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HomeMy WebLinkAbout42200038 - JGC 170 - Truss DetailsDE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) listed below have been prepared by Stark Truss, Inc. under my direct supervision based on the parameters provided by the truss designers. Job: 1802055-12T 112 truss design(s) 58111-W1 4/23/18 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length is the distance from the top chord to bottom chord. The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2007 Chapter 2. Warning !—Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D’Onofrio Drive, Madison, WI 53719 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J01 TrussType Jack-OpenGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:432018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Y9fFPdhxKg5gXG?6rZDJNwG6f3VjhQGsgSC6QTzNreM Scale=1:19.3 W1 T1 B1 1 2 5 6 3 4 3x4 1.5x4 3-2-4 3-2-4 -1-2-1 1-2-1 3-2-4 3-2-4 1-1-13-3-08.1412 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.23 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.02 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-2-4 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=112/0-6-10(min. 0-1-8), 3=30/Mechanical, 4=12/Mechanical Max Horz5=118(LC 16) Max Uplift5=-30(LC 16), 3=-90(LC 16), 4=-32(LC 11)MaxGrav5=148(LC 18), 3=75(LC 8), 4=41(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf)Vert: 1-2=-51 Trapezoidal Loads(plf) Vert: 2=-2(F=24,B=24)-to-3=-41(F=5,B=5), 5=0(F=10,B=10)-to-4=-16(F=2,B=2) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J02 TrussType Jack-Open Qty 4 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:442018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0MDdcziZ5_DX8QaIPHkYw8oHsSsJQtV?v6xfyvzNreL Scale=1:19.9 W1 T1 B11 2 5 6 3 42x4 3x4 2-8-0 2-8-0 -1-0-12 1-0-12 2-8-0 2-8-0 1-1-63-4-12-10-43-4-110.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.20 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-8-0 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=164/0-4-0(min. 0-1-8), 3=49/Mechanical, 4=23/Mechanical Max Horz5=106(LC 16) Max Uplift3=-73(LC 16), 4=-25(LC 13)MaxGrav5=189(LC 2), 3=72(LC 30), 4=46(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 2-7-4zone;cantileverleft exposed ; endverticalleft exposed; porchleft exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J03 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:442018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0MDdcziZ5_DX8QaIPHkYw8o8rSm2QtV?v6xfyvzNreL Scale=1:36.2 W1 T1 B1 1 2 5 6 7 3 8 4 5x12MT18H 4x6 3-7-3 3-7-3 -1-2-1 1-2-1 3-7-3 3-7-3 4-1-16-6-58.1412 PlateOffsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.77 0.51 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.07 -0.55 (loc) 4-5 4-5 3 l/defl >527 >545 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 15 lb FT= 14% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-7-3 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)5=94/0-10-1(min. 0-1-8), 3=27/Mechanical, 4=17/Mechanical Max Horz5=-134(LC 8)Max Uplift5=-282(LC 8), 3=-193(LC 16), 4=-152(LC 11) MaxGrav5=291(LC 48), 3=171(LC 39), 4=140(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)All plates areMT20 plates unless otherwiseindicated. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7) Refer to girder(s) for truss to trussconnections. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 5=282, 3=193, 4=152. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 179 lb down and 219 lb up at 1-6-3 on top chord, and 231 lb down and 197 lb up at 1-6-3 on bottomchord.The design/selection of suchconnection device(s)istheresponsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf)Vert: 1-2=-51 Concentrated Loads(lb) Vert: 6=39(B) 8=2(B) Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J03 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:452018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-UYn?qJjBsHLOma9Uz_FnTLLJbs6H9Kl98lhCUMzNreK LOADCASE(S)Standard Trapezoidal Loads(plf) Vert: 2=-2(F=24,B=24)-to-3=-46(F=3,B=3), 5=0(F=10,B=10)-to-4=-18(F=1,B=1) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J04 TrussType Jack-Open Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:452018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-UYn?qJjBsHLOma9Uz_FnTLLRXs7P9Kl98lhCUMzNreK Scale=1:29.1 W1 T1 B1 1 2 5 3 43x6 3x5 1-1-12 1-1-12 -1-0-12 1-0-12 1-1-12 1-1-12 4-1-65-0-144-7-15-0-1410.0012 PlateOffsets(X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.27 0.44 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.10 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x6SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-1-12 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)5=144/0-6-0(min. 0-1-8), 3=-12/Mechanical, 4=-2/Mechanical Max Horz5=-133(LC 14)Max Uplift5=-248(LC 14), 3=-142(LC 13), 4=-195(LC 13) MaxGrav5=331(LC 13), 3=129(LC 14), 4=206(LC 14) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 5=248, 3=142, 4=195. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J05 TrussType Jack-Open Qty 6 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:462018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-ykKN1fkpdbTFOkkhWim0?ZuarGOcun?INPQm0ozNreJ Scale=1:36.8 W1 T1 B1 1 2 5 6 3 45x12MT18H 5x6 3-0-0 3-0-0 -1-0-12 1-0-12 3-0-0 3-0-0 4-1-66-7-76-1-106-7-710.0012 PlateOffsets(X,Y)-- [5:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.42 0.76 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 0.04 -0.35 (loc) 4-5 4-5 3 l/defl >833 >886 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 17 lb FT= 14% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x6SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-1-8 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)5=177/0-6-0(min. 0-1-8), 3=55/Mechanical, 4=26/Mechanical Max Horz5=157(LC 13)Max Uplift5=-37(LC 14), 3=-130(LC 16), 4=-81(LC 13) MaxGrav5=218(LC 31), 3=121(LC 30), 4=110(LC 14) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 2-11-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)All plates areMT20 plates unless otherwiseindicated. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7) Refer to girder(s) for truss to trussconnections. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 5, 4 except(jt=lb) 3=130. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J06 TrussType Jack-ClosedGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:472018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-QxulF_lSOvb6?uJt4PIFYmQhegqkdEFRb3AJZEzNreI Scale=1:36.8 W1 T1 W2 B1 1 2 3 5 4 6 4x4 3x5 3x4 3x4 3-0-0 3-0-0 -1-0-12 1-0-12 3-0-0 3-0-0 4-1-66-7-710.0012 PlateOffsets(X,Y)-- [5:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.61 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x6SPF No.2 WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)5=527/0-6-0(min. 0-1-8), 4=265/Mechanical Max Horz5=152(LC 9)Max Uplift5=-100(LC 10), 4=-223(LC 12) MaxGrav5=527(LC 1), 4=336(LC 40) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 5 except(jt=lb) 4=223. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 539 lb down and 104 lb up at 1-0-12 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf)Vert: 1-2=-51, 2-3=-51, 4-5=-20 Concentrated Loads(lb) Vert: 6=-539(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J07 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:482018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-v7S8SKl49Ckyd2u3e6pU4_zsK48uMgVbqjvt5gzNreH Scale=1:13.2 W1 T1 B11 2 5 6 7 3 8 4 3x5 3x5 4-2-13 4-2-13 -2-3-15 2-3-15 4-2-13 4-2-13 0-10-12-1-01-8-152-1-03.5412 PlateOffsets(X,Y)-- [2:0-0-7,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.61 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 0.06 -0.04 (loc) 4-5 4-5 3 l/defl >999 >827 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x6SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-2-13 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)5=121/0-8-2(min. 0-1-8), 3=19/Mechanical, 4=-10/Mechanical Max Horz5=61(LC 16)Max Uplift5=-143(LC 10), 3=-44(LC 16), 4=-39(LC 31) MaxGrav5=201(LC 18), 3=28(LC 19), 4=39(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 4 except(jt=lb) 5=143. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 83 lb down and 148 lb up at 1-5-15, and 83 lb down and 148 lb up at 1-5-15 on top chord, and 46 lb up at 1-5-15, and 46 lb up at 1-5-15 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51Concentrated Loads(lb) Vert: 6=98(F=49,B=49) 8=56(F=28,B=28) Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J07 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:482018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-v7S8SKl49Ckyd2u3e6pU4_zsK48uMgVbqjvt5gzNreH LOADCASE(S)Standard Trapezoidal Loads(plf) Vert: 2=-3(F=24,B=24)-to-3=-54(F=-1,B=-1), 5=-0(F=10,B=10)-to-4=-21(F=-1,B=-1) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J08 TrussType Jack-Open Qty 2 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:492018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-NJ0WggmiwWspFBSGCqKjdBW7hTaI57lk3NfQd7zNreG Scale=1:9.2 W1T1 B1 1 2 5 3 4 3x8 0-11-15 0-11-15 -1-7-12 1-7-12 0-11-15 0-11-15 0-10-11-3-00-10-101-3-05.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.26 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 0-11-15 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=218/0-6-0(min. 0-1-8), 3=-53/Mechanical, 4=-15/Mechanical Max Horz5=38(LC 13) Max Uplift5=-103(LC 12), 3=-110(LC 22), 4=-30(LC 22)MaxGrav5=320(LC 22), 3=34(LC 12), 4=9(LC 12) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-5=-273/206 NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 4 except(jt=lb) 5=103, 3=110. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J09 TrussType Jack-Open Qty 3 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:502018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-rVaut0nKhq_gsL1SlXry9P2Igtv1qa_uH1OzAZzNreF Scale=1:13.5 W1 T1 B11 2 5 6 7 8 3 4 3x8 3-1-0 3-1-0 -1-7-12 1-7-12 3-1-0 3-1-0 0-10-12-1-85.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.24 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-1-0 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=221/0-6-0(min. 0-1-8), 3=51/Mechanical, 4=22/Mechanical Max Horz5=67(LC 16) Max Uplift5=-64(LC 12), 3=-42(LC 16)MaxGrav5=256(LC 2), 3=60(LC 2), 4=51(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 3-0-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 5, 3. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J10 TrussType Jack-ClosedGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:512018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Ji8G4MoyS76XUVceJFMBicbQsH5nZ1E1Wh8Xi?zNreE Scale=1:13.5 T1 W1 B1 HW1 1 2 3 49 3x8 3x4 1.5x4 2x4 3-1-0 3-1-0 3-1-0 3-1-0 0-10-12-1-85.0012 PlateOffsets(X,Y)-- [1:0-4-5,0-0-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.40 0.76 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.02 (loc) 4-7 4-7 1 l/defl >999 >874 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x6SPF No.2 WEBS 2x4SPFStud SLIDER Left 2x4SPFStud 2-0-0 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-1-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 9-10-2 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)1=806/0-6-0(min. 0-1-8), 4=638/Mechanical Max Horz1=66(LC 11)Max Uplift1=-122(LC 12), 4=-114(LC 12) MaxGrav1=843(LC 2), 4=670(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-2=-701/93 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 1=122, 4=114. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 8) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 1278 lb down and 195 lb up at 1-3-4 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf)Vert: 1-3=-51, 4-5=-20 Concentrated Loads(lb) Vert: 9=-1236(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J11 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:512018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Ji8G4MoyS76XUVceJFMBicbOEHDdZ1E1Wh8Xi?zNreE Scale=1:10.8 W1 T1 B1 1 2 5 6 3 4 3x8 2-6-5 2-6-5 -2-3-15 2-3-15 2-6-5 2-6-5 0-10-11-7-01-2-141-7-03.5412 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.57 0.20 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-6-5 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=214/0-5-5(min. 0-1-8), 3=-16/Mechanical, 4=-12/Mechanical Max Horz5=68(LC 11) Max Uplift5=-153(LC 10), 3=-67(LC 10), 4=-31(LC 27)MaxGrav5=321(LC 18), 3=52(LC 8), 4=23(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-5=-277/146 NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 4 except(jt=lb) 5=153. