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HomeMy WebLinkAboutLA187901 - 17430 Ely Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400  952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION Secure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/02/2021dmathews UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.555555 -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).5555 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. 313350-A My license renewal date for the state of Minnesota is June 30, 2022. Pages or sheets covered by this seal: I42640178 thru I42640203 Garcia, Juan August 31,2020 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Villaume Industries. Re: Roof 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. 812 =3x6 =2x3 =3x6 =3x4 =3x8 MTH18 =3x6 =4x8 =4x4 MTHNH18 =2x4 =5x8 =5x10 MTH18 =3x4 =3x8 1 16 27 15 14 13 25 26 28 2 3 11 12 4 10 1718 9586 7 0-8-2 15-4-14 0-8-2 30-3-9 1-2-8 37-2-8 1-2-8 -1-2-8 1-5-15 8-10-15 5-9-13 14-8-12 5-8-7 36-0-0 7-1-4 22-6-2 7-1-4 29-7-7 7-5-0 7-5-0 0-3-8 27-9-4 8-2-12 36-0-0 0-1-12 27-5-12 10-0-0 10-0-0 10-1-4 20-1-4 7-2-12 27-4-016-1-150-4-70-6-145-9-129-11-139-11-135-4-1215-4-9Scale = 1:91.6 Plate Offsets (X, Y): [2:0-6-0,0-0-10], [6:0-0-11,0-1-2], [6:0-0-11,0-1-2], [7:0-1-3,0-1-12], [7:0-1-3,0-1-12], [8:18-8-3,25-1-0], [8:18-8-3,25-1-0], [9:0-0-12,0-1-8], [10:0-3-8,Edge], [12:0-4-4,0-3-0], [16:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.35 14-16 >947 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.92 Vert(CT)-0.50 14-16 >652 180 BCLL 0.0*Rep Stress Incr YES WB 0.95 Horz(CT)0.02 12 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 171 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7,8-7:2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* 2-15:2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 5-9:2x4 SPF No.2, 16-3,12-9:2x3 SPF Stud WEDGE Right: 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-14, 12-18 JOINTS 1 Brace at Jt(s): 17,18 REACTIONS (size)2=0-5-8, 10=0-5-8, 12=0-5-8 Max Horiz 2=294 (LC 8) Max Uplift 2=-71 (LC 8), 10=-57 (LC 9), 12=-90 (LC 8) Max Grav 2=1648 (LC 15), 10=755 (LC 1), 12=1754 (LC 15) FORCES (lb) - Maximum Compression/MaximumTension TOP CHORD 1-2=0/56, 2-3=-2211/89, 3-4=-2030/112, 4-5=-1887/142, 5-6=-772/95, 6-7=-543/121, 7-8=-543/121, 8-9=-774/95, 9-10=-721/91, 10-11=0/56 BOT CHORD 2-25=-264/1939, 25-26=-264/1939, 16-26=-264/1939, 16-27=-139/1253, 15-27=-139/1253, 14-15=-139/1253, 14-28=-2/0, 13-28=-2/0, 12-13=0/140, 12-17=-7/19, 10-12=0/549 WEBS 5-18=-512/56, 17-18=-60/401, 9-17=-82/389, 3-16=-559/204, 5-16=-68/1038, 5-14=-823/222, 12-14=-36/1097, 12-18=-837/121, 9-12=-758/189, 14-18=-56/389 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)Attach MiTek MTHNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre- punched holes provided. All nail holes must be filled (6 Nails per side 12 nails total). 5)See HINGE PLATE DETAILS for plate placement. 6)Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 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 3-06-00 tall by 2-00-00 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 2, 90 lb uplift at joint 12 and 57 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640178A1Roof Special 2 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:14:57 Page: 1 ID:qDgHhEBlZUhOM_nkeXnHvTykMhX-Mock Me August 31,2020 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. 812 =3x6 =3x6 =3x4 =3x8 =3x4 =2x4 MTH18 =2x4 =3x6 =2x4 =2x4 =4x8 =3x6 =4x4 =2x4 =3x6 MTHNH18 =2x4 =3x6 =4x4 =3x6 =2x4 =3x6 =3x6 =2x4 =3x6 =2x4 =5x5 =5x8 =6x8 =2x4 =3x6 MTH18 =3x4 =3x6 1 24 65 23 66 22 21 63 64 2 30 52 4829444941 5338 3 14 28 2019 18 17 16 1536 4 13 513147 55 12 33 45 11 4227 56 10 39 25353432372640434650 54 9586 7 0-8-2 15-4-14 0-8-2 30-3-9 1-2-8 37-2-8 1-2-8 -1-2-8 1-5-15 8-10-15 5-9-13 14-8-12 5-8-7 36-0-0 7-1-4 22-6-2 7-1-4 29-7-7 7-5-0 7-5-0 0-4-4 27-10-0 8-2-0 36-0-0 0-1-12 27-5-12 10-0-0 10-0-0 10-1-4 20-1-4 7-2-12 27-4-016-1-150-4-70-6-145-9-129-11-139-11-135-4-1215-4-9Scale = 1:92.9 Plate Offsets (X, Y): [2:0-6-0,0-0-10], [6:0-0-11,0-1-2], [6:0-0-11,0-1-2], [7:0-1-3,0-1-12], [7:0-1-3,0-1-12], [8:18-8-3,25-1-0], [8:18-8-3,25-1-0], [9:0-0-12,0-1-8], [13:0-3-0,0-0-4], [20:0-2-12,Edge], [21:Edge,0-3-8], [24:0-1-12,0-1-8], [26:0-2-0,0-1-12], [27:0-2-7,0-0-4], [30:0-1-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL)-0.35 22-24 >925 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.99 Vert(CT)-0.51 24-62 >638 180 BCLL 0.0*Rep Stress Incr NO WB 0.66 Horz(CT)0.02 13 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 234 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 *Except* 6-7,8-7:2x4 DF 2400F 2.0E BOT CHORD 2x4 SPF 1650F 1.5E *Except* 21-25,20-13:2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 5-9,27-28,28-29,29-30:2x4 SPF No.2, 20-9,24-3:2x3 SPF Stud OTHERS 2x3 SPF Stud WEDGE Right: 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-22 JOINTS 1 Brace at Jt(s): 25, 26, 28, 29, 31, 32, 42, 43, 47, 55 REACTIONS (size)2=0-5-8, 13=8-5-8, 15=8-5-8, 16=8-5-8, 17=8-5-8, 18=8-5-8, 19=8-5-8, 20=8-5-8, 57=8-5-8 Max Horiz 2=294 (LC 8) Max Uplift 2=-82 (LC 8), 13=-95 (LC 9), 15=-34 (LC 9), 16=-23 (LC 9), 17=-41 (LC 22), 18=-32 (LC 9), 20=-162 (LC 8), 57=-95 (LC 9) Max Grav 2=1689 (LC 15), 13=580 (LC 22), 15=269 (LC 16), 16=173 (LC 22), 17=146 (LC 21), 18=280 (LC 1), 19=179 (LC 22), 20=2149 (LC 15), 57=580 (LC 22) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-2278/108, 3-4=-2098/131, 4-5=-1955/161, 5-6=-772/95, 6-7=-543/121, 7-8=-543/121, 8-9=-774/95, 9-10=-285/100, 10-11=-432/154, 11-12=-470/131, 12-13=-475/98, 13-14=0/56 BOT CHORD 2-63=-280/1996, 63-64=-280/1996, 24-64=-280/1996, 24-65=-156/1317, 23-65=-156/1317, 23-66=-156/1317, 22-66=-156/1317, 21-22=-47/416,21-30=0/320, 20-30=-22/596, 20-25=-15/41,19-20=-34/359, 18-19=-34/359,17-18=-34/359, 16-17=-34/359,15-16=-34/359, 13-15=-34/359 Job Truss Truss Type Qty Ply Roof I42640179A2Roof Special Structural Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:00 