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Home My WebLink About42230017 - GR2 71 - Truss Details01/24/2022 Warning !—Verify design parameters and read notes before use. National Design Standard for Metal Plate Connected Wood Truss Construction Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. 14.4212 =3x4 =3x4 =4x4 =3x4 1 11 21 2019 18 17 16 15 14 13 12 102 93 84 2726 75 6 T1 T1 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 0-2-13 18-10-3 9-2-4 18-7-6 9-5-2 9-5-2 18-10-311-4-30-0-411-0-8Scale = 1:52.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horiz(TL)0.01 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight: 110 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* ST5,ST4:2x4 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 6-16, 5-17, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide. REACTIONS All bearings 18-10-3. (lb) -Max Horiz 1=-318 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 12, 16, 21 except 1=-175 (LC 14), 13=-185 (LC 17), 14=-168 (LC 17), 15=-165 (LC 17), 17=-167 (LC 16), 18=-168 (LC 16), 19=-182 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 14, 15, 17, 18, 19, 21 except 1=289 (LC 16), 16=283 (LC 17) 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-448/288, 2-3=-344/244, 9-10=-303/198, 10-11=-402/284 BOT CHORD 1-21=-205/300, 20-21=-205/300, 19-20=-205/300, 18-19=-205/300, 17-18=-205/300, 16-17=-205/300, 15-16=-205/300, 14-15=-205/300, 13-14=-205/300, 12-13=-205/300, 11-12=-205/300 WEBS 6-16=-262/200 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=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-0-3 to 3-0-3, Interior (1) 3-0-3 to 9-5-5, Exterior(2R) 9-5-5 to 12-5-5, Interior (1) 12-5-5 to 18-10-7 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 16, 21, 12 except (jt=lb) 1=174, 17=167, 18=167, 19=182, 15=164, 14=167, 13=184. 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 DWH - Gramercy-2 Lot 71 LAY01 1 12207573-12T Lay-In Gable Job Reference (optional) Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Mon Jan 24 15:05:04 Page: 1 ID:e4?St7oYQCJeNTkokM2AHfzs7gO-sCvr0Ai4WrkVuueWsHU0EskqzGVJ6B1awKrXeTzs7AD DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation. DE Job #W ansco ngineering, LLC Date:/2 2 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracingrequirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be theresponsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor.Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected WoodTruss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additionalinformation.