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51Trapezoidal Loads(plf) Vert: 2=-2(F=24,B=24)-to-3=-36(F=7,B=7), 5=0(F=10,B=10)-to-4=-14(F=3,B=3) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J12 TrussType Jack-Open Qty 10 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:522018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-nuieIioaDREO6fBrtytQFq8exhbdIUUBlLt4ESzNreD Scale=1:11.0 W1 T1 B1 1 2 5 6 3 4 3x8 1-10-8 1-10-8 -1-7-12 1-7-12 1-10-8 1-10-8 0-10-11-7-75.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.26 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-10-8 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=199/0-4-0(min. 0-1-8), 3=10/Mechanical, 4=4/Mechanical Max Horz5=48(LC 13) Max Uplift5=-92(LC 12), 3=-34(LC 22), 4=-11(LC 13)MaxGrav5=257(LC 22), 3=11(LC 2), 4=27(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 1-10-5zone;cantileverleft exposed ; endverticalleft exposed; porchleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J13 TrussType Jack-Open Qty 11 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:532018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-F4G1V2pCzlMFjpm1QgPfn1gqL5xr1xkK_?ddmuzNreC Scale:3/4"=1' W1 T1 B1 1 2 5 3 4 2x4 3x4 1-2-8 1-2-8 -0-8-12 0-8-12 1-2-8 1-2-8 1-1-122-6-111-11-92-6-1114.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.15 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-2-8 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=100/0-6-0(min. 0-1-8), 3=12/Mechanical, 4=6/Mechanical Max Horz5=72(LC 16) Max Uplift3=-55(LC 16), 4=-29(LC 16)MaxGrav5=122(LC 22), 3=34(LC 14), 4=30(LC 14) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J14 TrussType Jack-OpenGirder Qty 2 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:542018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-jHpPjOqrk2U6LzLD_NwuKFD?ZUHPmO_TCfMBJKzNreB Scale=1:15.3 W1 T1 B1 1 2 5 3 4 1.5x4 2x4 1-10-14 1-10-14 -1-3-1 1-3-1 1-10-14 1-10-14 1-1-122-5-40-5-42-0-02-5-48.1412 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.18 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-10-14 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=116/0-9-4(min. 0-1-8), 3=1/Mechanical, 4=0/Mechanical Max Horz5=75(LC 16) Max Uplift5=-26(LC 12), 3=-61(LC 16), 4=-15(LC 16)MaxGrav5=169(LC 18), 3=56(LC 8), 4=22(LC 8) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51Trapezoidal Loads(plf) Vert: 2=-3(F=24,B=24)-to-3=-36(F=7,B=7), 5=0(F=10,B=10)-to-4=-14(F=3,B=3) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J15 TrussType Jack-Open Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:542018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-jHpPjOqrk2U6LzLD_NwuKFD?mUHPmO_TCfMBJKzNreB Scale=1:15.4 W1 T1 B1 1 2 5 3 4 1.5x4 2x4 1-7-7 1-7-7 -1-0-12 1-0-12 1-7-7 1-7-7 1-1-62-5-91-11-122-5-910.0012 PlateOffsets(X,Y)-- [2:0-3-3,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-7-7 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)5=138/0-4-0(min. 0-1-8), 3=18/Mechanical, 4=9/Mechanical Max Horz5=72(LC 16)Max Uplift3=-44(LC 16), 4=-23(LC 13) MaxGrav5=168(LC 22), 3=33(LC 30), 4=26(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J16 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:552018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-BTNnwkrTVMczz6wPY5R7sSl5SuZZVrEdRJ6krmzNreA Scale=1:28.3 W1 T1 B11 2 6 7 8 3 9 5 4 4x4 2x4 3-2-9 3-2-9 5-4-2 2-1-10 -1-3-1 1-3-1 5-4-2 5-4-2 1-1-124-9-40-5-44-4-04-9-48.1412 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.49 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.02 -0.05 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-4-2 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearingsMechanical except(jt=length) 6=0-5-13, 5=0-6-7. (lb)-Max Horz6=157(LC 16) Max UpliftAll uplift 100 lb orless at joint(s) 6, 4, 5 except 3=-100(LC 12)MaxGravAllreactions 250 lb orless at joint(s) 6, 3, 4, 5 FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 6, 4, 5 except (jt=lb) 3=100. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 98 lb down and 74 lb up at 2-0-2 on top chord, and 4 lb down and 30 lb up at 2-0-2 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf) Vert: 1-2=-51 Concentrated Loads(lb)Vert: 9=1(B) Trapezoidal Loads(plf) Vert: 2=-2(F=24,B=24)-to-3=-68(F=-9,B=-9), 6=0(F=10,B=10)-to-4=-27(F=-3,B=-3) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J17 TrussType Jack-OpenGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:562018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-gfx983r5GgkqaGVc6oyMPgIKvIy2EIUmgzrINDzNre9 Scale=1:18.8 W1 T1 B1 1 4 2 3 2x4 1.5x4 2-11-3 2-11-3 2-11-3 2-11-3 1-1-123-1-92-8-53-1-98.1412 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.19 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.02 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-11-3 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)4=24/0-11-14(min. 0-1-8), 2=32/Mechanical, 3=15/Mechanical Max Horz4=-90(LC 8) Max Uplift4=-7(LC 16), 2=-92(LC 16), 3=-13(LC 16)MaxGrav4=41(LC 7), 2=80(LC 8), 3=39(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 4, 2, 3. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Trapezoidal Loads(plf) Vert: 1=0(F=25,B=25)-to-2=-37(F=7,B=7), 4=0(F=10,B=10)-to-3=-15(F=3,B=3) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J18 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:572018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-8sVXLPsj1zshCQ4ofVTbytrTRiDHzkdwudbrvfzNre8 Scale=1:27.8 0-1-15W1 T1 T2 W4 B1 W2 W3 1 2 3 6 5 47 3x4 3x4 1.5x4 2x4 4x4 4x12 1-9-6 1-9-6 3-2-8 1-5-2 1-9-6 1-9-6 3-2-8 1-5-2 3-0-114-10-103-0-1114.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.33 0.44 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 -0.00 (loc) 5 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x6SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-2-8 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)6=544/0-6-0(min. 0-1-8), 4=378/Mechanical Max Horz6=165(LC 9) Max Uplift6=-231(LC 8), 4=-237(LC 9)MaxGrav6=624(LC 61), 4=485(LC 60) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.WEBS 2-4=-252/229 NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 3) Unbalancedsnowloads have been considered for this design. 4)Provide adequate drainage to preventwater ponding. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Bearing at joint(s) 6 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)6=231, 4=237. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 142 lb down and 123 lb up at 1-9-6 on top chord, and 791 lb down and 111 lb up at 1-3-4, and 30 lb down and 28 lb up at 1-9-6 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf) Vert: 1-2=-61, 2-3=-51, 4-6=-20 Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J18 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:572018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-8sVXLPsj1zshCQ4ofVTbytrTRiDHzkdwudbrvfzNre8 LOADCASE(S)Standard Concentrated Loads(lb) Vert: 5=-1(B) 7=-698(F) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J19 TrussType Jack-ClosedGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:582018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-c23vZltLoH_Yqae_DD_qU5NfF6WVhCz37HKOS5zNre7 Scale=1:27.8 W1 T1 W2 B1 1 2 4 35 3x4 1.5x4 2x4 2x4 3-2-8 3-2-8 3-2-8 3-2-8 1-1-124-10-1014.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.27 0.63 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x6SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-2-8 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)4=677/0-6-0(min. 0-1-8), 3=464/Mechanical Max Horz4=168(LC 9) Max Uplift4=-105(LC 8), 3=-162(LC 9) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plategrip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Bearing at joint(s) 4 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 4=105, 3=162. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 935 lb down and 112 lb up at 1-3-4 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others.10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51, 3-4=-20Concentrated Loads(lb) Vert: 5=-935(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J20 TrussType Jack-Open Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:33:592018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-4EdIm5uzZb6PSkDBnwV31Iwr4V_mQfDCMx4y_YzNre6 Scale=1:18.9 W1 T1 B1 1 2 5 3 4 3x4 3x4 1-8-7 1-8-7 -0-8-12 0-8-12 1-8-7 1-8-7 1-1-123-1-92-6-73-1-914.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.20 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-8-7 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=112/0-6-0(min. 0-1-8), 3=29/Mechanical, 4=14/Mechanical Max Horz5=96(LC 16) Max Uplift3=-75(LC 16), 4=-26(LC 16)MaxGrav5=129(LC 2), 3=55(LC 30), 4=33(LC 14) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J21 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:002018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-YRBgzRvbKuEG3uoNLe1IZWTygvI396TMbbpVW_zNre5 Scale=1:28.3 W1 T1 B11 2 5 6 7 8 3 9 10 4 4x4 3x4 5-4-2 5-4-2 -1-3-1 1-3-1 5-4-2 5-4-2 1-1-124-9-48.1412 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.46 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.08 -0.09 (loc) 4-5 4-5 3 l/defl >650 >732 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-4-2 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=166/0-9-7(min. 0-1-8), 3=106/Mechanical, 4=48/Mechanical Max Horz5=157(LC 16) Max Uplift5=-103(LC 16), 3=-120(LC 12), 4=-12(LC 16)MaxGrav5=192(LC 2), 3=144(LC 44), 4=92(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 4 except(jt=lb) 5=103, 3=120. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 96 lb down and 81 lb up at 2-0-2, and 89 lb down and 101 lb up at 3-0-2 on top chord, and 16 lb down and 18 lb up at 2-0-2, and 19 lb down and 34 lb up at 3-0-2 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf) Vert: 1-2=-51 Concentrated Loads(lb)Vert: 9=-1(F) 10=0(B) Trapezoidal Loads(plf) Vert: 2=-2(F=24,B=24)-to-3=-68(F=-9,B=-9), 5=0(F=10,B=10)-to-4=-27(F=-3,B=-3) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J22 TrussType Jack-Open Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:002018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-YRBgzRvbKuEG3uoNLe1IZWT2GvLs96TMbbpVW_zNre5 Scale=1:15.5 W1 T1 B1 1 4 2 3 1.5x4 1.5x4 1-5-2 1-5-2 1-5-2 1-5-2 1-3-52-5-91-11-122-5-910.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MR 0.10 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 4 4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 5 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-5-2 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)4=45/0-6-0(min. 0-1-8), 2=31/Mechanical, 3=14/Mechanical Max Horz4=47(LC 13) Max Uplift2=-48(LC 16), 3=-11(LC 13)MaxGrav4=54(LC 30), 2=50(LC 29), 3=29(LC 14) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 3. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J23 TrussType Jack-Open Qty 9 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:012018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0dk2BnvE5CM6h1NZuLYX6j?EfJgfuZjVpFZ32QzNre4 Scale=1:9.4 T1 B1 1 2 3 4 3x4 1-10-8 1-10-8 -0-10-12 0-10-12 1-10-8 1-10-8 0-6-51-3-110-11-41-3-115.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-10-8 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)3=37/Mechanical, 2=122/0-6-0(min. 0-1-8), 4=18/MechanicalMax Horz2=45(LC 16) Max Uplift3=-26(LC 16), 2=-32(LC 12) MaxGrav3=43(LC 2), 2=141(LC 2), 4=33(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J24 TrussType DiagonalHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:022018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-UpIQO7wssWUzJBymS33mfxYCXjt9d0zf2vIcbtzNre3 Scale=1:17.3 T1 B11 2 8 9 3 10 11 4 3x4 7-5-0 7-5-0 -1-3-3 1-3-3 3-8-3 3-8-3 7-5-0 3-8-13 0-6-52-8-80-4-12-4-72-8-83.5412 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.89 0.58 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.14 -0.38 0.04 (loc) 4-7 4-7 3 l/defl >635 >234 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)3=218/Mechanical, 2=237/0-8-2(min. 0-1-8), 4=111/MechanicalMax Horz2=102(LC 8) Max Uplift3=-138(LC 12), 2=-107(LC 10) MaxGrav3=255(LC 2), 2=270(LC 2), 4=158(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plategrip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 3=138, 2=107. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 12 lb down and 12 lb up at 1-10-3, 12 lb down and 12 lb up at 1-10-3, and 31 lb down and 48 lb up at 4-8-2, and 31 lb down and 48 lb up at 4-8-2 on topchord, and 4 lb down and 2 lb up at 1-10-3, 4 lb down and 2 lb up at 1-10-3, and 12 lb down and 1 lb up at 4-8-2, and 12 lb down and 1 lb up at 4-8-2 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf) Vert: 1-2=-51 Concentrated Loads(lb)Vert: 9=-4(F=-2,B=-2) 10=1(F=0,B=0) 11=-16(F=-8,B=-8) Trapezoidal Loads(plf) Vert: 2=0(F=25,B=25)-to-3=-94(F=-22,B=-22), 5=0(F=10,B=10)-to-4=-37(F=-9,B=-9) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J25 TrussType Jack-Open Qty 2 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:032018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-y0socTxUdpcqwLXy0ma?B85Z97M9MTCoHZ297JzNre2 Scale:1.5"=1' T1 B1 1 2 3 4 3x4 1-2-15 1-2-15 -0-10-12 0-10-12 1-2-15 1-2-15 0-6-51-0-80-8-21-0-85.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 7 7 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 4 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 1-2-15 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)3=20/Mechanical, 2=106/0-6-0(min. 0-1-8), 4=7/MechanicalMax Horz2=34(LC 16) Max Uplift3=-15(LC 16), 2=-35(LC 12), 4=-1(LC 22) MaxGrav3=23(LC 2), 2=124(LC 22), 4=20(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2, 4. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J26 TrussType Jack-Open Qty 2 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:042018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-RCQBppy6O7lhYV68aT5EkMdj7WhS5wSyVDnjflzNre1 Scale=1:12.3 T1 B11 2 8 9 3 4 3x4 3-2-15 3-2-15 -0-10-12 0-10-12 3-2-15 3-2-15 0-6-51-10-81-6-21-10-85.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.11 0.08 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 4-7 4-7 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)3=70/Mechanical, 2=165/0-6-0(min. 0-1-8), 4=36/MechanicalMax Horz2=67(LC 16) Max Uplift3=-46(LC 16), 2=-35(LC 16) MaxGrav3=82(LC 2), 2=189(LC 2), 4=58(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 3-2-3zone;cantileverleft and rightexposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J27 TrussType Jack-Open Qty 6 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:052018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vO_Z18yk9RtYAfhK7BcTGZAq_w??qNi5ktXGBBzNre0 Scale=1:17.5 T1 B11 2 8 9 10 3 4 3x4 5-4-0 5-4-0 -0-10-12 0-10-12 5-4-0 5-4-0 0-6-52-9-00-4-72-4-92-9-05.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.36 0.25 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.10 0.01 (loc) 4-7 4-7 2 l/defl >999 >629 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)3=120/Mechanical, 2=236/0-6-0(min. 0-1-8), 4=63/MechanicalMax Horz2=103(LC 16) Max Uplift3=-78(LC 16), 2=-44(LC 16) MaxGrav3=140(LC 2), 2=269(LC 2), 4=98(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 5-3-4zone;cantileverleft and rightexposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 3, 2. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss J28 TrussType Jack-ClosedGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:052018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vO_Z18yk9RtYAfhK7BcTGZApkwt8qN25ktXGBBzNre0 Scale=1:30.2 W1 T1 W3 B1 W2 1 2 3 5 4 6 7 8 2x4 1.5x4 4x4 3x4 5-4-0 5-4-0 -0-10-12 0-10-12 5-4-0 5-4-0 2-6-54-9-05.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.44 0.76 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.14 -0.00 (loc) 4-5 4-5 4 l/defl >999 >445 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x6SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-4-0 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 9-11-9 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)5=674/0-6-0(min. 0-1-8), 4=530/Mechanical Max Horz5=185(LC 9) Max Uplift5=-142(LC 12), 4=-159(LC 9)MaxGrav5=684(LC 2), 4=539(LC 19) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6) Refer to girder(s) for truss to trussconnections. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 5=142, 4=159. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 390 lb down and 92 lb up at 1-4-12, and 404 lb down and 87 lb up at 3-4-12 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf) Vert: 1-2=-51, 2-3=-51, 4-5=-20 Concentrated Loads(lb)Vert: 7=-390(B) 8=-404(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB01 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:072018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-rn6JRq__g27GPyrjFcfxM_F5CkiiID_OCB0NG4zNre_ Scale=1:40.5 0-1-150-1-150-1-150-1-15T1 T2 T3 T4 T5 B2 ST1ST1ST1 B1 W3 W1 W11 2 34 5 67 8 9 10 11 12 13 20 19 18 17 16 15 14 21 2223 24 25 26 27 4x6 5x6 4x4 3x4 3x4 3x4 1.5x41.5x4 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 22-0-15 22-0-15 2-8-15 2-8-15 11-2-1 8-5-2 21-0-1 9-10-0 22-0-15 1-0-15 0-5-102-10-130-11-83-2-70-1-100-5-100-1-1014.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [3:0-3-4,0-1-15], [3:0-0-0,0-1-11], [4:0-1-12,0-0-0], [6:0-1-12,0-0-0], [7:0-4-5,Edge], [7:0-0-0,0-1-11], [8:0-2-0,0-2-12], [11:0-2-2,0-1-8],[12:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLLBCDL 20.0 10.0 0.010.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncrCode 2-0-0 1.15 1.15 NOIBC2012/TPI2007 CSI. TC BC WBMatrix-SH 0.70 0.11 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStudOTHERS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.All bearings 21-0-8. (lb)-Max Horz2=-79(LC 14)Max UpliftAll uplift 100 lb orless at joint(s) 12, 17, 20, 2, 16, 15, 14 except 18=-142(LC 12) MaxGravAllreactions 250 lb orless at joint(s) 12, 2, 16 except 17=496(LC 42), 18=898(LC 42), 20=477(LC 42), 15=454(LC 42), 14=492(LC 42) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 6-17=-431/95, 5-18=-812/192, 4-20=-418/136, 9-15=-384/107, 10-14=-402/109 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 5-8-15,Interior(1) 5-8-15 to 11-2-1,Exterior(2) 11-2-1 to 21-10-9 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12, 17, 20, 2, 16, 15, 14 except(jt=lb) 18=142. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1. 11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer.12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 249 lb down and 46 lb up at 5-2-0, and 249 lb down and 46 lb up at 8-10-0 on top chord.The design/selection of suchconnection device(s)is the responsibility of others. LOADCASE(S)StandardContinued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB01 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:072018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-rn6JRq__g27GPyrjFcfxM_F5CkiiID_OCB0NG4zNre_ LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf)Vert: 1-3=-51, 3-7=-61, 7-8=-51, 8-11=-61, 11-13=-51, 2-12=-20 Concentrated Loads(lb) Vert: 22=-210 25=-210 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB02 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:082018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-JzghfA?dRMF716PvpJAAuCoM48291hvXQqlwnWzNrdz Scale=1:41.0 0-1-150-1-150-1-150-1-15T1 T2 T3 T4 T5 B1 ST1 ST2 ST1 ST3 ST3 B21 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 22-0-15 22-0-15 4-2-1 4-2-1 9-8-14 5-6-13 11-4-14 1-8-0 19-6-14 8-2-0 22-0-15 2-6-1 0-5-104-6-132-7-84-10-70-1-100-5-100-1-1014.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [6:0-2-2,0-1-8], [11:0-2-2,0-1-8], [12:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.31 0.10 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 70 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 21-0-8. (lb)-Max Horz2=124(LC 15) Max UpliftAll uplift 100 lb orless at joint(s) 2, 16, 17, 15 except 19=-151(LC 16), 14=-145(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 2, 12 except 16=373(LC 42), 17=475(LC 42), 19=357(LC 55), 15=563(LC 42), 14=323(LC 42) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 7-16=-294/109, 5-17=-393/109, 3-19=-267/176, 9-15=-480/135, 10-14=-259/172 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 2-11-8,Interior(1) 2-11-8 to 4-2-1,Exterior(2) 4-2-1 to 11-4-14, Interior(1) 11-4-14 to 19-6-14zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 15except(jt=lb) 19=151, 14=145. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB03 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:102018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-FMnS4s0tzzVrGQZIwkCezdtjRxkcVbOqu8E1sPzNrdx Scale=1:45.0 0-1-150-1-150-1-150-1-15T1 T2 T3 T4 T5 B2 ST3 ST2 ST1 ST3 ST4 B112 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 3x4 3x4 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 22-0-15 22-0-15 5-7-3 5-7-3 8-3-12 2-8-9 9-11-12 1-8-0 18-1-12 8-2-0 22-0-15 3-11-3 0-5-106-2-134-3-86-6-70-1-100-5-100-1-106-2-1314.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [6:0-2-2,0-1-8], [10:0-2-2,0-1-8], [12:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.25 0.10 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 12 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 78 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 21-0-8. (lb)-Max Horz2=170(LC 15) Max UpliftAll uplift 100 lb orless at joint(s) 12, 15, 2 except 16=-104(LC 17), 19=-229(LC 16), 14=-197(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 12, 2 except 16=495(LC 42), 17=263(LC 42), 19=443(LC 55), 15=514(LC 42), 14=343(LC 57) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 8-16=-416/151, 3-19=-359/259, 9-15=-432/119 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 2-11-8,Interior(1) 2-11-8 to 5-7-3,Exterior(2) 5-7-3 to 8-3-12, Interior(1) 9-11-12 to 21-10-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12, 15, 2 except(jt=lb) 16=104, 19=229, 14=197. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB04 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:112018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-jYLqHC1VkHdiua8UUSjtWqQt3L4vE0h_6o_aOrzNrdw Scale=1:57.6 0-1-150-1-15T1 T2 T3 T4 B2 ST3 ST2 ST1 ST3 ST4 B112 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 4x4 3x5 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 22-0-15 22-0-15 6-11-8 6-11-8 8-6-10 1-7-2 16-8-10 8-2-0 22-0-15 5-4-6 0-5-107-11-125-11-88-1-60-1-100-5-100-1-105-11-814.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [5:0-1-12,0-1-8], [8:0-2-2,0-1-8], [10:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.26 0.09 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.01 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 85 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud*Except* ST2: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 21-0-8. (lb)-Max Horz2=215(LC 15) Max UpliftAll uplift 100 lb orless at joint(s) 10, 14, 15, 13, 2 except 17=-294(LC 16), 12=-255(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 10, 2 except 14=502(LC 40), 15=315(LC 30), 17=381(LC 30), 13=494(LC 40), 12=470(LC 53) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-326/230, 9-25=-256/213, 25-26=-267/191, 10-26=-277/189 WEBS 6-14=-423/142, 3-17=-364/332, 7-13=-412/136, 9-12=-385/286 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 2-11-8,Interior(1) 2-11-8 to 6-11-8,Exterior(2) 6-11-8 to 19-8-10, Interior(1) 19-8-10 to 21-10-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 14, 15, 13, 2 except(jt=lb) 17=294, 12=255. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1. 11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB05 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:122018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-CkvCVY27ValZVkjh29E632z2TlQ4zSg7LSj8wHzNrdv Scale=1:46.4 0-1-150-1-15T1 T2 T1 B2 ST2ST2 ST1 ST2 ST1 B112 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 22-0-15 22-0-15 5-9-12 5-9-12 16-3-3 10-5-7 22-0-15 5-9-12 0-5-106-5-136-9-60-1-100-5-100-1-106-5-1314.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [8:0-2-2,0-1-8], [10:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.28 0.10 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 83 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 21-0-9. (lb)-Max Horz2=177(LC 15) Max UpliftAll uplift 100 lb orless at joint(s) 10, 14, 15, 13, 2 except 17=-232(LC 16), 12=-230(LC 17)MaxGravAllreactions 250 lb orless at joint(s) except 10=287(LC 39), 14=537(LC 38), 15=421(LC 38), 17=442(LC 47), 13=421(LC 38), 12=439(LC 49), 2=287(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-18=-307/88, 3-4=-298/88, 8-9=-298/83, 10-23=-299/72 WEBS 6-14=-458/128, 5-15=-340/122, 3-17=-356/262, 7-13=-340/112, 9-12=-353/259 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 3-0-8,Interior(1) 3-0-8 to 5-9-12,Exterior(2) 5-9-12 to 20-6-2, Interior(1) 20-6-2 to 21-10-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 14, 15, 13, 2 except(jt=lb) 17=232, 12=230. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1. 11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB06 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:142018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-871zvD3N1C?Gl1t39aHa8T2OCY5YROnQpmCF?AzNrdt Scale=1:40.2 0-1-150-1-15T1 T2 T1 B2 ST2ST2 ST1 ST2 ST1 B11 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 22-0-15 22-0-15 4-4-10 4-4-10 17-8-5 13-3-11 22-0-15 4-4-10 0-5-104-9-135-1-60-1-100-5-100-1-1014.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [4:0-2-2,0-1-8], [8:0-2-2,0-1-8], [10:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.27 0.10 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 75 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 21-0-9. (lb)-Max Horz2=-131(LC 14) Max UpliftAll uplift 100 lb orless at joint(s) 10, 14, 15, 13, 2 except 17=-166(LC 16), 12=-162(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 10, 2 except 14=523(LC 38), 15=472(LC 38), 17=364(LC 47), 13=472(LC 38), 12=359(LC 49) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 6-14=-444/122, 5-15=-390/108, 3-17=-272/191, 7-13=-390/105, 9-12=-266/186 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 3-0-8,Interior(1) 3-0-8 to 4-4-10,Exterior(2) 4-4-10 to 21-10-9 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 14, 15, 13, 2except(jt=lb) 17=166, 12=162. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB07 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:152018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-cJbL7Z40oV77MBSFjHopggbZOyRqAtDZ1QyoXczNrds Scale=1:40.1 0-1-150-1-15T1 T3 T1 B2 ST2ST2ST1 ST2 ST1 B1 T2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 5x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 4x4 1.5x4 1.5x4 4x4 3x4 22-0-15 22-0-15 2-11-8 2-11-8 19-1-8 16-2-0 22-0-15 2-11-8 0-5-103-1-133-5-60-1-100-5-100-1-1014.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [3:0-0-0,0-0-1], [6:0-3-0,Edge], [6:0-0-0,0-1-12], [7:0-1-12,0-0-0], [8:0-0-0,0-0-1], [9:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.30 0.09 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 9 10 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 67 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 21-0-9. (lb)-Max Horz2=-87(LC 14) Max UpliftAll uplift 100 lb orless at joint(s) 9, 13, 14, 16, 12, 11, 2MaxGravAllreactions 250 lb orless at joint(s) 9, 2 except 13=441(LC 38), 14=557(LC 38), 16=271(LC 38), 12=557(LC 38), 11=271(LC 38) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 5-13=-362/109, 4-14=-475/130, 7-12=-475/130 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 7-0-8,Interior(1) 7-0-8 to 19-1-8,Exterior(2) 19-1-8 to 21-10-9 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 9, 13, 14, 16, 12,11, 2. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB08 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:162018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-4W8jKv5eZpF__L1SH?J2Du7kpMnevKwjG4hL33zNrdr Scale=1:42.7 0-1-150-1-15T1 T2 T3 T4 B2 ST1ST1ST1 ST2 ST3B1 W11 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x4 5x6 5x6 3x4 3x43x4 23-8-13 23-8-13 1-6-5 1-6-5 16-8-12 15-2-7 23-8-13 7-0-1 0-5-101-5-132-9-62-11-00-1-100-4-10-1-1014.0012 5.0012 PlateOffsets(X,Y)-- [2:0-2-10,0-1-8], [3:0-2-2,0-1-8], [7:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.26 0.12 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStudOTHERS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.All bearings 22-1-0.(lb)-Max Horz2=48(LC 20) Max UpliftAll uplift 100 lb orless at joint(s) 10, 15, 17, 18, 13, 12, 2, 14 MaxGravAllreactions 250 lb orless at joint(s) 10, 13, 2, 14 except 15=348(LC 41), 17=477(LC 41),18=531(LC 41), 12=320(LC 48) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 6-15=-281/97, 5-17=-399/119, 4-18=-437/117, 9-12=-267/141 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-7 to 4-6-5,Interior(1) 4-6-5 to 16-8-12,Exterior(2) 16-8-12 to 19-8-12 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)All plates are 1.5x4MT20 unless otherwiseindicated.8)Gablerequirescontinuous bottomchord bearing. 9)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 15, 17, 18,13, 12, 2, 14. 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.12)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB09 TrussType Piggyback Qty 3 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:172018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Yii5YF6GK7NrcVbeqiqHm5guJm6veolsVkRvcVzNrdq Scale=1:19.5 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 4x4 2x4 2x41.5x4 11-7-5 11-7-5 5-9-10 5-9-10 11-7-5 5-9-10 0-4-12-5-00-1-100-4-10-1-105.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.34 0.18 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 0.04 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 27 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2OTHERS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=202/9-4-2(min. 0-1-8), 4=202/9-4-2(min. 0-1-8), 6=332/9-4-2(min. 0-1-8)Max Horz2=40(LC 16) Max Uplift2=-67(LC 16), 4=-74(LC 17), 6=-8(LC 16) MaxGrav2=232(LC 2), 4=232(LC 2), 6=371(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 3-6=-254/119 NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-14 to 3-4-14,Interior(1) 3-4-14 to 5-9-10,Exterior(2) 5-9-10 to 8-9-10 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Gablerequirescontinuous bottomchord bearing. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 4, 6. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.10)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB10 TrussType Piggyback Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:182018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0uGTlb7u5QViDfAqOQLWIJC51ARvNFG?kOAS8xzNrdp Scale=1:20.2 0-1-100-1-10T1 T2 T1 B1 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3x4 3x4 2x4 2x41.5x4 1.5x4 11-7-5 11-7-5 4-7-7 4-7-7 6-11-14 2-4-7 11-7-5 4-7-7 0-4-11-11-20-1-100-4-10-1-105.0012 PlateOffsets(X,Y)-- [3:0-2-0,Edge], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.21 0.20 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.02 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)2=237/9-4-2(min. 0-1-8), 6=237/9-4-2(min. 0-1-8), 8=286/9-4-2(min. 0-1-8) Max Horz2=30(LC 20) Max Uplift2=-77(LC 16), 6=-80(LC 17)MaxGrav2=352(LC 39), 6=352(LC 39), 8=307(LC 38) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-9=-338/164, 9-10=-294/166, 3-10=-277/174, 3-11=-275/185, 4-11=-276/184, 4-12=-276/185, 5-12=-275/186, 5-13=-277/174, 13-14=-294/165, 6-14=-338/163 BOT CHORD 2-8=-99/273, 6-8=-99/273 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-14 to 3-4-14,Interior(1) 3-4-14 to 4-7-7,Exterior(2) 4-7-7 to 6-11-14 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)Gablerequirescontinuous bottomchord bearing. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 6. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.11)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified building designer. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss PB11 TrussType Piggyback Qty 5 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:192018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-U5qszx7WskdZrpl1y7slrWlIMZo56iA9y2w0gNzNrdo Scale=1:12.3 T1 T1 B11 2 3 4 5 3x4 2x4 2x4 4-11-4 4-11-4 2-5-10 2-5-10 4-11-4 2-5-10 0-4-132-0-110-1-100-4-130-1-1010.0012 PlateOffsets(X,Y)-- [2:0-2-1,0-1-0], [3:0-2-0,Edge], [4:0-2-1,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.05 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 11 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-11-4 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)2=150/3-7-13(min. 0-1-8), 4=150/3-7-13(min. 0-1-8) Max Horz2=-48(LC 14) Max Uplift2=-26(LC 16), 4=-26(LC 17)MaxGrav2=170(LC 2), 4=170(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Gablerequirescontinuous bottomchord bearing. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 4. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 10)SeeStandardIndustryPiggybackTruss Connection Detail for Connection to base truss as applicable, orconsult qualified buildingdesigner. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T01 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:202018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-zHOEAH88d2mQTyKDWrO_NkIJvz6Sr5iIBifZCqzNrdn Scale=1:41.8 0-1-150-1-150-1-15T1 T2 T3 T4 W7 B1 W3 W4 W3 W5 W6 W1 W21 2 3 4 5 6 10 9 8 7 11 12 13 14 15 5x6 5x6 5x6 1.5x4 2x4 4x4 3x8 6x6 3x4 5-4-4 5-4-4 6-9-12 1-5-8 8-10-14 2-1-2 12-2-0 3-3-2 -0-8-12 0-8-12 5-4-4 5-4-4 6-9-12 1-5-8 8-10-14 2-1-2 12-2-0 3-3-2 1-1-127-2-124-9-77-4-114-9-77-2-1214.0012 PlateOffsets(X,Y)-- [2:0-3-0,0-1-8], [3:0-3-8,0-2-4], [4:0-3-8,0-2-4], [5:0-3-0,0-2-12], [7:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.70 0.19 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.01 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 80 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-7-14 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)10=478/0-6-0(min. 0-1-8), 7=453/Mechanical Max Horz10=261(LC 13)Max Uplift10=-50(LC 16), 7=-84(LC 13) MaxGrav10=761(LC 41), 7=558(LC 40) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-11=-640/124, 11-12=-410/130, 3-12=-331/152, 3-13=-292/183, 4-13=-292/183, 4-14=-391/212, 5-14=-472/197, 2-10=-710/181BOT CHORD 9-10=-464/518, 8-9=-171/301, 7-8=-163/291 WEBS 4-8=-140/276, 5-7=-479/198, 2-9=-218/299 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 5-4-4,Exterior(2) 5-4-4 to 6-9-12, Interior(1) 8-10-14 to 12-0-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8) Refer to girder(s) for truss to trussconnections. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 10, 7.10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T01GE TrussType Hip SupportedGable Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:212018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-RTycNd9mNLuH46vP3YvDwxqd?NUfaaSSQMP6lGzNrdm Scale=1:35.0 0-1-150-1-15W1 T1 T2 T1 W2 B1 ST2ST2 ST1 ST2 ST1 1 2 3 45 6 78 9 10 11 18 17 16 15 14 13 12 19 20 21 22 1.5x4 2x4 4x4 4x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x41.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-2-0 12-2-0 -0-8-12 0-8-12 3-11-2 3-11-2 8-2-15 4-3-13 12-2-0 3-11-2 12-10-12 0-8-12 1-1-125-6-125-8-111-1-125-6-1214.0012 PlateOffsets(X,Y)-- [4:0-0-0,0-1-11], [4:0-0-0,0-0-1], [5:0-1-12,0-0-0], [7:0-1-12,0-0-0], [8:0-0-0,0-1-11], [8:0-0-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.10 0.07 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.All bearings 12-2-0. (lb)-Max Horz18=-182(LC 14)Max UpliftAll uplift 100 lb orless at joint(s) 12, 15 except 18=-103(LC 17), 17=-174(LC 16), 13=-171(LC 17) MaxGravAllreactions 250 lb orless at joint(s) 18, 12, 16, 14 except 15=280(LC 38), 17=319(LC 47), 13=313(LC 49) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 8-9=-196/251WEBS3-17=-253/176 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-C Corner(3)-0-8-12 to 2-1-0,Exterior(2) 2-1-0 to 3-11-2, Corner(3) 3-11-2 to 11-2-15, Exterior(2) 11-2-15 to 12-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed forwindloadsin the plane of the truss only.Forstuds exposed to wind(normal to the face),seeStandardIndustry GableEnd Details as applicable, orconsult qualified building designer as perANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 5) Unbalancedsnowloads have been considered for this design. 6)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.7)Provide adequate drainage to preventwater ponding. 8)Gablerequirescontinuous bottomchord bearing. 9)Truss to be fullysheathed from one face orsecurely braced againstlateralmovement(i.e. diagonalweb).10)Gablestudsspaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 12)Bearing at joint(s) 12 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverifycapacity of bearingsurface. 