Page: 1 ID:PvWad0MXGnRO28sQTU1ZTQykMhJ-Mock Me Continued on page 2 August 31,2020 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. WEBS 5-35=-421/68, 34-35=-425/68,32-34=-425/68, 32-37=-425/68, 26-37=-425/68, 26-40=-16/613, 40-43=-16/613, 43-46=-16/613, 46-50=-16/613, 25-50=-15/609, 25-54=-16/612, 9-54=-17/612, 5-27=-928/218, 22-27=-395/162, 5-24=-66/1018, 22-28=-30/425, 26-28=-29/423, 26-39=-1053/78, 39-42=-1024/76, 42-45=-1005/74, 45-47=-1010/75, 47-51=-1008/75, 20-51=-1034/76, 20-55=-777/198, 55-56=-761/195, 9-56=-889/226, 3-24=-560/204, 22-29=-40/934, 29-49=-37/958, 49-53=-37/959, 20-53=-35/914, 27-33=-473/70, 31-33=-481/66, 31-36=-485/67, 28-36=-446/63, 28-38=-448/64, 38-41=-480/66, 41-44=-462/66, 29-44=-477/64, 29-48=-497/62, 48-52=-504/63, 30-52=-500/62, 31-32=-8/1, 33-34=-24/0, 27-35=0/127, 36-37=-6/71, 38-39=-58/4, 40-42=-4/74, 41-42=0/32, 43-45=-36/0, 44-45=-27/0, 46-47=-12/0, 47-49=-15/0, 48-49=-14/2, 50-51=-2/30, 51-53=-5/83, 52-53=-3/10, 54-55=-44/7, 19-55=-23/6, 18-56=-163/40, 10-17=-104/162, 11-16=-50/28, 12-15=-126/50 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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)All plates are MT20 plates unless otherwise indicated. 5)All plates are 2x3 MT20 unless otherwise indicated. 6)Attach MiTek MTHNH18 (Half and Half Plate) on each face of truss with USP NA11 nails (0.131" x 1.5") in pre- punched holes provided. All nail holes must be filled (6 Nails per side 12 nails total). 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s) during transportation. 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 20, 95 lb uplift at joint 13, 82 lb uplift at joint 2, 32 lb uplift at joint 18, 41 lb uplift at joint 17, 23 lb uplift at joint 16, 34 lb uplift at joint 15 and 95 lb uplift at joint 13. 13)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. 14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-6=-87, 6-7=-84, 60-66=-20, 21-66=-90 (F=-70), 20-57=-90 (F=-70), 7-8=-84, 8-9=-87, 9-14=-84 Horz: 5-6=5, 6-7=-1, 7-8=1, 8-9=-5 Job Truss Truss Type Qty Ply Roof I42640179A2Roof Special Structural Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:00 Page: 2 ID:PvWad0MXGnRO28sQTU1ZTQykMhJ-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 812 =4x4 =2x3 =3x4 =4x6 =3x6 =3x4 =2x3 =4x4 1 7 17 18 10 19 920 8 21 22 2 6 3 5 4 1-2-8 29-2-8 1-2-8 -1-2-8 6-9-9 14-0-0 6-9-9 20-9-9 7-2-7 7-2-7 7-2-7 28-0-0 8-3-3 18-1-9 9-10-7 9-10-7 9-10-7 28-0-010-5-140-4-79-8-7Scale = 1:64.2 Plate Offsets (X, Y):[2:0-2-7,0-2-1], [6:0-2-7,0-2-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.30 8-16 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.54 8-16 >619 180 BCLL 0.0*Rep Stress Incr YES WB 0.52 Horz(CT)0.06 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 99 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 8-5,10-3:2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=-186 (LC 6) Max Uplift 2=-73 (LC 8), 6=-73 (LC 9) Max Grav 2=1613 (LC 15), 6=1613 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-2147/101, 3-4=-1961/147, 4-5=-1961/147, 5-6=-2147/101, 6-7=0/56 BOT CHORD 2-17=-108/1852, 17-18=-108/1852, 10-18=-108/1852, 10-19=0/1209, 9-19=0/1209, 9-20=0/1209, 8-20=0/1209, 8-21=0/1729, 21-22=0/1729, 6-22=0/1729 WEBS 4-8=-84/943, 5-8=-568/206, 4-10=-84/942, 3-10=-568/206 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 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 73 lb uplift at joint 2 and 73 lb uplift at joint 6. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640180C1Common61313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:01 Page: 1 ID:7r7MjRTpvsi_FgdL2aDwtXykMh9-Mock Me August 31,2020 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. 812 =4x4 =2x3 =3x4 =4x6 =3x6 =3x4 =2x3 =4x4 1 16 17 9 18 819 7 20 21 62 53 4 1-2-8 -1-2-8 6-9-9 14-0-0 6-9-9 20-9-9 7-2-7 28-0-0 7-2-7 7-2-7 8-3-3 18-1-9 9-10-7 28-0-0 9-10-7 9-10-710-5-140-4-79-8-7Scale = 1:64.2 Plate Offsets (X, Y):[2:0-2-7,0-2-1], [6:0-2-7,0-2-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.32 7-12 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.56 7-12 >596 180 BCLL 0.0*Rep Stress Incr YES WB 0.53 Horz(CT)0.06 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF Stud *Except* 9-4,7-4:2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-5-8, 6=0-5-8 Max Horiz 2=181 (LC 7) Max Uplift 2=-74 (LC 8), 6=-53 (LC 9) Max Grav 2=1614 (LC 15), 6=1525 (LC 16) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-2150/101, 3-4=-1964/147, 4-5=-1970/150, 5-6=-2156/104 BOT CHORD 2-16=-118/1846, 16-17=-118/1846, 9-17=-118/1846, 9-18=0/1203, 8-18=0/1203, 8-19=0/1203, 7-19=0/1203, 7-20=-8/1728, 20-21=-8/1728, 6-21=-8/1728 WEBS 5-7=-574/207, 4-9=-83/942, 3-9=-568/206, 4-7=-87/952 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 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 53 lb uplift at joint 6 and 74 lb uplift at joint 2. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640181C2Common21313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:01 Page: 1 ID:qmj8qsb4YwzZRCOGegOGHeykMh?-Mock Me August 31,2020 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. 812 =3x4 =4x4 =3x6 =3x4 1 23 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2 22 3 21 4 20 5 19 6 18 177 168 159 1410 1311 12 1-2-8 29-2-8 1-2-8 -1-2-8 14-0-0 14-0-0 14-0-0 28-0-0 28-0-010-5-140-4-79-8-7Scale = 1:61.