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Home My WebLink AboutMADISON C TRUSS ENGINEERING 1600297Re: IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(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. Any project specific information included is for MiTek’s customer’s file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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 the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. Liu, Xuegang MADISON C Pages or sheets covered by this seal: I26730700 thru I26730702 My license renewal date for the state of Indiana is July 31, 2018. 1600297 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 12,2016 Job 1600297 Truss A Truss Type COMMON Qty 6 Ply 1 MADISON C Job Reference (optional) I26730700 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed May 11 11:12:37 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:lfTbm290xCmyNtvuoIIQ14y9QNr-sCH8UGfNK14572nlm3v4GixN5fyWi1Fgv58IqDzHbA8 Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 3x6 5x6 3x6 5x6 3x6 3x6 4x9 3x8 3x4 3x4 2x4 3x4 3x4 2x4 5x6 3x6 3x6 4x9 9-7-12 9-7-12 19-0-0 9-4-4 28-4-4 9-4-4 38-0-0 9-7-12 -1-11-4 1-11-4 6-6-5 6-6-5 12-9-3 6-2-13 19-0-0 6-2-13 25-2-13 6-2-13 31-5-11 6-2-13 38-0-0 6-6-5 39-11-4 1-11-4 0-8-07-0-00-8-04.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-3-5], [12:0-0-5,0-3-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.78 0.90 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.74 0.21 (loc) 16-18 16-18 12 l/defl >999 >615 n/a L/d 240 180 n/a PLATES MT20 Weight: 147 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5,9-13: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 15-17: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 3-4-7, Right 2x4 SPF Stud/No.3 3-4-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS.(lb/size)2=1636/0-3-8, 12=1636/0-3-8 Max Uplift 2=-258(LC 6), 12=-258(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3449/432, 4-6=-3210/378, 6-7=-2359/345, 7-8=-2359/345, 8-10=-3210/378, 10-12=-3448/432 BOT CHORD 2-18=-326/3157, 16-18=-243/2819, 14-16=-243/2819, 12-14=-326/3157 WEBS 7-16=-93/1125, 8-16=-947/167, 8-14=0/465, 6-16=-947/167, 6-18=0/465 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=258, 12=258. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 12,2016 Job 1600297 Truss B Truss Type COMMON Qty 5 Ply 1 MADISON C Job Reference (optional) I26730701 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed May 11 11:12:37 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:lfTbm290xCmyNtvuoIIQ14y9QNr-sCH8UGfNK14572nlm3v4GixOAf_9iwugv58IqDzHbA8 Scale = 1:67.1 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 3x6 5x6 3x8 3x6 3x8 3x6 2x4 3x6 3x4 3x4 2x4 2x8 3x8 4x9 3x6 3x6 4x6 11-1-3 11-1-3 19-0-0 7-10-13 28-4-4 9-4-4 38-0-0 9-7-12 -1-11-4 1-11-4 5-8-5 5-8-5 11-1-3 5-4-13 16-6-0 5-4-13 23-6-13 7-0-13 30-7-11 7-0-13 38-0-0 7-4-5 39-11-4 1-11-4 2-4-07-10-00-8-04.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-2-5] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.79 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.80 0.14 (loc) 17-18 17-18 11 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 Weight: 169 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-12: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SP 2400F 2.0E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-17: 2x4 SPF No.2 SLIDER Right 2x4 SPF Stud/No.3 3-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18 REACTIONS.(lb/size)18=1640/0-3-8, 11=1630/0-3-8 Max Horz 18=-17(LC 7) Max Uplift 18=-263(LC 6), 11=-258(LC 6) Max Grav 18=1641(LC 9), 11=1630(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2259/313, 4-6=-2298/379, 6-7=-2303/358, 7-9=-3210/394, 9-11=-3443/425, 2-18=-321/166 BOT CHORD 17-18=-158/1764, 15-17=-77/1863, 13-15=-226/2646, 11-13=-316/3156 WEBS 3-17=0/451, 4-17=-527/144, 6-17=-60/614, 6-15=-61/869, 7-15=-888/196, 7-13=0/577, 9-13=-258/154, 3-18=-2085/269 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=263, 11=258. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 12,2016 Job 1600297 Truss BG Truss Type GABLE Qty 1 Ply 1 MADISON C Job Reference (optional) I26730702 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed May 11 11:12:38 2016 Page 1 Timberland Lumber Company, Indianapolis, IN 46222 ID:lfTbm290xCmyNtvuoIIQ14y9QNr-KOrWicg?4KCylCLyJmRJpwTZw3KORN8p7ltsNfzHbA7 Scale = 1:67.1 Sheet Front Left Option -2-0-0 1 Ply 1/2 x 4 x 8 Duramate 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 35 36 3x6 5x6 3x8 3x6 3x8 3x6 3x6 3x4 3x4 2x8 3x8 4x9 3x6 3x6 4x6 2x8 -2-0-0 2-0-0 11-1-3 11-1-3 19-0-0 7-10-13 28-4-4 9-4-4 38-0-0 9-7-12 -1-11-4 1-11-4 5-8-5 5-8-5 11-1-3 5-4-13 16-6-0 5-4-13 19-0-0 2-6-0 30-7-11 11-7-11 38-0-0 7-4-5 39-11-4 1-11-4 2-4-07-10-00-8-04.00 12 Plate Offsets (X,Y)-- [11:0-0-0,0-2-5], [19:0-1-11,0-1-0], [34:0-1-8,0-1-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.79 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.80 0.14 (loc) 17-18 17-18 11 l/defl >999 >566 n/a L/d 240 180 n/a PLATES MT20 Weight: 197 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-12: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SP 2400F 2.0E *Except* 14-16: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-17: 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 SLIDER Right 2x4 SPF Stud/No.3 3-9-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18 REACTIONS.(lb/size)18=1640/0-3-8, 11=1630/0-3-8 Max Horz 18=-17(LC 7) Max Uplift 18=-263(LC 6), 11=-258(LC 6) Max Grav 18=1641(LC 9), 11=1630(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2259/313, 4-6=-2298/379, 6-7=-2303/358, 7-9=-3210/394, 9-11=-3443/425, 2-18=-321/166 BOT CHORD 17-18=-158/1764, 15-17=-77/1863, 13-15=-226/2646, 11-13=-316/3156 WEBS 3-17=0/451, 4-17=-527/144, 6-17=-60/614, 6-15=-61/869, 7-15=-888/196, 7-13=0/577, 9-13=-258/154, 3-18=-2085/269 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=263, 11=258. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTekﬁ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 12,2016 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes*Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)' 2012 MiTekﬁ All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering 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.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.