13)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12, 15 except (jt=lb) 18=103, 17=174, 13=171.14)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T01GE TrussType Hip SupportedGable Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:222018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-vfW_byAP8f08iGUcdFQSS9NolnquJ1hbe08gHizNrdl LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T02 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:242018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-r2dl0eBfgGGsxae_lgSwYaSxQaOPnjwu6KdmLbzNrdj Scale=1:58.9 0-1-150-1-15T1 T2 T3 T5 B2 W3 W4 W5 W6 W7 W8 W9 W10 W9 W10 W11 W1 W2 W13 W12 T4 B3B1 12 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 2526 27 28 29 30 31 32 33 34 35 36 5x6 6x8 4x6 3x4 3x4 4x8 5x6 2x4 8x8 3x4 4x6 6x6 4x43x5 3x5 3x10MT18H 4x4 2-0-12 2-0-12 6-1-0 4-0-4 7-5-12 1-4-11 13-1-7 5-7-11 18-10-14 5-9-7 24-6-9 5-7-11 26-8-0 2-1-7 -0-8-12 0-8-12 2-0-12 2-0-12 6-1-0 4-0-4 7-5-12 1-4-11 13-1-7 5-7-11 18-10-14 5-9-7 24-6-9 5-7-11 26-8-0 2-1-7 1-1-126-5-88-2-154-1-126-5-814.0012 PlateOffsets(X,Y)-- [2:0-2-4,0-1-8], [3:0-1-4,0-1-8], [4:0-2-0,0-2-8], [5:0-2-12,0-4-0], [9:0-4-4,0-2-0], [10:0-1-0,0-1-12], [12:0-2-0,0-1-12], [13:0-2-0,0-2-0], [14:0-2-12,Edge],[16:0-4-0,0-1-8], [18:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLLBCDL 20.0 10.0 0.010.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncrCode 2-0-0 1.15 1.15 NOIBC2012/TPI2007 CSI. TC BC WBMatrix-MSH 0.92 0.64 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.25 0.05 (loc) 13-14 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 176 lb FT= 14% GRIP 197/144 197/144 LUMBER- TOP CHORD2x6SPF No.2 *Except* T1,T5: 2x4SPF No.2 BOT CHORD2x4SPF No.2 *Except*B2: 2x6SPF No.2 WEBS 2x4SPFStud*Except* W5,W8,W10: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-2-8 oc purlins, except end verticals. BOT CHORD Rigidceiling directly applied or 5-0-2 oc bracing.WEBS 1 Row at midpt 4-16, 5-16, 9-13 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)18=1380/0-6-0(min. 0-2-9), 11=1417/0-6-0(min. 0-3-13) Max Horz18=284(LC 9) Max Uplift18=-653(LC 13), 11=-1570(LC 13)MaxGrav18=1640(LC 111), 11=2428(LC 111) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-3=-1475/625, 3-19=-1743/806, 4-19=-1709/834, 4-20=-1675/804, 5-20=-1702/792, 5-21=-2650/1355, 6-21=-2650/1355, 6-22=-2673/1364, 22-23=-2673/1364, 23-24=-2673/1364, 24-25=-2673/1364, 25-26=-2673/1364, 7-26=-2673/1364, 7-8=-2266/1315, 8-27=-2272/1319, 27-28=-2266/1318, 28-29=-2265/1316, 9-29=-2260/1315, 9-10=-1136/773, 2-18=-1611/649, 10-11=-2455/1602 BOT CHORD 17-18=-274/228, 16-17=-574/1080, 15-16=-872/1784, 15-30=-872/1784, 14-30=-872/1784, 14-31=-1339/2313, 31-32=-1339/2313, 32-33=-1339/2313, 13-33=-1339/2313, 13-34=-558/806, 34-35=-558/806, 35-36=-558/806, 12-36=-558/806 WEBS 3-17=-400/226, 3-16=-175/334, 4-16=-1169/2470, 5-16=-2540/1251, 5-14=-827/1435, 6-14=-990/382, 7-14=-113/692, 7-13=-1318/643, 9-13=-1158/2233, 9-12=-1275/756, 2-17=-387/993, 10-12=-1196/1791 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plategrip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T02 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:242018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-r2dl0eBfgGGsxae_lgSwYaSxQaOPnjwu6KdmLbzNrdj NOTES- 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 18=653, 11=1570. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 11) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 44 lb up at 12-10-0, 255 lb down and 44 lb up at 16-6-0, 141 lb down and 132 lb up at 14-2-13, 141 lb down and 132 lb up at 16-2-13, 141 lb down and 132 lb up at 18-2-13, 141 lb down and 132 lb up at 20-2-13, 141 lb down and 132 lb up at 22-2-13, and 141 lb down and 132 lb up at 24-2-13, and 265 lb down and 233 lb up at 24-6-9 on top chord, and 294 lb down and 243 lb up at 12-2-13, 98 lb down and 96 lb up at 14-2-13, 98 lb down and 96 lb up at 16-2-13, 98 lb down and 96 lb up at 18-2-13, 98 lb down and 96 lb up at 20-2-13, 98 lb down and 96 lb up at 22-2-13, and 98 lb down and 96 lb up at 24-2-13, and 165 lb down and 203 lb up at 24-6-9 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf) Vert: 1-2=-51, 2-4=-51, 4-5=-51, 5-9=-61, 9-10=-51, 11-18=-20 Concentrated Loads(lb) Vert: 6=-210 12=1(F) 22=-3(F) 24=-213(F=-3) 26=-3(F) 27=-3(F) 28=-3(F) 29=-3(F) 30=-245(F) 31=-6(F) 32=-6(F) 33=-6(F) 34=-6(F) 35=-6(F) 36=-6(F) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T03 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:272018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-FdJtegEXzBeQp1MZQp0e9C4adoRd_5pKoIsRywzNrdg Scale=1:70.9 0-1-150-1-150-1-150-1-15T1 T2 T4 T5 T6 B1 B3 B4 W3 W4 W5 W6 W7 W6 W7 W6 W5W8 W9 W10 W11 W12 W11 W13 W1 W2 W15 W14 T3 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 15 27 28 29 3031 32 33 34 35 36 37 38 39 5x6 4x6 5x6 5x6 1.5x4 3x4 3x10MT18H 1.5x4 6x8 1.5x4 3x4 3x4 3x4 4x8 2x4 3x4 4x4 5x6 3x8 3x4 3x4 3x4 3x4 3x4 2-11-1 2-11-1 6-1-7 3-2-7 11-8-14 5-7-7 17-6-0 5-9-3 23-1-7 5-7-7 24-9-7 1-8-0 26-8-0 1-10-9 29-9-11 3-1-11 32-11-7 3-1-11 34-10-0 1-10-9 -0-8-12 0-8-12 2-11-1 2-11-1 6-1-7 3-2-7 11-8-14 5-7-7 17-6-0 5-9-3 23-1-7 5-7-7 24-9-7 1-8-0 26-8-0 1-10-9 29-9-11 3-1-11 32-11-7 3-1-11 34-10-0 1-10-9 35-6-12 0-8-12 1-1-128-1-76-2-28-3-71-1-123-0-014.0012 PlateOffsets(X,Y)-- [2:0-1-4,0-1-8], [3:0-1-4,0-1-8], [4:0-3-0,0-1-0], [8:0-3-0,0-1-0], [9:0-3-0,0-2-12], [12:0-3-8,0-2-4], [13:0-1-4,0-1-8], [18:0-2-12,0-2-8], [20:0-1-15,0-1-8],[21:0-1-12,0-1-12], [26:0-2-0,0-0-12] LOADING (psf) TCLL TCDL BCLLBCDL 20.0 10.0 0.010.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncrCode 2-0-0 1.15 1.15 NOIBC2012/TPI2007 CSI. TC BC WBMatrix-MSH 0.41 0.48 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.13 0.04 (loc) 21-23 21-23 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 218 lb FT= 14% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except* T2,T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 *Except*B3: 2x4SPFStud WEBS 2x4SPFStud*Except* W5,W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-8-14 oc purlins, except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except:6-0-0 oc bracing: 19-20,15-16 3-5-4 oc bracing: 18-19. WEBS 1 Row at midpt 6-21 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)26=1236/0-6-0(min. 0-2-4), 19=1647/0-6-0(min. 0-3-9), 15=336/0-4-0(min. 0-1-8)Max Horz26=219(LC 9) Max Uplift26=-178(LC 63), 19=-605(LC 9), 15=-309(LC 13) MaxGrav26=1447(LC 38), 19=2287(LC 38), 15=418(LC 85) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-27=-1412/192, 27-28=-1404/201, 3-28=-1364/215, 3-4=-1507/296, 4-29=-1595/335, 5-29=-1602/334, 5-30=-1596/332, 30-31=-1596/332, 31-32=-1596/332, 32-33=-1596/332, 6-33=-1596/332, 6-7=-1490/301, 7-8=-1491/303, 8-9=-926/219, 11-36=-316/222, 12-36=-316/222, 12-13=-331/285, 2-26=-1408/194, 13-15=-406/313 BOT CHORD 24-25=-279/894, 23-24=-249/982, 22-23=-319/1490, 21-22=-319/1490, 20-21=-125/647, 18-19=-2270/613, 10-18=-317/141, 18-37=-237/330, 37-38=-237/330, 17-38=-237/330 WEBS 3-25=-260/62, 4-23=-292/1053, 5-23=-884/283, 6-21=-1054/345, 8-21=-336/1446, 8-20=-740/215, 9-20=-56/299, 18-20=-151/774, 9-18=-1203/206, 11-18=-511/293, 2-25=-96/897, 13-16=-221/286 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T03 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:272018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-FdJtegEXzBeQp1MZQp0e9C4adoRd_5pKoIsRywzNrdg NOTES- 9)Bearing at joint(s) 15 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverifycapacity of bearingsurface. 10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 26=178, 19=605, 15=309. 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 94 lb up at 12-10-0, 255 lb down and 94 lb up at 16-6-0, 84 lb down and 74 lb up at 26-10-6, 84 lb down and 74 lb up at 28-10-6, and 84 lb down and 74 lb up at 30-10-6, and 223 lb down and 198 lb up at 32-11-7 on topchord, and 15 lb down and 39 lb up at 26-10-6, 15 lb down and 39 lb up at 28-10-6, and 15 lb down and 39 lb up at 30-10-6, and 44 lb down and 91 lb up at 32-10-6 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf)Vert: 1-2=-51, 2-4=-51, 4-8=-61, 8-9=-51, 9-12=-61, 12-13=-51, 13-14=-51, 19-26=-20, 15-18=-20 Concentrated Loads(lb) Vert: 12=-0(F) 16=-2(F) 30=-210 33=-210 34=-0(F) 35=-0(F) 36=-0(F) 37=-3(F) 38=-3(F) 39=-3(F) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T04 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:282018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-kptFr0E9kVmHQBxl_WXtiQdf7CnrjaJU1yb_UMzNrdf Scale=1:70.2 0-1-150-1-150-1-150-1-15T1 T2 T3 T4 T5 B1 B3 B4 W3 W4 W5 W6 W5 W4W7 W8 W9 W10 W11 W1 W2 W13W12 B2 1 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 1221 22 23 24 25 26 27 28 29 30 31 32 6x6 5x6 5x6 5x6 3x4 3x10MT18H 1.5x4 5x8 1.5x4 3x4 4x4 4x8 2x4 3x8 4x4 2x4 3x5 3x4 7-6-9 7-6-9 14-7-7 7-0-14 21-8-4 7-0-14 23-4-4 1-8-0 26-8-0 3-3-12 31-6-4 4-10-4 34-10-0 3-3-12 -0-8-12 0-8-12 1-10-15 1-10-15 7-6-9 5-7-10 14-7-7 7-0-14 21-8-4 7-0-14 23-4-4 1-8-0 26-8-0 3-3-12 31-6-4 4-10-4 34-10-0 3-3-12 35-6-12 0-8-12 1-1-129-9-77-10-29-11-71-1-123-0-099-714.0012 PlateOffsets(X,Y)-- [2:0-2-0,0-0-12], [4:0-3-4,0-2-0], [6:0-3-0,0-1-0], [7:0-3-0,0-2-12], [9:0-3-8,0-2-4], [10:0-1-0,0-1-8], [14:0-2-0,0-2-0], [16:0-2-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.81 0.48 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.03 (loc) 19-20 16-18 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 213 lb FT= 14% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W5,W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-4-5 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 3-10-14 oc bracing. WEBS 1 Row at midpt 5-18, 6-16 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)15=1641/0-6-0(min. 0-3-9), 12=314/0-4-0(min. 0-1-8), 20=1222/0-6-0(min. 0-2-4)Max Horz20=265(LC 13) Max Uplift15=-404(LC 13), 12=-65(LC 12), 20=-141(LC 13) MaxGrav15=2282(LC 42), 12=456(LC 43), 20=1436(LC 43) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 3-22=-1497/336, 22-23=-1486/361, 4-23=-1436/388, 4-24=-1403/442, 24-25=-1404/441,25-26=-1404/441, 5-26=-1412/443, 5-27=-1412/443, 27-28=-1404/441, 6-28=-1404/442, 6-7=-1060/360, 10-32=-324/163, 10-12=-436/196 BOT CHORD 19-20=-342/840, 18-19=-251/943, 17-18=-147/735, 16-17=-147/735, 14-15=-2253/585, 8-14=-545/149 WEBS 3-19=-169/314, 4-19=-25/262, 4-18=-275/772, 5-18=-1371/451, 6-18=-285/1120, 6-16=-486/195, 14-16=-165/831, 7-14=-1257/309, 3-20=-1511/433 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-6-9,Exterior(2) 7-6-9 to 23-4-4, Interior(1) 23-4-4 to 35-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Bearing at joint(s) 12 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface. 10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 12 except(jt=lb)15=404, 20=141. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T04 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:282018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-kptFr0E9kVmHQBxl_WXtiQdf7CnrjaJU1yb_UMzNrdf NOTES- 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 145 lb up at 12-10-0, and 255 lb down and 145 lb up at 16-6-0 on top chord.The design/selection of suchconnection device(s)is the responsibility of others. LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51, 2-4=-51, 4-6=-61, 6-7=-51, 7-9=-61, 9-10=-51, 10-11=-51, 15-20=-20, 12-14=-20 Concentrated Loads(lb) Vert: 26=-210 27=-210 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T05 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:302018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-gC?0GhGQG60?gV585xZLnri?3?RABVjmUG45ZFzNrdd Scale=1:74.6 0-1-150-1-150-1-150-1-15T1 T2 T3 T4 T5 B1 B3 B4 W3 W4 W5 W6 W5 W4 W7 W8 W9 W10 W11 W1 W2 W13W12 B2 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 242526 27 28 29 30 31 32 33 8x8 5x6 5x6 5x6 4x6 3x4 3x10MT18H 1.5x4 5x8 1.5x4 3x4 4x4 4x8 2x4 3x8 4x4 2x4 3x5 8-11-12 8-11-12 14-7-7 5-7-11 20-3-2 5-7-11 21-11-2 1-8-0 26-8-0 4-8-14 30-1-2 3-5-2 34-10-0 4-8-14 -0-8-12 0-8-12 2-6-14 2-6-14 8-11-12 6-4-14 14-7-7 5-7-11 20-3-2 5-7-11 21-11-2 1-8-0 26-8-0 4-8-14 30-1-2 3-5-2 34-10-0 4-8-14 1-1-1211-5-79-6-211-7-71-1-123-0-011-5-714.0012 PlateOffsets(X,Y)-- [2:0-3-1,0-0-0], [4:0-6-4,0-3-4], [6:0-3-0,0-1-0], [7:0-3-0,0-2-12], [9:0-3-8,0-2-4], [10:0-2-8,0-1-8], [13:0-2-8,0-2-0], [15:0-2-0,0-1-8], [19:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.79 0.62 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.38 0.03 (loc) 18-19 18-19 14 l/defl >999 >839 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 233 lb FT= 14% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T1: 2x4SPF 1650F 1.5E,T2: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W8,W10,W11,W1,W2,W13,W12: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-8-2 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except: 9-4-8 oc bracing: 18-193-11-3 oc bracing: 13-14. WEBS 1 Row at midpt 5-17, 6-15, 7-15, 7-13 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)14=1657/0-6-0(min. 0-3-8), 11=242/0-4-0(min. 0-1-8), 19=1206/0-6-0(min. 0-2-4) Max Horz19=320(LC 13)Max Uplift14=-390(LC 13), 11=-48(LC 12), 19=-123(LC 16) MaxGrav14=2240(LC 42), 11=403(LC 43), 19=1437(LC 43) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-20=-261/0, 3-21=-1401/342, 21-22=-1307/367, 22-23=-1299/368, 4-23=-1292/395, 4-24=-1105/409, 24-25=-1106/408, 25-26=-1107/408, 5-26=-1115/410, 5-27=-1115/411, 27-28=-1107/408, 28-29=-1107/408, 6-29=-1106/409, 6-7=-1112/411, 10-33=-347/93, 10-11=-361/100 BOT CHORD 18-19=-374/938, 17-18=-256/855, 16-17=-169/727, 15-16=-169/727, 13-14=-2190/630, 8-13=-520/149 WEBS 3-18=-258/302, 4-18=-49/311, 4-17=-264/557, 5-17=-1149/383, 6-17=-253/840, 6-15=-259/157, 13-15=-191/802, 7-13=-1308/335, 9-13=-330/201, 3-19=-1547/442 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-5-5,Interior(1) 2-5-5 to 8-11-12,Exterior(2) 8-11-12 to 21-11-2, Interior(1) 21-11-2 to 34-8-4zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Bearing at joint(s) 11 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T05 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:302018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-gC?0GhGQG60?gV585xZLnri?3?RABVjmUG45ZFzNrdd NOTES- 10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 11 except(jt=lb) 14=390, 19=123. 