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.17 Horz(CT)0.01 44 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud *Except* 34-12,35-11,36-10,33-13,31-14:2x3 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. WEBS 1 Row at midpt 12-34, 11-35, 13-33 REACTIONS (size)2=28-0-0, 22=28-0-0, 24=28-0-0, 25=28-0-0, 26=28-0-0, 27=28-0-0, 28=28-0-0, 29=28-0-0, 30=28-0-0, 31=28-0-0, 33=28-0-0, 34=28-0-0, 35=28-0-0, 36=28-0-0, 37=28-0-0, 38=28-0-0, 39=28-0-0, 40=28-0-0, 41=28-0-0, 42=28-0-0, 43=28-0-0, 44=28-0-0, 47=28-0-0 Max Horiz 2=186 (LC 7), 47=186 (LC 7) Max Uplift 2=-39 (LC 4), 22=-3 (LC 5), 24=-31 (LC 9), 25=-28 (LC 9), 26=-28 (LC 9), 27=-28 (LC 9), 28=-28 (LC 9), 29=-28 (LC 9), 30=-28 (LC 9), 31=-37 (LC 9), 33=-4 (LC 9), 35=-11 (LC 8), 36=-35 (LC 8), 37=-28 (LC 8), 38=-28 (LC 8), 39=-28 (LC 8), 40=-28 (LC 8), 41=-28 (LC 8), 42=-27 (LC 8), 43=-33 (LC 8), 44=-3 (LC 5), 47=-39 (LC 4) Max Grav 2=240 (LC 1), 22=240 (LC 1), 24=156 (LC 22), 25=134 (LC 1), 26=140 (LC 22), 27=139 (LC 1), 28=139 (LC 22), 29=139 (LC 1), 30=137 (LC 1), 31=143 (LC 22), 33=139 (LC 22), 34=154 (LC 18), 35=139 (LC 21), 36=143 (LC 21), 37=137 (LC 1), 38=139 (LC 1), 39=139 (LC 21), 40=139 (LC 1), 41=140 (LC 21), 42=134 (LC 1), 43=156 (LC 21), 44=240 (LC 1), 47=240 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-171/136, 3-4=-137/119, 4-5=-121/110, 5-6=-115/99, 6-7=-108/92, 7-8=-102/95, 8-9=-96/113, 9-10=-88/130, 10-11=-84/151, 11-12=-75/155, 12-13=-68/149, 13-14=-62/132, 14-15=-54/97, 15-16=-55/69, 16-17=-55/51,17-18=-59/34, 18-19=-66/33, 19-20=-76/45,20-21=-94/54, 21-22=-127/71, 22-23=0/56 BOT CHORD 2-43=-65/146, 42-43=-65/146, 41-42=-65/146, 40-41=-65/146, 39-40=-65/146, 38-39=-65/146, 37-38=-65/146, 36-37=-65/146, 35-36=-65/146, 34-35=-65/146, 33-34=-65/146, 32-33=-65/146, 31-32=-65/146, 30-31=-65/146, 29-30=-65/146, 28-29=-65/146, 27-28=-65/146, 26-27=-65/146, 25-26=-65/146, 24-25=-65/146, 22-24=-65/146 WEBS 12-34=-127/20, 11-35=-113/27, 10-36=-116/51, 9-37=-110/44, 8-38=-113/44, 7-39=-112/44, 6-40=-112/44, 5-41=-112/44, 4-42=-109/43, 3-43=-124/49, 13-33=-113/20, 14-31=-116/53, 15-30=-110/44, 16-29=-113/44, 17-28=-112/44, 18-27=-112/44, 19-26=-112/44, 20-25=-109/43, 21-24=-124/48 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. Job Truss Truss Type Qty Ply Roof I42640182C3Common Supported Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:02 Page: 1 ID:xG?2YIlEUwbjVCtmvv7JJOykMgo-Mock Me Continued on page 2 August 31,2020 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. 7)This truss has been designed for a 10.0 psf bottomchord 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 3-06-00 tall by 2-00-00 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 3 lb uplift at joint 22, 39 lb uplift at joint 2, 11 lb uplift at joint 35, 35 lb uplift at joint 36, 28 lb uplift at joint 37, 28 lb uplift at joint 38, 28 lb uplift at joint 39, 28 lb uplift at joint 40, 28 lb uplift at joint 41, 27 lb uplift at joint 42, 33 lb uplift at joint 43, 4 lb uplift at joint 33, 37 lb uplift at joint 31, 28 lb uplift at joint 30, 28 lb uplift at joint 29, 28 lb uplift at joint 28, 28 lb uplift at joint 27, 28 lb uplift at joint 26, 28 lb uplift at joint 25, 31 lb uplift at joint 24, 3 lb uplift at joint 22 and39 lb uplift at joint 2. 10)This truss is designed in accordance with the 2018International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640182C3Common Supported Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:02 Page: 2 ID:xG?2YIlEUwbjVCtmvv7JJOykMgo-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 812 =3x4 =2x3 =2x3 =2x4 =2x4 1 6 5 2 3 4 1-2-8 -1-2-8 3-11-8 3-11-8 3-11-83-9-90-4-73-0-2Scale = 1:29 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF Stud OTHERS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=3-11-8, 5=3-11-8, 6=3-11-8, 7=3-11-8 Max Horiz 2=94 (LC 8), 7=94 (LC 8) Max Uplift 6=-32 (LC 8) Max Grav 2=250 (LC 1), 5=82 (LC 3), 6=238 (LC 1), 7=250 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-57/63, 3-4=-45/7, 4-5=-23/14 BOT CHORD 2-6=-42/8, 5-6=0/0 WEBS 3-6=-186/59 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 1-4-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 32 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640183D1Monopitch Supported Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:02 Page: 1 ID:fBcqfjtW8?sIilehU?JfjVykMge-Mock Me August 31,2020 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. 412 4 12 =3x4 =2x3 =2x4 1 4 2 3 0-1-4 2-10-0 0-1-8 2-11-8 2-5-0 -2-5-0 2-8-12 2-8-12 0-3-8 0-3-8 2-6-8 2-10-02-1-30-3-151-3-41-3-12Scale = 1:30.1 Plate Offsets (X, Y):[2:0-0-2,Edge], [3:0-2-15,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)0.01 4-9 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT)0.01 4-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.02 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-0, 3=0-1-8 Max Horiz 2=57 (LC 4) Max Uplift 2=-129 (LC 4) Max Grav 2=487 (LC 1), 3=44 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/64, 2-3=-223/599 BOT CHORD 2-4=-729/311 WEBS 3-4=-25/32 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 129 lb uplift at joint 2. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640184E1Monopitch Supported Gable 4 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:02 Page: 1 ID:31pOrZ62Q8NS5pAXfCgLXiykMgK-Mock Me August 31,2020 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. 412 =3x4 =2x3 =2x4 1 4 2 3 0-1-4 2-10-0 0-1-8 2-11-8 2-5-0 -2-5-0 2-8-12 2-8-12 0-3-8 0-3-8 2-6-8 2-10-02-1-30-3-151-3-41-3-12Scale = 1:28.1 Plate Offsets (X, Y):[2:0-0-2,Edge], [3:0-2-15,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)0.01 4-9 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT)0.01 4-9 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.02 Horz(CT)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 10 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-3-0, 3=0-1-8 Max Horiz 2=57 (LC 4) Max Uplift 2=-129 (LC 4) Max Grav 2=487 (LC 1), 3=44 (LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/64, 2-3=-223/599 BOT CHORD 2-4=-729/311 WEBS 3-4=-25/32 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection (by others) of truss tobearing plate at joint(s) 3. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 2. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640185E2Monopitch Supported Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:02 Page: 1 ID:0hTaq3Lzy_nmtk7BGiWoojykMg1-Mock Me August 31,2020 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. 