3DzP4u0feLYQsL7VrztNY1Z5Qk7yOv2f Scale = 1:37.8 1 2 33x4 3x4 3x4 5-5-14 5-5-14 0-0-46-4-1414.00 12 Plate Offsets (X,Y)-- [3: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 0.49 0.57 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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, 3=5-5-11 Max Horz 1=162(LC 7) Max Uplift 3=-73(LC 7) Max Grav 1=235(LC 18), 3=245(LC 17) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V19 Truss Type Valley Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393726 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:04 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-8qV6z079p7R3DzP4u0feLYQp07XsztNY1Z5Qk7yOv2f Scale: 3/8"=1' 1 2 33x4 3x4 3x4 4-11-1 4-11-1 0-0-45-8-1414.00 12 Plate Offsets (X,Y)-- [3: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 0.70 0.44 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: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x3 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied 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, 3=4-10-13 Max Horz 1=144(LC 7) Max Uplift 3=-65(LC 7) Max Grav 1=208(LC 18), 3=218(LC 17) 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=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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 100 lb uplift at joint(s) 3. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V20 Truss Type VALLEY Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393727 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:05 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-c03UBM8naQZwq7_GRjAttmz7UWwNiKdhFDqzGZyOv2e Scale = 1:9.4 1 2 3 3x4 3x4 3x4 0-0-60-0-6 4-0-03-11-10 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-4-00-0-48.00 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 0.08 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-4, 3=3-11-4 Max Horz 1=-20(LC 8) Max Grav 1=132(LC 1), 3=132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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) Non Standard bearing condition. Review required. 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.). October 28,2020 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 Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Job 22_HERITAGE_SPRINGMI~L Truss V21 Truss Type VALLEY Qty 1 Ply 1 22 Heritage Spring Mill Job Reference (optional) I43393728 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Oct 28 11:12:06 2020 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:xNsiYdkh8UCwpB1pti3Q6eywBQL-4DcsOi9PLkhnSHZS?Rh6QzWHhwCGRntrUtaXp?yOv2d Scale = 1:13.8 1 2 3 3x4 3x4 3x4 0-0-60-0-6 5-6-05-5-10 2-9-0 2-9-0 5-6-0 2-9-0 0-0-41-10-00-0-48.00 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 0.18 0.51 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x3 SPF No.2 BOT CHORD 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-5-4, 3=5-5-4 Max Horz 1=-29(LC 8) Max Grav 1=192(LC 1), 3=192(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.97; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone 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) 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) Non Standard bearing condition. Review required. 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.). October 28,2020 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.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge 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