612 =5x8 =4x4 =2x3 =3x4 =4x8 =3x6 =3x4 =2x3 =4x4 =5x8 1 9 12 11 102122 2 873 64 5 1-10-8 -1-10-8 1-10-8 31-10-8 7-4-12 15-0-0 7-4-12 22-4-12 7-7-4 30-0-0 7-7-4 7-7-4 9-10-5 19-11-3 10-0-13 30-0-0 10-0-13 10-0-138-9-30-8-38-2-3Scale = 1:59.4 Plate Offsets (X, Y):[2:0-4-5,Edge], [8:0-4-5,Edge], [10:0-1-12,0-1-8], [12:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.46 10-12 >785 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(CT)-0.65 10-12 >556 180 BCLL 0.0*Rep Stress Incr YES WB 0.42 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 10-6,12-4:2x3 SPF Stud SLIDER Left 2x4 SPF No.2 -- 1-6-0, Right 2x4 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=105 (LC 8) Max Uplift 2=-96 (LC 8), 8=-96 (LC 9) Max Grav 2=1718 (LC 1), 8=1718 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-1048/0, 3-4=-2542/125, 4-5=-2302/136, 5-6=-2302/136, 6-7=-2542/125, 7-8=-838/0, 8-9=0/70 BOT CHORD 2-12=-179/2178, 12-21=0/1493, 21-22=0/1493, 11-22=0/1493, 10-11=0/1493, 8-10=-21/2177 WEBS 5-10=-56/908, 6-10=-579/193, 5-12=-55/908, 4-12=-579/193 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 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 96 lb uplift at joint 2 and 96 lb uplift at joint 8. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640186G1Common11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:03 Page: 1 ID:sdDp2UI1UyW89En4Zxu0hAykMcD-Mock Me August 31,2020 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. 612 =5x8 =3x4 =2x3 =3x4 =4x4 =3x6 =3x4 =6x12 =4x4 =2x4 81 12 11 10 9 17 18 2 3 7 64 5 1-10-8 -1-10-8 3-10-8 31-10-8 5-7-4 28-0-0 7-4-12 15-0-0 7-4-12 22-4-12 7-7-4 7-7-4 8-0-13 28-0-0 9-10-5 19-11-3 10-0-13 10-0-138-11-60-8-31-8-38-2-3Scale = 1:61.5 Plate Offsets (X, Y):[2:0-4-5,Edge], [5:0-2-0,0-1-12], [6:0-5-12,Edge], [9:0-1-12,0-2-8], [12:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL)-0.37 10-12 >906 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.53 10-12 >626 180 BCLL 0.0*Rep Stress Incr NO WB 0.86 Horz(CT)0.07 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 113 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-6:2x4 SPF 1650F 1.5E, 6-8:2x6 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 10-6,12-4,9-7:2x3SPF Stud SLIDER Left 2x4 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. WEBS 1 Row at midpt 6-9 REACTIONS (size)2=0-5-8, 9=0-5-8 Max Horiz 2=99 (LC 7) Max Uplift 2=-96 (LC 8), 9=-121 (LC 9) Max Grav 2=1590 (LC 1), 9=1803 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-1014/0, 3-4=-2292/126, 4-5=-2053/133, 5-6=-1812/103, 6-7=-121/130, 7-8=0/149, 7-9=-598/164 BOT CHORD 2-12=-164/1989, 12-17=0/1256, 17-18=0/1256, 11-18=0/1256, 10-11=0/1256, 9-10=0/1523 WEBS 5-10=-39/569, 6-10=-241/178, 5-12=-64/934, 4-12=-609/203, 6-9=-1916/0 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 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 96 lb uplift at joint 2 and 121 lb uplift at joint 9. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640187G2Common41313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:03 Page: 1 ID:2lNzMFRwuKvazw7CilabeUykMc2-Mock Me August 31,2020 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. 612 =3x6 =3x4 =5x5 =3x6 =3x4 =3x6 1 27 49 48 47 46 45 44 43 42 41 40 39 38 3736 35 34 33 32 31 30 29 28 2 26 253424 235 6 22 217 208 199 1810 1711 1612 1513 14 1-10-8 -1-10-8 1-10-8 31-10-8 15-0-0 15-0-0 15-0-0 30-0-0 30-0-08-9-30-8-38-2-3Scale = 1:59.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horz(CT)0.01 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud *Except* 39-14:2x3 SPF No.2 SLIDER Left 2x3 SPF Stud -- 1-6-0, Right 2x3 SPFStud -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)2=30-0-0, 26=30-0-0, 28=30-0-0, 29=30-0-0, 30=30-0-0, 31=30-0-0, 32=30-0-0, 33=30-0-0, 34=30-0-0, 35=30-0-0, 37=30-0-0, 38=30-0-0, 39=30-0-0, 40=30-0-0, 41=30-0-0, 42=30-0-0, 43=30-0-0, 44=30-0-0, 45=30-0-0, 46=30-0-0, 47=30-0-0, 48=30-0-0, 49=30-0-0, 50=30-0-0, 54=30-0-0 Max Horiz 2=105 (LC 8), 54=105 (LC 8) Max Uplift 2=-37 (LC 4), 26=-19 (LC 5), 28=-25 (LC 9), 29=-20 (LC 9), 30=-21 (LC 9), 31=-21 (LC 9), 32=-21 (LC 9), 33=-21 (LC 9), 34=-20 (LC 9), 35=-21 (LC 9), 37=-26 (LC 9), 38=-5 (LC 9), 40=-9 (LC 8), 41=-25 (LC 8), 42=-21 (LC 8), 43=-20 (LC 8), 44=-21 (LC 8), 45=-21 (LC 8), 46=-21 (LC 8), 47=-21 (LC 8), 48=-17 (LC 8), 49=-38 (LC 8), 50=-19 (LC 5), 54=-37 (LC 4) Max Grav 2=337 (LC 21), 26=337 (LC 22), 28=70 (LC 3), 29=163 (LC 22), 30=134 (LC 1), 31=140 (LC 22), 32=138 (LC 22), 33=139 (LC 22), 34=139 (LC 1), 35=139 (LC 1), 37=141 (LC 22), 38=141 (LC 1), 39=152 (LC 18), 40=141 (LC 1), 41=141 (LC 21), 42=139 (LC 1), 43=139 (LC 1), 44=139 (LC 21), 45=138 (LC 21), 46=140 (LC 21), 47=134 (LC 1), 48=163 (LC 21), 49=70 (LC 3), 50=337 (LC 22), 54=337 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-79/133, 3-4=-120/49, 4-5=-96/58, 5-6=-75/59, 6-7=-59/64, 7-8=-47/74, 8-9=-39/87, 9-10=-34/99, 10-11=-28/111, 11-12=-25/123, 12-13=-26/137, 13-14=-27/142, 14-15=-27/138, 15-16=-26/123, 16-17=-25/100, 17-18=-25/78, 18-19=-25/57, 19-20=-25/45, 20-21=-25/37, 21-22=-27/33, 22-23=-39/28, 23-24=-55/32, 24-25=-75/15, 25-26=-59/127, 26-27=0/70 BOT CHORD 2-49=-13/103, 48-49=-13/103, 47-48=-13/103, 46-47=-13/103, 45-46=-13/103, 44-45=-13/103, 43-44=-13/103, 42-43=-13/103, 41-42=-13/103, 40-41=-13/103, 39-40=-13/103, 38-39=-13/103, 37-38=-13/103, 36-37=-13/103, 35-36=-13/103, 34-35=-13/103, 33-34=-13/103, 32-33=-13/103, 31-32=-13/103, 30-31=-13/103, 29-30=-13/103, 28-29=-13/103, 26-28=-13/103 WEBS 14-39=-125/0, 13-40=-114/25, 12-41=-114/41, 11-42=-112/37, 10-43=-112/36, 9-44=-112/37, 8-45=-112/37, 7-46=-112/37, 6-47=-110/37, 5-48=-125/34, 4-49=-52/49, 15-38=-114/21, 16-37=-114/42, 17-35=-112/37, 18-34=-112/36, 19-33=-112/37, 20-32=-112/37, 21-31=-112/37, 22-30=-110/37, 23-29=-125/36, 24-28=-52/41 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. Job Truss Truss Type Qty Ply Roof I42640188G3Common Structural Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:04 Page: 1 ID:PFEjYbvOjJp29wbhVRnljjykMbR-Mock Me Continued on page 2 August 31,2020 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. 7)This truss has been designed for a 10.0 psf bottomchord 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 3-06-00 tall by 2-00-00 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 19 lb uplift at joint 26, 37 lb uplift at joint 2, 9 lb uplift at joint 40, 25 lb uplift at joint 41, 21 lb uplift at joint 42, 20 lb uplift at joint 43, 21 lb uplift at joint 44, 21 lb uplift at joint 45, 21 lb uplift at joint 46, 21 lb uplift at joint 47, 17 lb uplift at joint 48, 38 lb uplift at joint 49, 5 lb uplift at joint 38, 26 lb uplift at joint 37, 21 lb uplift at joint 35, 20 lb uplift at joint 34, 21 lb uplift at joint 33, 21 lb uplift at joint 32, 21 lb uplift at joint 31, 21 lb uplift at joint 30, 20 lb uplift at joint 29, 25lb uplift at joint 28, 19 lb uplift at joint 26 and 37 lb upliftat joint 2. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640188G3Common Structural Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:04 Page: 2 ID:PFEjYbvOjJp29wbhVRnljjykMbR-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 612 =5x8 =4x4 =2x3 =3x4 =4x8 =3x6 =3x4 =2x3 =4x4 =5x8 1 11 10 92021 82 73 64 5 1-10-8 -1-10-8 7-4-12 15-0-0 7-4-12 22-4-12 7-7-4 30-0-0 7-7-4 7-7-4 9-10-5 19-11-3 10-0-13 10-0-13 10-0-13 30-0-08-9-30-8-38-2-3Scale = 1:57 Plate Offsets (X, Y):[2:0-4-5,Edge], [8:0-4-5,Edge], [9:0-1-12,0-1-8], [11:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.44 9-11 >810 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.80 Vert(CT)-0.63 9-11 >571 180 BCLL 0.0*Rep Stress Incr YES WB 0.43 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 9-6,11-4:2x3 SPF Stud SLIDER Left 2x4 SPF No.2 -- 1-6-0, Right 2x4 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=116 (LC 12) Max Uplift 2=-97 (LC 8), 8=-65 (LC 9) Max Grav 2=1722 (LC 1), 8=1556 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-1054/0, 3-4=-2551/125, 4-5=-2309/137, 5-6=-2324/142, 6-7=-2571/131, 7-8=-986/0 BOT CHORD 2-11=-189/2184, 11-20=-7/1501, 20-21=-7/1501, 10-21=-7/1501, 9-10=-7/1501, 8-9=-50/2202 WEBS 5-9=-61/929, 6-9=-594/196, 5-11=-55/907, 4-11=-579/193 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 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 65 lb uplift at joint 8 and 97 lb uplift at joint 2. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640189G4Common101313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:04 Page: 1 ID:WlWeG13YfISCDw5BlgWokSykMbE-Mock Me August 31,2020 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. 612 =5x8 =4x4 =2x3 =3x4 =4x8 =3x6 =3x4 =2x3 =4x4 =5x8 1 11 20 2110 9 2 837 4 6 5 1-10-8 -1-10-8 7-4-12 15-0-0 7-4-12 22-4-12 7-4-2 29-8-14 7-7-4 7-7-4 9-9-11 29-8-14 9-10-5 19-11-3 10-0-13 10-0-138-9-30-8-30-9-128-2-3Scale = 1:58.2 Plate Offsets (X, Y):[2:0-4-5,Edge], [8:0-5-14,Edge], [11:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.47 9-11 >766 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.78 Vert(CT)-0.67 9-11 >536 180 BCLL 0.0*Rep Stress Incr YES WB 0.42 Horz(CT)0.10 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 9-6,11-4:2x3 SPF Stud SLIDER Left 2x4 SPF No.2 -- 1-6-0, Right 2x6 SPF 1650F 1.5E -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 8= Mechanical Max Horiz 2=118 (LC 8) Max Uplift 2=-97 (LC 8), 8=-64 (LC 9) Max Grav 2=1709 (LC 1), 8=1544 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-1036/0, 3-4=-2525/125, 4-5=-2283/136, 5-6=-2251/139, 6-7=-2469/127, 7-8=-727/0 BOT CHORD 2-11=-190/2160, 11-20=-9/1475, 20-21=-9/1475, 10-21=-9/1475, 9-10=-9/1475, 8-9=-49/2116 WEBS 5-9=-58/869, 6-9=-555/191, 5-11=-55/912, 4-11=-578/193 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 8 and 97 lb uplift at joint 2. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640190G5Common31313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:04 Page: 1 ID:6RMwCpEKMcDDu39tacm4JPykMb0-Mock Me August 31,2020 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. 612 =5x8 =4x4 =2x3 =3x4 =4x8 =3x6 =3x4 =2x3 =4x4 =5x8 NAILED 1 11 20 2110 9 22 2 837 4 6 5 1-10-8 -1-10-8 7-4-12 15-0-0 7-4-12 22-4-12 7-4-2 29-8-14 7-7-4 7-7-4 9-9-11 29-8-14 9-10-5 19-11-3 10-0-13 10-0-138-9-30-8-30-9-128-2-3Scale = 1:58.2 Plate Offsets (X, Y):[2:0-4-5,Edge], [8:0-5-14,Edge], [11:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL)-0.45 9-11 >797 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT)-0.64 9-11 >556 180 BCLL 0.0*Rep Stress Incr NO WB 0.42 Horz(CT)0.09 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* 5-8:2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 9-6,11-4:2x3 SPFStud SLIDER Left 2x4 SPF No.2 -- 1-6-0, Right 2x6 SPF 1650F 1.5E -- 2-0-0 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 ocbracing. REACTIONS (size)2=0-5-8, 8= Mechanical Max Horiz 2=118 (LC 8) Max Uplift 2=-98 (LC 8), 8=-88 (LC 9) Max Grav 2=1711 (LC 1), 8=1584 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-1041/0, 3-4=-2529/128, 4-5=-2286/139, 5-6=-2262/147, 6-7=-2484/136, 7-8=-838/0 BOT CHORD 2-11=-190/2163, 11-20=-12/1479, 20-21=-12/1479, 10-21=-12/1479, 9-10=-12/1479, 9-22=-58/2127, 8-22=-58/2127 WEBS 5-9=-66/880, 6-9=-562/196, 5-11=-55/909, 4-11=-577/193 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 8 and 98 lb uplift at joint 2. 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)"NAILED" indicates Girder: 3-12d (0.148" x 3.25") toe- nails per NDS guidelines. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-8=-84, 12-16=-20 Concentrated Loads (lb) Vert: 22=-45 (F) Job Truss Truss Type Qty Ply Roof I42640191G6Common Girder 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:05 Page: 1 ID:6juMndR_LqMoRhz84ha3V?ykMal-Mock Me August 31,2020 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. 612 =5x8 =3x4 =2x3 =3x4 =4x4 =3x6 =3x4 =4x4 =4x4 =2x4 1 11 10 9 8 16 17 2 3 7 64 5 1-10-8 -1-10-8 5-7-4 28-0-0 7-4-12 15-0-0 7-4-12 22-4-12 7-7-4 7-7-4 8-0-13 28-0-0 9-10-5 19-11-3 10-0-13 10-0-138-9-30-8-31-8-38-2-3Scale = 1:56.6 Plate Offsets (X, Y):[2:0-4-5,Edge], [5:0-2-0,0-1-12], [6:0-1-8,0-1-8], [11:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.38 9-11 >881 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.55 9-11 >611 180 BCLL 0.0*Rep Stress Incr YES WB 0.92 Horz(CT)0.07 8 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 101 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-7:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 10-2:2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 9-6,11-4,8-7:2x3 SPF Stud SLIDER Left 2x4 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS (size)2=0-5-8, 8=0-5-8 Max Horiz 2=133 (LC 8) Max Uplift 2=-96 (LC 8), 8=-53 (LC 9) Max Grav 2=1613 (LC 1), 8=1452 (LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-1024/0, 3-4=-2341/126, 4-5=-2092/134, 5-6=-1886/118, 6-7=-44/139, 7-8=-143/46 BOT CHORD 2-11=-199/1999, 11-16=-16/1269, 16-17=-16/1269, 10-17=-16/1269, 9-10=-16/1269, 8-9=-56/1625 WEBS 5-9=-51/628, 6-9=-317/190, 5-11=-63/935, 4-11=-609/203, 6-8=-2045/70 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left 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 3-06-00 tall by 2-00-00 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 96 lb uplift at joint 2 and 53 lb uplift at joint 8. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640192G7Common11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:05 Page: 1 ID:qv0ZRsmw_7mzAqXL9sZO5hykMaK-Mock Me August 31,2020 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. 612 =5x8 =3x4 =2x3 =3x4 =4x4 =3x6 =3x4 =4x4 =4x4 =2x4 1 12 11 10 9 17 18 2 837 64 5 1-10-8 -1-10-8 1-10-8 29-10-8 5-7-4 28-0-0 7-4-12 15-0-0 7-4-12 22-4-12 7-7-4 7-7-4 8-0-13 28-0-0 9-10-5 19-11-3 10-0-13 10-0-138-9-30-8-31-8-38-2-3Scale = 1:58.5 Plate Offsets (X, Y):[2:0-4-5,Edge], [5:0-2-0,0-1-12], [6:0-1-8,0-1-8], [9:0-2-0,0-2-4], [12:0-1-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL)-0.38 10-12 >886 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.55 10-12 >614 180 BCLL 0.0*Rep Stress Incr YES WB 0.90 Horz(CT)0.07 9 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 2100F 1.8E *Except* 5-8:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 *Except* 11-2:2x4 SPF 1650F 1.5E WEBS 2x3 SPF No.2 *Except* 10-6,12-4,9-7:2x3 SPF Stud SLIDER Left 2x4 SPF No.2 -- 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-9 REACTIONS (size)2=0-5-8, 9=0-5-8 Max Horiz 2=105 (LC 7) Max Uplift 2=-97 (LC 8), 9=-85 (LC 9) Max Grav 2=1607 (LC 1), 9=1617 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-1022/0, 3-4=-2329/128, 4-5=-2083/135, 5-6=-1862/113, 6-7=-81/125, 7-8=0/74, 7-9=-346/96 BOT CHORD 2-12=-174/2000, 12-17=0/1268, 17-18=0/1268, 11-18=0/1268, 10-11=0/1268, 9-10=-40/1590 WEBS 5-10=-46/606, 6-10=-289/185, 5-12=-63/935, 4-12=-609/203, 6-9=-2001/41 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 3-06-00 tall by 2-00-00 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 97 lb uplift at joint 2 and 85 lb uplift at joint 9. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640193G8Common21313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:06 Page: 1 ID:XqdLYHuCeC0YNNIGkykkVoykMaA-Mock Me August 31,2020 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. 612 =3x6 =3x4 =5x5 =3x6 =3x4 =3x4 =2x4 1 47 46 45 44 43 42 41 40 39 38 37 36 3534 33 32 31 30 29 28 27 26 2 253424235 226 217 208 199 1810 1711 1612 1513 14 1-10-8 -1-10-8 1-10-8 29-10-8 13-0-0 28-0-0 15-0-0 15-0-0 1-0-0 28-0-0 27-0-0 27-0-08-9-30-8-31-8-38-2-3Scale = 1:60 Plate Offsets (X, Y):[24:0-2-0,0-1-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horz(CT)0.00 26 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 146 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF Stud OTHERS 2x3 SPF Stud *Except* 37-14:2x3 SPF No.2 SLIDER Left 2x3 SPF Stud -- 1-6-0 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)2=28-0-0, 26=28-0-0, 27=28-0-0, 28=28-0-0, 29=28-0-0, 30=28-0-0, 31=28-0-0, 32=28-0-0, 33=28-0-0, 35=28-0-0, 36=28-0-0, 37=28-0-0, 38=28-0-0, 39=28-0-0, 40=28-0-0, 41=28-0-0, 42=28-0-0, 43=28-0-0, 44=28-0-0, 45=28-0-0, 46=28-0-0, 47=28-0-0, 48=28-0-0 Max Horiz 2=105 (LC 7), 48=105 (LC 7) Max Uplift 2=-41 (LC 4), 26=-20 (LC 5), 27=-82 (LC 9), 28=-26 (LC 9), 29=-20 (LC 9), 30=-21 (LC 9), 31=-21 (LC 9), 32=-20 (LC 9), 33=-21 (LC 9), 35=-26 (LC 9), 36=-6 (LC 9), 38=-9 (LC 8), 39=-25 (LC 8), 40=-21 (LC 8), 41=-20 (LC 8), 42=-21 (LC 8), 43=-21 (LC 8), 44=-21 (LC 8), 45=-21 (LC 8), 46=-17 (LC 8), 47=-37 (LC 8), 48=-41 (LC 4) Max Grav 2=335 (LC 21), 26=363 (LC 22), 27=37 (LC 7), 28=150 (LC 1), 29=139 (LC 22), 30=138 (LC 22), 31=139 (LC 22), 32=139 (LC 1), 33=139 (LC 1), 35=140 (LC 22), 36=143 (LC 1), 37=154 (LC 18), 38=143 (LC 1), 39=141 (LC 21), 40=139 (LC 1), 41=139 (LC 1), 42=139 (LC 21), 43=138 (LC 1), 44=140 (LC 21), 45=134 (LC 1), 46=163 (LC 21), 47=72 (LC 3), 48=335 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/70, 2-3=-77/140, 3-4=-116/55, 4-5=-93/70, 5-6=-72/67, 6-7=-55/67, 7-8=-47/71, 8-9=-40/76, 9-10=-33/88, 10-11=-26/100, 11-12=-26/112,12-13=-26/126, 13-14=-25/132,14-15=-24/128, 15-16=-22/112,16-17=-19/89, 17-18=-16/72, 18-19=-14/60,19-20=-11/55, 20-21=-13/51, 21-22=-27/46,22-23=-46/48, 23-24=-78/12, 24-25=0/74, 24-26=-360/24 BOT CHORD 2-47=-29/70, 46-47=-29/70, 45-46=-29/70, 44-45=-29/70, 43-44=-29/70, 42-43=-29/70, 41-42=-29/70, 40-41=-29/70, 39-40=-29/70, 38-39=-29/70, 37-38=-29/70, 36-37=-29/70,35-36=-29/70, 34-35=-29/70, 33-34=-29/70,32-33=-29/70, 31-32=-29/70, 30-31=-29/70,29-30=-29/70, 28-29=-29/70, 27-28=-29/70,26-27=-22/14 WEBS 14-37=-127/4, 13-38=-116/25, 12-39=-114/41, 11-40=-112/37, 10-41=-112/36, 9-42=-112/37, 8-43=-112/37, 7-44=-112/37, 6-45=-110/37, 5-46=-124/35, 4-47=-56/49, 15-36=-116/22, 16-35=-114/42, 17-33=-112/37, 18-32=-112/36, 19-31=-112/37, 20-30=-112/37, 21-29=-112/36, 22-28=-123/43, 23-27=-28/84, 24-27=-24/133 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. Job Truss Truss Type Qty Ply Roof I42640194G9Common Supported Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:06 Page: 1 ID:mZglQM_rWz9HylU_mLOrMhykMa1-Mock Me Continued on page 2 August 31,2020 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. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 20 lb uplift at joint 26, 9 lb uplift at joint 38, 25 lb uplift at joint 39, 21 lb uplift at joint 40, 20 lb uplift at joint 41, 21 lb uplift at joint 42, 21 lb uplift at joint 43, 21 lb uplift at joint 44, 21 lb uplift at joint 45, 17 lb uplift at joint 46, 37 lb uplift at joint 47, 6 lb uplift at joint 36, 26 lb uplift at joint 35, 21 lb uplift at joint 33, 20 lb uplift at joint 32, 21 lb uplift at joint 31, 21 lb uplift at joint 30, 20 lb uplift at joint 29, 26 lb uplift at joint 28, 41 lb uplift at joint 2, 82 lb uplift at joint 27 and 41 lb uplift at joint 2. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640194G9Common Supported Gable 1 1313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:06 Page: 2 ID:mZglQM_rWz9HylU_mLOrMhykMa1-Mock Me 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general 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. 812 =4x6 =5x10 =4x6 =4x4 =2x4 HUS26 HUS26 HUS26 HUS26 1 6 11 12 5 10 2 3 4 1-2-8 -1-2-8 4-0-0 4-0-0 4-7-8 8-7-8 4-0-0 4-0-0 4-7-8 8-7-86-10-140-6-146-3-14Scale = 1:45.6 Plate Offsets (X, Y):[3:0-1-12,0-2-0], [5:0-2-0,0-2-4], [6:0-6-4,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)-0.04 5-6 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.05 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.45 Horz(CT)0.01 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 97 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SPF 1950F 1.7E WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 5=0-7-8 Max Horiz 2=182 (LC 8) Max Uplift 2=-143 (LC 8), 5=-270 (LC 8) Max Grav 2=3135 (LC 15), 5=4192 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-3957/136, 3-4=-122/66, 4-5=-156/60 BOT CHORD 2-10=-232/3303, 6-10=-232/3303, 6-11=-232/3303, 11-12=-232/3303, 5-12=-232/3303 WEBS 3-5=-3881/273, 3-6=-137/3858 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 3-6 2x4 - 2 rows staggered at 0-5-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 143 lb uplift at joint 2 and 270 lb uplift at joint 5. 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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 8-0-0 to connect truss(es) to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 5-7=-20 Concentrated Loads (lb) Vert: 6=-1521 (B), 10=-1564 (B), 11=-1521 (B), 12=-1527 (B) Job Truss Truss Type Qty Ply Roof I42640195H1Monopitch Girder 1 2313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:07 Page: 1 ID:nwJtGQ09V4sDepUKFiQnJdykMYi-Mock Me August 31,2020 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. 812 =4x4 =2x4 =2x4 1 4 2 3 1-2-8 -1-2-8 1-11-4 1-11-4 1-11-42-5-60-6-141-10-6Scale = 1:24.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 4-7 >999 240 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 4-7 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF Stud WEDGE Left: 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)2=0-5-8, 4= Mechanical Max Horiz 2=55 (LC 8) Max Uplift 2=-19 (LC 8), 4=-16 (LC 8) Max Grav 2=230 (LC 1), 4=62 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/56, 2-3=-39/72, 3-4=-48/20 BOT CHORD 2-4=-37/5 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust)Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psfon the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 16 lb uplift at joint 4 and 19 lb uplift at joint 2. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640196H2Monopitch11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:07 Page: 1 ID:IZX4WaMDm_cfjmV?jQTfFkykMar-Mock Me August 31,2020 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. 812 =3x4 =2x3 =2x3 =2x3 =2x3 =5x5 =4x4 =2x3 =2x3 =2x3 =2x3 =3x4 1 7 12 11 10 9 8 2 6 3 5 4 0-5-3 23-3-1 11-2-5 22-9-14 11-7-8 11-7-8 23-3-17-9-40-0-47-5-9Scale = 1:52.9 Plate Offsets (X, Y):[10:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.42 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud *Except* 10-4:2x3 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=23-3-1, 7=23-3-1, 8=23-3-1, 9=23-3-1, 10=23-3-1, 11=23-3-1,12=23-3-1 Max Horiz 1=-140 (LC 4) Max Uplift 1=-15 (LC 4), 8=-75 (LC 9), 9=-95 (LC 9), 11=-95 (LC 8), 12=-77 (LC 8) Max Grav 1=166 (LC 16), 7=144 (LC 1), 8=465 (LC 16), 9=496 (LC 16), 10=490 (LC 18), 11=496 (LC 15), 12=468 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-224/166, 2-3=-108/145, 3-4=-98/143,4-5=-98/132, 5-6=-84/107, 6-7=-83/127 BOT CHORD 1-12=-61/192, 11-12=-61/99, 10-11=-61/99, 9-10=-61/99, 8-9=-61/99, 7-8=-61/99 WEBS 4-10=-309/0, 3-11=-368/145, 2-12=-324/116,5-9=-368/145, 6-8=-324/116 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 15 lb uplift at joint 1, 95 lb uplift at joint 11, 77 lb uplift at joint 12, 95 lb uplift at joint 9 and 75 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640197W1Valley11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:07 Page: 1 ID:JGoMBiQskD0X6uVgg7WW8aykMYB-Mock Me August 31,2020 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. 812 =3x4 =4x4 =3x6 =3x4 1 13 12 11 10 9 8 7 2 6 3 5 4 0-5-3 20-3-1 9-8-5 19-9-14 10-1-8 10-1-8 20-3-16-9-40-0-46-5-9Scale = 1:48.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.37 Horiz(TL)0.00 7 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=20-3-1, 7=20-3-1, 8=20-3-1, 9=20-3-1, 11=20-3-1, 12=20-3-1, 13=20-3-1, 18=20-3-1 Max Horiz 1=121 (LC 5) Max Uplift 1=-43 (LC 4), 8=-43 (LC 9), 9=-106 (LC 9), 12=-98 (LC 8), 13=-60 (LC 8) Max Grav 1=95 (LC 16), 8=383 (LC 16), 9=509 (LC 16), 11=509 (LC 18), 12=516 (LC 15), 13=370 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-120/159, 2-3=-126/163, 3-4=-117/165, 4-5=-100/153, 5-6=-80/119, 6-7=-32/91 BOT CHORD 1-13=-30/56, 12-13=-27/34, 11-12=-27/34, 10-11=-27/34, 9-10=-27/34, 8-9=-27/34, 7-8=-27/34 WEBS 4-11=-309/6, 3-12=-376/146, 2-13=-284/109, 5-9=-373/149, 6-8=-293/102 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat.II; Exp B; Enclosed; MWFRS (envelope) exterior zone;cantilever left and right exposed ; end vertical left andright 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)All plates are 2x3 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 43 lb uplift at joint 1, 98 lb uplift at joint 12, 60 lb uplift at joint 13, 106 lb uplift at joint 9 and 43 lb uplift at joint 8. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640198W2Valley11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:08 Page: 1 ID:8Q9dSmVdJ3nhqpyq1OdwOrykMY5-Mock Me August 31,2020 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. 812 =3x4 =2x3 =2x3 =2x3 =4x4 =2x3 =2x3 =3x4 1 5 8 13 7 14 6 2 4 3 0-5-3 17-3-1 8-2-5 16-9-14 8-7-8 8-7-8 17-3-15-9-40-0-45-5-9Scale = 1:42.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.37 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 50 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=17-3-1, 5=17-3-1, 6=17-3-1, 7=17-3-1, 8=17-3-1 Max Horiz 1=103 (LC 5) Max Uplift 1=-2 (LC 9), 6=-105 (LC 9), 8=-107 (LC 8) Max Grav 1=149 (LC 21), 5=149 (LC 22), 6=580 (LC 16), 7=547 (LC 15), 8=582 (LC 15) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-183/270, 2-3=-27/215, 3-4=-27/203, 4-5=-50/241 BOT CHORD 1-8=-135/162, 8-13=-135/79, 7-13=-135/79, 7-14=-135/79, 6-14=-135/79, 5-6=-135/79 WEBS 3-7=-416/6, 2-8=-405/146, 4-6=-405/145 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 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 3-06-00 tall by 2-00-00 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 2 lb uplift at joint 1, 107 lb uplift at joint 8 and 105 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640199W3Valley11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:08 Page: 1 ID:YXvcDPxqbQRRmVHxifncOeykMXW-Mock Me August 31,2020 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. 812 =3x4 =2x3 =2x3 =4x4 =2x3 =2x3 =2x3 =3x4 1 5 8 7 6 2 4 3 0-5-3 14-3-1 6-8-5 13-9-14 7-1-8 7-1-8 14-3-14-9-40-0-44-5-9Scale = 1:38 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 5 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 40 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=14-3-1, 5=14-3-1, 6=14-3-1, 7=14-3-1, 8=14-3-1 Max Horiz 1=-84 (LC 6) Max Uplift 1=-7 (LC 9), 6=-87 (LC 9), 8=-88 (LC 8) Max Grav 1=125 (LC 1), 5=125 (LC 1), 6=443 (LC 22), 7=363 (LC 1), 8=443 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-161/101, 2-3=-120/91, 3-4=-120/79, 4-5=-41/82 BOT CHORD 1-8=-36/135, 7-8=-36/53, 6-7=-36/53, 5-6=-36/53 WEBS 3-7=-288/9, 2-8=-351/128, 4-6=-351/127 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 1, 88 lb uplift at joint 8 and 87 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640200W4Valley11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:08 Page: 1 ID:NhGtUT0bBGBaUQl42wu0dvykMXQ-Mock Me August 31,2020 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. 812 =3x4 =2x3 =2x3 =4x4 =2x3 =2x3 =2x3 =3x4 1 5 8 7 6 2 4 3 0-5-3 11-3-1 5-2-5 10-9-14 5-7-8 5-7-8 11-3-13-9-40-0-43-5-9Scale = 1:36.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 6 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=11-3-1, 5=11-3-1, 6=11-3-1, 7=11-3-1, 8=11-3-1 Max Horiz 1=66 (LC 5) Max Uplift 1=-20 (LC 4), 5=-5 (LC 5), 6=-78 (LC 9), 8=-80 (LC 8) Max Grav 1=56 (LC 16), 5=45 (LC 15), 6=401 (LC 22), 7=300 (LC 1), 8=401 (LC 21) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-73/57, 2-3=-190/65, 3-4=-190/50, 4-5=-56/54 BOT CHORD 1-8=-20/77, 7-8=-12/77, 6-7=-12/77, 5-6=-12/77 WEBS 3-7=-212/16, 2-8=-384/152, 4-6=-384/151 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1, 5 lb uplift at joint 5, 80 lb uplift at joint 8 and 78 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640201W5Valley11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:09 Page: 1 ID:ZpQ1nD8Vbfa0I65CBkbbaEykMXF-Mock Me August 31,2020 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. 812 =3x4 =4x4 =2x3 =3x4 1 3 4 2 0-5-3 8-3-1 3-8-5 7-9-14 4-1-8 4-1-8 8-3-12-9-40-0-42-5-9Scale = 1:28.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horiz(TL)0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MP Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 8-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (size)1=8-3-1, 3=8-3-1, 4=8-3-1 Max Horiz 1=48 (LC 7) Max Uplift 1=-32 (LC 22), 3=-32 (LC 21), 4=-38 (LC 8) Max Grav 1=112 (LC 21), 3=112 (LC 22), 4=737 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-115/316, 2-3=-24/316 BOT CHORD 1-4=-217/91, 3-4=-217/60 WEBS 2-4=-540/60 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 1, 32 lb uplift at joint 3 and 38 lb uplift at joint 4. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640202W6Valley11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:09 Page: 1 ID:Gk1pueGmFjrbVes7nqmx_LykMX5-Mock Me August 31,2020 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. 8 12 =3x4 =3x6 =3x6 =3x4 1 4 32 0-5-3 5-3-1 0-9-6 4-9-14 1-2-9 1-2-9 2-10-0 4-0-8 5-3-10-9-150-0-40-1-110-4-90-8-40-1-110-9-15Scale = 1:22.9 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(TL)n/a -n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horiz(TL)0.01 4 n/a n/a BCDL 10.0 Code IRC2018/TPI2014 Matrix-MR Weight: 11 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, except 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size)1=5-3-1, 4=5-3-1 Max Horiz 1=-11 (LC 6) Max Uplift 1=-4 (LC 5), 4=-4 (LC 4) Max Grav 1=273 (LC 1), 4=273 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-630/31, 2-3=-623/22, 3-4=-630/32 BOT CHORD 1-4=-23/623 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior 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)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 4 lb uplift at joint 1 and 4 lb uplift at joint 4. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Roof I42640203W7Valley11313350-A Job Reference (optional) Villaume Industries, Inc, St. Paul, MN - 55121,Run: 8.42 S Aug 24 2020 Print: 8.420 S Aug 24 2020 MiTek Industries, Inc. Mon Aug 31 13:15:09 Page: 1 ID:PydtIaZiqwDDigJZT5TT6dykMon-Mock Me August 31,2020 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 02/03/21XKP