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 145 lb up at 12-10-0, and 255 lb down and 145 lb upat 16-6-0 on top chord.The design/selection of suchconnection device(s)is the responsibility of others. LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51, 2-4=-51, 4-6=-61, 6-7=-51, 7-9=-61, 9-10=-51, 14-19=-20, 11-13=-20 Concentrated Loads(lb) Vert: 26=-210 27=-210 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T06 TrussType PiggybackBase Qty 2 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:322018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-cb6mhNHgokGjvoFXDMbpsGoJIp68fPo3yZZCe7zNrdb Scale=1:66.0 T1 T2 T4 B1 B3 B4 W3 W4 W5 W4 W6 W4 W8 W7 W9 W10 W1 W2 W12 W11 T3 B2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 2223 24 25 26 27 28 29 8x8 4x8 8x8 5x6 3x10MT18H 2x4 5x8 2x4 3x4 4x4 2x4 5x10 3x4 4x8 4x4 2x4 3x5 7-7-15 7-7-15 15-7-5 7-11-6 21-2-0 5-6-10 26-8-0 5-6-0 29-8-15 3-0-15 35-0-0 5-3-1 -0-8-12 0-8-12 1-10-14 1-10-14 7-7-15 5-9-1 15-7-5 7-11-6 21-2-0 5-6-10 26-8-0 5-6-0 29-8-15 3-0-15 35-0-0 5-3-1 1-1-1210-1-00-11-63-0-014.0012 PlateOffsets(X,Y)-- [2:0-2-0,0-0-12], [4:0-5-4,0-5-0], [9:0-2-12,0-3-8], [10:Edge,0-3-12], [13:0-2-8,0-2-0], [16:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.93 0.58 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.22 0.03 (loc) 16-17 16-17 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 221 lb FT= 14% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2,T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W5,W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-3-12 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except: 9-9-9 oc bracing: 17-184-0-7 oc bracing: 13-14. WEBS 1 Row at midpt 5-16, 6-15, 6-13 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)14=1705/0-6-0(min. 0-3-6), 11=226/0-6-0(min. 0-1-8), 18=1211/0-6-0(min. 0-2-3) Max Horz18=278(LC 13)Max Uplift14=-478(LC 13), 11=-80(LC 12), 18=-137(LC 13) MaxGrav14=2138(LC 38), 11=417(LC 39), 18=1399(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 3-19=-1371/341, 19-20=-1358/356, 4-20=-1254/395, 4-21=-1175/445, 21-22=-1175/445, 22-23=-1175/445, 5-23=-1175/445, 5-24=-1139/432, 6-24=-1139/432, 10-29=-354/114, 10-11=-367/126 BOT CHORD 17-18=-354/823, 16-17=-255/860, 15-16=-169/652, 13-14=-2089/587, 8-13=-553/156 WEBS 3-17=-189/302, 4-17=-11/308, 4-16=-276/486, 5-16=-1138/439, 6-16=-274/1023, 6-15=-256/159, 13-15=-198/739, 6-13=-1168/309, 9-13=-389/193, 3-18=-1496/450 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 33-11-13, Interior(1) 33-11-13 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-Cformembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 11 except(jt=lb) 14=478, 18=137.10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T06 TrussType PiggybackBase Qty 2 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:322018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-cb6mhNHgokGjvoFXDMbpsGoJIp68fPo3yZZCe7zNrdb NOTES- 11) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 255 lb down and 145 lb up at 12-10-0, and 255 lb down and 145 lb up at 16-6-0 on top chord.The design/selection of suchconnection device(s)is the responsibility of others. LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51, 2-4=-51, 4-9=-61, 9-10=-51, 14-18=-20, 11-13=-20 Concentrated Loads(lb) Vert: 23=-210 24=-210 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T07 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:332018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-4ng8vjIIZ1OaXyqjm362PTKT?DULOrVDADJlAazNrda Scale=1:73.1 T1 T2 T4 B1 W3 W4 W5 W4 W5 W4 W5 W4 W1 W2 W7 W6 T3 B1B2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 11 10 19 20 21 22 23 24 25 26 12 8x8 3x6 8x8 4x6 3x63x4 4x4 3x4 3x4 1.5x4 4x8 3x4 2x4 3x5 2x43x6 7-7-15 7-7-15 15-0-14 7-4-14 22-4-0 7-3-2 26-5-8 4-1-8 29-8-15 3-3-7 35-0-0 5-3-1 -0-8-12 0-8-12 1-10-14 1-10-14 7-7-15 5-9-1 15-0-14 7-4-14 22-4-0 7-3-2 29-8-15 7-4-14 35-0-0 5-3-1 1-1-1210-1-03-11-610-1-014.0012 PlateOffsets(X,Y)-- [2:0-3-9,0-0-8], [4:0-2-11,Edge], [8:0-2-11,Edge], [9:0-2-8,0-1-8], [13:0-1-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 1.00 0.46 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.22 0.04 (loc) 17-18 17-18 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2,T3: 2x4SPF 1650F 1.5E BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W3,W1,W2,W7,W6: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 5-13, 6-13, 8-11 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.All bearings 8-10-0 except(jt=length) 18=0-6-0, 12=0-3-8. (lb)-Max Horz18=330(LC 13)Max UpliftAll uplift 100 lb orless at joint(s) 18 except 11=-206(LC 13) MaxGravAllreactions 250 lb orless at joint(s) 12 except 11=1548(LC 38), 18=1271(LC 39), 10=329(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 3-19=-1302/218, 19-20=-1289/223, 4-20=-1184/272, 4-21=-1113/298, 21-22=-1113/298, 5-22=-1113/298, 5-6=-842/260, 6-7=-842/260, 7-23=-842/260, 23-24=-842/260,8-24=-842/260, 9-10=-278/30 BOT CHORD 17-18=-383/761, 16-17=-272/813, 15-16=-306/1113, 14-15=-306/1113, 13-14=-306/1113 WEBS 3-17=-252/288, 4-17=-27/288, 4-16=-212/497, 5-16=-245/256, 5-13=-455/108, 6-13=-608/232, 8-13=-299/1351, 8-11=-1493/306, 3-18=-1377/360 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 33-11-13, Interior(1) 33-11-13 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 18 except(jt=lb) 11=206. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T08 TrussType PiggybackBase Qty 4 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:352018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-0AovKPKY4feImG_5uU9WUuQrz03TsokWeXosESzNrdY Scale=1:74.1 T1 T2 T4 B1 B3 B4 B5 B6 W3 W4 W5 W4 W6 W4 W8 W7 W9 W10 W11 W1 W2 W13 W12 T3 B2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 8x8 3x6 6x6 3x6 2x4 2x4 6x8 3x5 4x6 4x6 2x4 3x4 4x4 3x4 3x4 4x8 3x4 3x4 2x4 3x5 4x6 7-7-15 7-7-15 14-6-4 6-10-5 22-1-4 7-7-1 28-0-0 5-10-12 29-8-15 1-8-15 33-2-0 3-5-1 35-0-0 1-10-0 -0-8-12 0-8-12 1-10-14 1-10-14 7-7-15 5-9-1 14-6-4 6-10-5 22-1-4 7-7-1 28-0-0 5-10-12 29-8-15 1-8-15 33-2-0 3-5-1 35-0-0 1-10-0 1-1-1210-1-03-11-61-0-010-1-014.0012 PlateOffsets(X,Y)-- [2:0-1-12,0-1-0], [4:0-2-11,Edge], [9:0-3-0,0-1-0], [12:0-2-0,0-1-0], [14:0-2-0,0-1-8], [16:0-2-8,0-2-12], [18:0-2-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.77 0.93 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.25 0.16 (loc) 21-22 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2: 2x4SPF 1650F 1.5E BOT CHORD2x4SPF No.2 *Except* B5: 2x4SPFStudWEBS2x4SPF No.2 *Except* W3,W8,W11,W1,W2,W13,W12: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 2-2-0 oc bracing.Except: 1 Row at midpt 8-16WEBS1 Row at midpt 5-20, 5-18, 6-16, 9-15 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)12=1346/0-6-0(min. 0-2-7), 22=1376/0-6-0(min. 0-2-6) Max Horz22=330(LC 13) Max Uplift12=-133(LC 12), 22=-120(LC 13)MaxGrav12=1567(LC 38), 22=1502(LC 38) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-3=-251/124, 3-23=-1619/256, 23-24=-1606/261, 4-24=-1501/310, 4-25=-1509/344, 25-26=-1509/344, 5-26=-1509/344, 5-27=-1436/330, 6-27=-1436/330, 6-7=-1111/272, 7-28=-1111/272, 8-28=-1111/272, 8-29=-1106/271, 9-29=-1106/271, 9-30=-1332/290, 10-30=-1369/270, 10-31=-709/169, 11-31=-739/163, 11-12=-1654/240 BOT CHORD 21-22=-399/833, 20-21=-293/1015, 19-20=-347/1509, 18-19=-347/1509, 8-16=-501/123, 15-16=-167/854, 14-15=-119/496, 13-14=-945/169, 10-14=-963/200 WEBS 3-21=-226/321, 4-21=-30/260, 4-20=-244/861, 5-20=-565/283, 16-18=-292/1314, 6-16=-594/149, 9-16=-250/1200, 10-15=-136/571, 3-22=-1560/397, 11-13=-191/1149 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 33-11-13,Interior(1) 33-11-13 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 12=133, 22=120.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T09 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:362018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-VMMHXlKBryn9OQYISCgl16y_8QWNbFmfsBXPnuzNrdX Scale=1:75.3 T1 T2 T4 B1 B3 B4 B5 B6 W3 W4 W5 W4 W6 W4 W8 W7 W9 W10 W11 W1 W2 W14 T3 B2 W13 W12 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 8x8 3x6 5x8 4x6 3x6 2x4 2x4 6x8 4x6 2x43x4 4x4 3x4 3x4 4x8 3x4 4x4 2x4 3x5 5x8 3x5 7-7-15 7-7-15 14-6-4 6-10-5 22-1-4 7-7-1 28-0-0 5-10-12 31-4-12 3-4-12 33-2-0 1-9-4 35-0-0 1-10-0 -0-8-12 0-8-12 1-10-14 1-10-14 7-7-15 5-9-1 14-6-4 6-10-5 22-1-4 7-7-1 28-0-0 5-10-12 31-4-12 3-4-12 33-2-0 1-9-4 35-0-0 1-10-0 1-1-1210-1-08-7-01-0-010-1-014.0012 5.0012 PlateOffsets(X,Y)-- [2:0-1-12,0-1-0], [4:0-2-11,Edge], [9:0-6-0,0-2-8], [11:0-3-0,0-1-12], [12:0-1-12,0-1-8], [14:0-5-8,0-2-8], [15:0-1-12,0-1-12], [16:0-2-8,0-2-12], [18:0-1-8,0-1-12] LOADING (psf) TCLL TCDL BCLLBCDL 20.0 10.0 0.010.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncrCode 2-0-0 1.15 1.15 YESIBC2012/TPI2007 CSI. TC BC WBMatrix-MSH 0.94 0.50 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.27 0.10 (loc) 18-20 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W3,W8,W1,W2,W13: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied, except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except: 8-1-12 oc bracing: 21-229-5-12 oc bracing: 18-20. 1 Row at midpt 8-16, 10-14 WEBS 1 Row at midpt 5-20, 5-18, 6-16, 9-15, 11-12 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)22=1378/0-6-0(min. 0-2-6), 12=1361/0-6-0(min. 0-2-8)Max Horz22=338(LC 13) Max Uplift22=-137(LC 13), 12=-277(LC 13) MaxGrav22=1520(LC 38), 12=1590(LC 38) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-252/127, 3-23=-1640/264, 23-24=-1627/269, 4-24=-1522/318, 4-25=-1539/354, 25-26=-1539/354, 5-26=-1539/354, 5-27=-1456/345, 27-28=-1456/345, 6-28=-1456/345, 6-7=-1103/291, 7-29=-1103/291, 8-29=-1103/291, 8-9=-1103/291, 9-30=-658/236, 10-30=-678/231, 10-11=-335/207, 11-12=-1529/299 BOT CHORD 21-22=-511/991, 20-21=-327/1028, 19-20=-382/1539, 18-19=-382/1539, 8-16=-417/135, 15-16=-190/597, 14-15=-142/299, 10-14=-1379/332 WEBS 3-21=-231/324, 4-21=-31/260, 4-20=-250/891, 5-20=-589/287, 16-18=-342/1382, 6-16=-645/115, 9-16=-258/1354, 9-15=-1135/254, 10-15=-227/1264, 3-22=-1541/405, 11-14=-321/1384 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-3-4,Interior(1) 2-3-4 to 7-7-15,Exterior(2) 7-7-15 to 34-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T09 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:362018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-VMMHXlKBryn9OQYISCgl16y_8QWNbFmfsBXPnuzNrdX NOTES- 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 22=137, 12=277. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T10 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:382018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-RkU1yRMRNa1sdjigZciD6X1QWDC53AEyKV0WrnzNrdV Scale=1:76.8 0-1-150-1-15T1 T2 T3 T4 T5 B1 W3 W4 W5 W6 W5 W7 W8W9 W10 W11 W10 W12 W1 W2 W14 W13 B3B2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 34 6x6 5x12 5x6 3x63x4 4x4 4x8 1.5x4 1.5x4 3x5 8x8 1.5x4 5x8 5x6 3x6 3x6 3x4 5x6 3x6 7-9-2 7-9-2 12-8-9 4-11-7 17-8-0 4-11-7 18-7-1 0-11-1 24-4-11 5-9-10 30-2-6 5-9-10 35-0-0 4-9-10 -0-8-12 0-8-12 4-0-5 4-0-5 7-9-2 3-8-13 12-8-9 4-11-7 17-8-0 4-11-7 18-7-1 0-11-1 24-4-11 5-9-10 30-2-6 5-9-10 35-0-0 4-9-10 1-1-1210-0-710-7-08-7-010-7-014.0012 5.0012 PlateOffsets(X,Y)-- [4:0-3-15,0-3-0], [7:0-4-0,0-1-13], [9:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.56 0.49 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.23 0.07 (loc) 16-18 19-20 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W3,W1,W2: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-3-9 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-9-11 oc bracing. WEBS 1 Row at midpt 5-18, 6-18, 6-16, 6-15, 7-13, 8-13, 9-12,3-20, 10-11 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)20=1372/0-6-0(min. 0-2-7), 11=1345/0-6-0(min. 0-2-7) Max Horz20=338(LC 13) Max Uplift20=-129(LC 13), 11=-259(LC 13)MaxGrav20=1537(LC 42), 11=1555(LC 42) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-21=-441/163, 21-22=-348/169, 3-22=-332/181, 3-23=-1615/335, 23-24=-1593/346, 4-24=-1546/367, 4-25=-1484/352, 25-26=-1484/352, 5-26=-1484/352, 5-27=-1484/352, 6-27=-1484/352, 6-7=-1687/404, 7-28=-1262/344, 8-28=-1262/344, 8-29=-1262/344, 29-30=-1262/344, 30-31=-1262/344, 31-32=-1262/344, 9-32=-1262/344, 9-33=-677/267, 33-34=-704/258, 10-34=-724/247, 2-20=-462/194, 10-11=-1519/300 BOT CHORD 19-20=-436/985, 18-19=-332/1047, 17-18=-360/1558, 16-17=-360/1558, 15-16=-359/1557, 14-15=-345/1486, 13-14=-345/1486, 12-13=-192/664 WEBS 4-19=-115/328, 4-18=-232/964, 5-18=-608/168, 6-15=-734/168, 7-15=-139/932, 7-13=-456/98, 8-13=-548/191, 9-13=-224/1216, 9-12=-1079/294, 3-20=-1428/157, 10-12=-240/1356 NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-9-4,Interior(1) 2-9-4 to 7-9-2,Exterior(2) 7-9-2 to 11-3-2, Interior(1) 17-8-0 to 30-2-6,Exterior(2) 30-2-6 to 33-8-6zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 20=129, 11=259.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T10 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:382018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-RkU1yRMRNa1sdjigZciD6X1QWDC53AEyKV0WrnzNrdV NOTES- 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T11 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:392018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vx1P9mN38t9jFtHt7KDSfkaV_dXCobg5Z9m3NDzNrdU Scale=1:69.3 0-1-150-1-15T1 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W8 W10 W1 W2 W12 W11 B3B2 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 316x65x10 5x6 3x4 3x64x43x5 3x4 8x8 1.5x4 5x8 5x6 4x8 3x4 5x6 3x6 6-4-0 6-4-0 13-8-0 7-4-0 18-7-1 4-11-1 24-4-11 5-9-10 30-2-6 5-9-10 35-0-0 4-9-10 -0-8-12 0-8-12 6-4-0 6-4-0 13-8-0 7-4-0 18-7-1 4-11-1 24-4-11 5-9-10 30-2-6 5-9-10 35-0-0 4-9-10 1-1-128-4-710-7-08-7-010-7-014.0012 5.0012 PlateOffsets(X,Y)-- [2:0-1-12,0-1-12], [3:0-3-15,0-3-0], [4:0-7-12,0-2-8], [5:0-4-0,0-1-13], [7:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.90 0.49 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.26 0.05 (loc) 15-16 15-16 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2: 2x4SPF 2100F 1.8E,T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W1: 2x6SPF No.2, W2: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 7-6-2 oc bracing. WEBS 1 Row at midpt 4-13, 5-11, 6-11, 7-10, 8-9 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)17=1363/0-6-0(min. 0-2-7), 9=1327/0-6-0(min. 0-2-5)Max Horz17=345(LC 13) Max Uplift17=-216(LC 16), 9=-203(LC 13) MaxGrav17=1551(LC 43), 9=1458(LC 42) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-18=-1601/228, 18-19=-1587/234, 19-20=-1501/259, 3-20=-1479/284, 3-21=-1663/358,21-22=-1663/358, 22-23=-1663/358, 4-23=-1664/358, 4-24=-1506/346, 5-24=-1489/368, 5-25=-1166/337, 25-26=-1166/337, 6-26=-1166/337, 6-27=-1166/337, 27-28=-1166/337, 28-29=-1166/337, 7-29=-1166/337, 7-30=-630/264, 30-31=-657/255, 8-31=-678/244, 2-17=-1502/282, 8-9=-1421/313 BOT CHORD 16-17=-612/721, 15-16=-388/1013, 14-15=-434/1653, 13-14=-434/1653, 12-13=-355/1323, 11-12=-355/1323, 10-11=-198/620 WEBS 3-15=-206/958, 4-15=-576/228, 4-13=-631/214, 5-13=-129/637, 5-11=-381/131, 6-11=-564/192, 7-11=-207/1111, 7-10=-1002/302, 2-16=-199/944, 8-10=-247/1266 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-9-4,Interior(1) 2-9-4 to 6-4-0,Exterior(2) 6-4-0 to 9-10-0, Interior(1) 13-8-0 to 30-2-6,Exterior(2) 30-2-6 to 33-8-6zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 17=216, 9=203.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T12 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:412018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-rJ9AaSOJgVPRUBRFElGwk9fv5RE7GWuO0TFAS6zNrdS Scale=1:69.3 0-1-150-1-15T1 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W10 W12 W1 W2 W14 W13 B3B2 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 6x6 5x8 5x6 3x4 3x64x44x43x4 4x4 3x4 8x8 1.5x4 4x8 4x6 6x8 3x4 5x6 3x6 4-10-14 4-10-14 9-8-0 4-9-2 14-1-8 4-5-8 18-7-1 4-5-8 24-4-11 5-9-10 30-2-6 5-9-10 35-0-0 4-9-10 -0-8-12 0-8-12 4-10-14 4-10-14 9-8-0 4-9-2 14-1-8 4-5-8 18-7-1 4-5-8 24-4-11 5-9-10 30-2-6 5-9-10 35-0-0 4-9-10 1-1-126-8-710-7-08-7-010-7-014.0012 5.0012 PlateOffsets(X,Y)-- [2:Edge,0-1-5], [3:0-3-15,0-3-0], [4:0-6-0,0-2-8], [6:0-4-0,0-1-13], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.67 0.40 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.18 0.06 (loc) 16 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W3,W5,W1,W2: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-9-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-2-4 oc bracing. WEBS 1 Row at midpt 5-14, 6-12, 7-12, 8-11, 9-10 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)19=1347/0-6-0(min. 0-2-8), 10=1319/0-6-0(min. 0-2-3)Max Horz19=350(LC 13) Max Uplift19=-215(LC 16), 10=-210(LC 13) MaxGrav19=1603(LC 43), 10=1388(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-20=-1594/227, 20-21=-1403/246, 21-22=-1381/246, 3-22=-1357/266, 3-23=-1544/331,23-24=-1544/331, 24-25=-1544/331, 4-25=-1544/331, 4-26=-1577/341, 26-27=-1511/350, 5-27=-1480/352, 5-28=-1348/340, 6-28=-1294/360, 6-29=-1082/333, 7-29=-1082/333, 7-30=-1082/333, 30-31=-1082/333, 31-32=-1082/333, 8-32=-1082/333, 8-33=-591/262, 33-34=-618/253, 9-34=-639/242, 2-19=-1558/267, 9-10=-1350/309 BOT CHORD 18-19=-524/573, 17-18=-413/923, 16-17=-463/1528, 15-16=-421/1402, 14-15=-421/1402, 13-14=-349/1196, 12-13=-349/1196, 11-12=-196/583 WEBS 3-17=-178/1027, 4-17=-719/198, 4-16=-277/126, 5-16=-56/303, 5-14=-600/224, 6-14=-138/640, 6-12=-449/130, 7-12=-560/191, 8-12=-203/1015, 8-11=-935/300, 2-18=-142/871, 9-11=-244/1190 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 2-9-4,Interior(1) 2-9-4 to 4-10-14,Exterior(2) 4-10-14 to 8-4-14, Interior(1) 9-8-0 to 30-2-6,Exterior(2) 30-2-6 to 33-8-6zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)19=215, 10=210. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T12 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:412018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-rJ9AaSOJgVPRUBRFElGwk9fv5RE7GWuO0TFAS6zNrdS LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T13 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:422018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-JWjYooPxRoXI6L0SoSn9GNC6irYm?xhYF7_j_YzNrdR Scale=1:75.9 0-1-150-1-15T1 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W10 W12 W13 W14 W1 W2 W16 W15 B3B2 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 2627 28 29 30 31 32 33 6x6 5x12 5x6 3x4 3x63x55x63x4 4x4 3x4 8x8 1.5x4 4x8 3x4 3x4 4x6 5x6 3x4 4x6 3x6 3-5-11 3-5-11 5-8-0 2-2-5 12-1-8 6-5-8 18-7-1 6-5-8 24-4-11 5-9-10 30-2-6 5-9-10 35-5-7 5-3-1 41-0-0 5-6-9 -0-8-12 0-8-12 3-5-11 3-5-11 5-8-0 2-2-5 12-1-8 6-5-8 18-7-1 6-5-8 24-4-11 5-9-10 30-2-6 5-9-10 35-5-7 5-3-1 41-0-0 5-6-9 1-1-125-0-710-7-06-1-010-7-014.0012 5.0012 PlateOffsets(X,Y)-- [2:0-3-0,0-2-1], [3:0-3-15,0-3-0], [6:0-4-0,0-1-13], [8:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.55 0.57 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.10 (loc) 16-18 16-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W3,W4,W5,W1,W2,W16: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-1-4 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 9-0-8 oc bracing. WEBS 1 Row at midpt 5-16, 6-15, 7-15, 8-13, 9-12, 10-11 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)21=1552/0-6-0(min. 0-3-0), 11=1512/0-6-0(min. 0-2-11)Max Horz21=242(LC 13) Max Uplift21=-231(LC 16), 11=-193(LC 13) MaxGrav21=1923(LC 43), 11=1731(LC 43) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-1862/275, 3-22=-1806/310, 4-22=-1806/310, 4-23=-2235/368, 23-24=-2172/370,5-24=-2065/388, 5-25=-1885/391, 6-25=-1759/419, 6-26=-1576/418, 26-27=-1576/418, 7-27=-1576/418, 7-28=-1576/418, 28-29=-1576/418, 8-29=-1576/418, 8-30=-1356/371, 30-31=-1408/350, 9-31=-1427/350, 9-32=-1005/276, 32-33=-1089/262, 10-33=-1162/253, 2-21=-1884/287, 10-11=-1680/321 BOT CHORD 20-21=-329/357, 19-20=-351/1137, 18-19=-418/1767, 17-18=-425/1998, 16-17=-425/1998, 15-16=-337/1609, 14-15=-255/1256, 13-14=-255/1256, 12-13=-221/1006 WEBS 3-20=-266/57, 3-19=-187/1515, 4-19=-1265/229, 4-18=-54/286, 5-16=-598/230, 6-16=-103/578, 7-15=-561/190, 8-15=-135/721, 8-13=-401/117, 9-13=-64/605, 9-12=-964/257, 2-20=-120/1068, 10-12=-246/1460 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-8-12 to 5-8-0,Interior(1) 5-8-0 to 18-7-1,Exterior(2) 18-7-1 to 34-3-9, Interior(1) 34-3-9 to 40-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)21=231, 11=193. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T13 TrussType PiggybackBase Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:432018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-niHw?8QaC6f9jVbeMAIOpalHSEu?kOxhTnkHW_zNrdQ LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T14 TrussType Hip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:442018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-GurICURCzQn0LeAqwtpdMoHO1eDuTueqiRTq3RzNrdP Scale=1:82.8 0-1-100-1-10T2 T3 T4 B1 W3 W4 W5 W6 W7 W8 W7 W9 W10 W1 W2 W12 W11 T1 B1B2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 3x6 6x6 5x6 3x5 3x6 3x4 3x10 3x4 3x4 3x4 3x8 3x4 4x6 5x6 3x4 4x6 3x6 7-3-3 7-3-3 14-2-13 6-11-11 21-2-8 6-11-11 27-6-15 6-4-7 34-1-11 6-6-13 41-0-0 6-10-5 -1-7-12 1-7-12 7-3-3 7-3-3 14-2-13 6-11-11 21-2-8 6-11-11 27-6-15 6-4-7 34-1-11 6-6-13 41-0-0 6-10-5 2-10-111-6-811-8-26-1-011-6-85.0012 PlateOffsets(X,Y)-- [2:0-2-12,0-2-8], [10:Edge,0-1-8], [17:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.82 0.59 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.09 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 224 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except* W3,W1,W12: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-9-11 oc bracing. WEBS 1 Row at midpt 5-14, 6-12, 8-11, 9-10 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)18=1560/0-6-0(min. 0-2-14), 10=1477/0-6-0(min. 0-2-15)Max Horz18=244(LC 13) Max Uplift18=-275(LC 16), 10=-175(LC 17) MaxGrav18=1827(LC 39), 10=1871(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-19=-2173/296, 3-19=-2108/301, 3-4=-2047/318, 4-20=-2299/370, 5-20=-2109/399,5-21=-1873/395, 6-21=-1747/424, 6-22=-1409/417, 22-23=-1409/417, 23-24=-1409/417, 7-24=-1409/417, 7-25=-1487/404, 25-26=-1525/390, 8-26=-1647/377, 8-27=-1247/307, 27-28=-1421/289, 9-28=-1438/276, 2-18=-1761/389, 9-10=-1810/337 BOT CHORD 17-18=-285/261, 16-17=-443/1946, 15-16=-422/2037, 14-15=-422/2037, 13-14=-323/1609, 12-13=-323/1609, 11-12=-246/1248 WEBS 4-17=-544/162, 5-16=0/252, 5-14=-668/240, 6-14=-105/656, 6-12=-468/140, 7-12=-30/277, 8-12=-37/425, 8-11=-929/258, 2-17=-199/2017, 9-11=-252/1626 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-5-7,Interior(1) 2-5-7 to 21-2-8,Exterior(2) 21-2-8 to 33-4-8, Interior(1) 33-4-8 to 40-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 18=275, 10=175. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T15 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:452018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-k5PhQqRqkjvtzok0TbKsu?qco2Z2CGD_x5DObtzNrdO Scale=1:85.2 0-1-100-1-10T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W8 W10 W11W12 W13 W14 W1 W2 W16 W15 T1 B1B2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 1514 13 12 23 24 25 26 27 28 29 3031 3x6 6x6 6x8 5x6 3x4 3x6 3x4 3x10 3x4 3x4 3x4 1.5x4 3x8 1.5x4 3x8 3x4 4x6 4x6 3x4 4x6 3x6 6-7-3 6-7-3 12-10-13 6-3-11 19-2-8 6-3-11 23-1-0 3-10-8 26-11-8 3-10-8 28-3-3 1-3-12 34-5-14 6-2-10 41-0-0 6-6-2 -1-7-12 1-7-12 6-7-3 6-7-3 12-10-13 6-3-11 19-2-8 6-3-11 23-1-0 3-10-8 26-11-8 3-10-8 28-3-3 1-3-12 34-5-14 6-2-10 41-0-0 6-6-2 2-10-110-8-811-4-106-1-010-8-85.0012 PlateOffsets(X,Y)-- [8:0-2-12,0-2-0], [21:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.62 0.53 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.30 0.09 (loc) 18 18-20 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 264 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except* W3,W1,W2,W16: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-6-8 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 9-1-3 oc bracing. WEBS 1 Row at midpt 5-18, 6-17, 7-17, 8-15, 8-14, 10-13, 11-12 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)22=1568/0-6-0(min. 0-2-12), 12=1483/0-6-0(min. 0-2-9)Max Horz22=246(LC 13) Max Uplift22=-261(LC 16), 12=-167(LC 17) MaxGrav22=1738(LC 2), 12=1626(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-23=-1955/266, 3-23=-1896/277, 3-4=-1842/292, 4-24=-2109/350, 5-24=-1925/377,5-25=-1794/380, 25-26=-1717/393, 6-26=-1715/406, 6-27=-1571/411, 7-27=-1574/410, 7-28=-1575/410, 8-28=-1572/410, 8-9=-1405/399, 9-29=-1398/375, 10-29=-1479/350, 10-30=-1069/282, 30-31=-1084/279, 11-31=-1216/265, 2-22=-1677/377, 11-12=-1568/313 BOT CHORD 21-22=-280/252, 20-21=-418/1750, 19-20=-401/1859, 18-19=-401/1859, 17-18=-323/1583, 16-17=-274/1417, 15-16=-274/1417, 14-15=-273/1417, 13-14=-225/1066 WEBS 4-21=-557/155, 5-18=-582/210, 6-18=-102/559, 7-17=-417/132, 8-17=-109/527, 8-14=-1043/249, 9-14=-184/854, 10-14=-30/451, 10-13=-831/249, 2-21=-189/1844, 11-13=-230/1425 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-5-7,Interior(1) 2-5-7 to 19-2-8,Exterior(2) 19-2-8 to 23-1-0, Interior(1) 26-11-8 to 40-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 22=261, 12=167.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T16 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:472018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-gTWRrWT4GL9bC6uPb?NKzQvzLsCHgAzHOPiUfmzNrdM Scale=1:79.9 0-1-100-1-10T2 T3 T4 T5 B1 B4 B5 W3 W4 W5 W6 W7 W8 W9 W8 W10 W11 W12 W13 W15 W14 W16W1 W2 W18 W17 T1 B3B212 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 3x6 6x6 6x8 5x6 8x12MT18H 4x6 4x6 2x4 3x4 3x4 5x6 3x4 3x4 3x4 1.5x4 3x8 1.5x4 4x8 5x12 4x4 5x8 5x6 3x6 5-11-3 5-11-3 11-6-13 5-7-11 17-2-8 5-7-11 21-1-0 3-10-8 24-11-8 3-10-8 28-3-3 3-3-12 32-4-0 4-0-13 36-3-4 3-11-4 40-6-0 4-2-12 -1-7-12 1-7-12 5-11-3 5-11-3 11-6-13 5-7-11 17-2-8 5-7-11 21-1-0 3-10-8 24-11-8 3-10-8 28-3-3 3-3-12 32-4-0 4-0-13 36-3-4 3-11-4 40-6-0 4-2-12 0-10-17-10-89-4-1011-4-106-3-82-0-09-10-85.0012 PlateOffsets(X,Y)-- [8:0-2-12,0-2-0], [25:0-1-12,0-0-0], [25:Edge,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.56 0.74 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.43 0.19 (loc) 21 21-23 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 247 lb FT= 20% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except* W3,W4,W5,W15,W14,W1,W18,W17: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-11-1 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 7-10-9 oc bracing. WEBS 1 Row at midpt 6-19, 8-17, 10-17, 11-14, 12-13 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)25=1554/0-6-0(min. 0-2-12), 13=1462/MechanicalMax Horz25=234(LC 15) Max Uplift25=-328(LC 16), 13=-176(LC 16) MaxGrav25=1752(LC 41), 13=1606(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-26=-3110/510, 3-26=-3046/513, 3-4=-2996/526, 4-27=-2857/513, 5-27=-2692/527,5-28=-2318/457, 28-29=-2256/467, 6-29=-2247/480, 6-30=-2137/460, 7-30=-2138/460, 7-31=-2138/460, 8-31=-2136/461, 8-9=-1677/395, 9-10=-1679/387, 10-32=-1520/328, 11-32=-1566/314, 11-12=-881/237, 2-25=-1682/370, 12-13=-1567/297 BOT CHORD 24-25=-300/447, 23-24=-561/2812, 22-23=-523/2561, 21-22=-523/2561, 20-21=-429/2074, 19-20=-429/2074, 18-19=-403/1999, 17-18=-403/2000, 16-17=-294/1409, 10-16=-447/122 WEBS 4-23=-285/107, 5-23=0/307, 5-21=-764/197, 6-21=-80/627, 7-19=-426/131, 8-19=-120/379, 8-17=-1249/319, 9-17=-196/1052, 10-17=-56/302, 14-16=-203/857, 11-16=-191/1134, 11-14=-1461/362, 2-24=-333/2472, 12-14=-236/1370 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-4-14,Interior(1) 2-4-14 to 17-2-8,Exterior(2) 17-2-8 to 21-1-0, Interior(1) 24-11-8 to 40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9) Refer to girder(s) for truss to trussconnections. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T16 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:472018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-gTWRrWT4GL9bC6uPb?NKzQvzLsCHgAzHOPiUfmzNrdM NOTES- 10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 25=328, 13=176. 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T17 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:492018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-cseBGBVKnyPJRQ2oiQPo3r?IFfus875ZsjBbkezNrdK Scale=1:79.9 0-1-100-1-10T2 T3 T4 T5 B1 B4 B5 W3 W4 W5 W6 W7 W8 W9 W8 W10 W11 W12 W13 W15 W14 W16 W18 W17W1 W2 T1 B3B212 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 3233 34 35 3x6 6x6 6x8 5x6 8x12MT18H 4x6 4x6 2x4 3x4 3x4 6x6 3x4 3x4 3x4 3x8 1.5x4 1.5x4 3x8 5x12 4x4 5x8 5x6 3x6 5-3-3 5-3-3 10-2-13 4-11-11 15-2-8 4-11-11 19-1-0 3-10-8 22-11-8 3-10-8 28-3-3 5-3-12 32-4-0 4-0-13 36-3-4 3-11-4 40-6-0 4-2-12 -1-7-12 1-7-12 5-3-3 5-3-3 10-2-13 4-11-11 15-2-8 4-11-11 19-1-0 3-10-8 22-11-8 3-10-8 28-3-3 5-3-12 32-4-0 4-0-13 36-3-4 3-11-4 40-6-0 4-2-12 0-10-17-0-89-4-1011-4-106-3-82-0-09-0-85.0012 PlateOffsets(X,Y)-- [8:0-2-12,0-2-0], [25:0-1-12,0-0-0], [25:Edge,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.59 0.73 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.20 (loc) 19 19-21 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 239 lb FT= 20% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W8,W11,W12,W13,W16,W2: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-11-4 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 7-9-8 oc bracing. WEBS 1 Row at midpt 8-17, 10-17, 11-14, 12-13 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)25=1557/0-6-0(min. 0-2-13), 13=1458/MechanicalMax Horz25=234(LC 15) Max Uplift25=-328(LC 16), 13=-176(LC 16) MaxGrav25=1790(LC 41), 13=1606(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-26=-3110/505, 3-26=-3042/507, 3-4=-3008/518, 4-27=-2933/515, 5-27=-2859/535,5-28=-2475/481, 28-29=-2428/488, 6-29=-2414/501, 6-30=-2393/495, 7-30=-2395/494, 7-31=-2395/494, 8-31=-2393/495, 8-32=-1703/363, 32-33=-1656/366, 9-33=-1642/382, 9-34=-1594/389, 10-34=-1681/378, 10-35=-1519/331, 11-35=-1566/315, 11-12=-881/235, 12-13=-1567/299, 2-25=-1724/368 BOT CHORD 24-25=-290/407, 23-24=-576/2808, 22-23=-556/2640, 21-22=-556/2640, 20-21=-474/2230, 19-20=-474/2230, 18-19=-476/2340, 17-18=-474/2341, 16-17=-296/1407, 10-16=-449/117 WEBS 5-21=-633/165, 6-21=-62/535, 6-19=-70/369, 7-19=-426/128, 8-17=-1354/339, 9-17=-164/982, 10-17=-59/316, 14-16=-206/857, 11-16=-192/1132, 11-14=-1461/365, 12-14=-239/1371, 2-24=-355/2478 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-4-14,Interior(1) 2-4-14 to 15-2-8,Exterior(2) 15-2-8 to 19-1-0, Interior(1) 22-11-8 to 40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated.8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9) Refer to girder(s) for truss to trussconnections.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T17 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:492018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-cseBGBVKnyPJRQ2oiQPo3r?IFfus875ZsjBbkezNrdK NOTES- 10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 25=328, 13=176. 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T18 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:512018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-YFmygtWbJZg0hjCAqrRG8G4Y9Takc01sJ1gioXzNrdI Scale=1:77.8 0-1-100-1-10T2 T3 T4 T5 B1 B4 B5 W3 W4 W5 W6 W7 W8 W9 W8 W10 W11 W12 W13 W15 W14 W16W1 W2 W18 W17 T1 B3B212 3 4 5 6 7 8 9 10 11 12 25 24 23 22 21 2019 18 17 16 15 14 13 26 27 28 29 3031 32 33 3x6 6x6 5x10 5x6 8x12MT18H 4x6 4x6 2x4 3x4 3x4 5x6 3x4 3x4 3x4 3x8 1.5x4 1.5x4 3x10 5x12 4x4 5x8 5x6 3x6 4-7-3 4-7-3 8-10-13 4-3-11 13-2-8 4-3-11 17-1-0 3-10-8 20-11-8 3-10-8 28-3-3 7-3-12 32-4-0 4-0-13 36-3-4 3-11-4 40-6-0 4-2-12 -1-7-12 1-7-12 4-7-3 4-7-3 8-10-13 4-3-11 13-2-8 4-3-11 17-1-0 3-10-8 20-11-8 3-10-8 28-3-3 7-3-12 32-4-0 4-0-13 36-3-4 3-11-4 40-6-0 4-2-12 0-10-16-2-89-4-1011-4-106-3-82-0-082-85.0012 PlateOffsets(X,Y)-- [8:0-5-0,0-2-0], [25:0-1-12,0-0-0], [25:Edge,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.95 0.77 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.52 0.22 (loc) 18-19 17-18 13 l/defl >999 >931 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 232 lb FT= 20% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T4: 2x4SPF 1650F 1.5E BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W11,W12,W13,W16,W2: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 7-8-15 oc bracing. WEBS 1 Row at midpt 8-17, 11-14, 12-13 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)25=1561/0-6-0(min. 0-2-14), 13=1454/Mechanical Max Horz25=234(LC 15)Max Uplift25=-328(LC 16), 13=-176(LC 16) MaxGrav25=1842(LC 41), 13=1606(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-26=-3065/488, 3-26=-2982/506, 3-4=-2980/530, 4-5=-2854/541, 5-27=-2621/502, 6-27=-2569/520, 6-28=-2666/532, 7-28=-2669/532, 7-29=-2668/531, 8-29=-2665/532,8-30=-1736/350, 30-31=-1650/352, 9-31=-1642/369, 9-32=-1597/381, 10-32=-1685/369, 10-33=-1517/327, 11-33=-1565/312, 11-12=-881/234, 2-25=-1778/366, 12-13=-1567/296 BOT CHORD 24-25=-279/370, 23-24=-584/2752, 22-23=-582/2692, 21-22=-582/2692, 20-21=-511/2377, 19-20=-511/2377, 18-19=-541/2726, 17-18=-539/2729, 16-17=-291/1404, 10-16=-455/109 WEBS 3-24=-264/111, 5-21=-487/131, 6-21=-42/433, 6-19=-94/533, 7-19=-422/120, 8-17=-1563/383, 9-17=-129/909, 10-17=-66/363, 14-16=-207/855, 11-16=-188/1127, 11-14=-1461/363, 2-24=-371/2439, 12-14=-236/1372 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-4-14,Interior(1) 2-4-14 to 13-2-8,Exterior(2) 13-2-8 to 17-1-0, Interior(1) 20-11-8 to 40-4-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)All plates areMT20 plates unless otherwiseindicated. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9) Refer to girder(s) for truss to trussconnections.10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 25=328, 13=176.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T18 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:512018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-YFmygtWbJZg0hjCAqrRG8G4Y9Takc01sJ1gioXzNrdI NOTES- 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T19 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:532018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Vdui5ZYrrBwkw1MZxGTkDh9vDGHI4ws9nL9ptPzNrdG Scale=1:79.6 0-1-100-1-100-1-100-1-10T1 T2 T3 T4 T5 B1 B4 B5 W1 W2 W3 W4 W5 W4 W6 W7 W8 W9 W10 W11 W12 W13 W15 W14 W16 W18 W17B3B2 HW1 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 31 32 33 34 35 36 37 38 39 40 41 42 8x8 6x8 6x6 6x8 3x5 4x8 2x4 2x4 3x4 3x4 2x4 4x4 4x8 2x4 2x4 4x6 4x6 4x6 4x4 5x8 5x12 5x6 6x8 5x6 5x8 5-9-0 5-9-0 11-2-8 5-5-8 15-1-0 3-10-8 18-11-8 3-10-8 23-3-8 4-4-0 27-7-8 4-4-0 28-10-15 1-3-7 32-4-0 3-5-1 36-3-4 3-11-4 40-6-0 4-2-12 -1-7-12 1-7-12 5-9-0 5-9-0 11-2-8 5-5-8 15-1-0 3-10-8 18-11-8 3-10-8 23-3-8 4-4-0 27-7-8 4-4-0 28-10-15 1-3-7 32-4-0 3-5-1 36-3-4 3-11-4 40-6-0 4-2-12 0-10-15-4-88-11-1311-1-76-3-82-0-010-11-135.0012 PlateOffsets(X,Y)-- [5:0-4-2,Edge], [7:0-2-12,0-3-0], [10:0-6-0,0-1-5], [14:Edge,0-1-8], [17:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.85 0.63 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.51 0.18 (loc) 21 21 14 l/defl >999 >940 n/a L/d 240 180 n/a PLATES MT20 Weight: 284 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2,T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 *Except* B1: 2x6SP 2400F 2.0E,B3,B2: 2x6SPF No.2WEBS2x4SPFStud*Except* W9,W10,W11,W12,W13,W16: 2x4SPF No.2 SLIDER Left 2x4SPFStud 1-6-0 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 9-3-8 oc bracing. WEBS 1 Row at midpt 7-20, 8-19, 9-18, 10-17, 12-15, 13-14 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=1566/0-6-0(min. 0-1-10), 14=1465/Mechanical Max Horz2=230(LC 15)Max Uplift2=-324(LC 16), 14=-167(LC 16) MaxGrav2=1957(LC 43), 14=1892(LC 43) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-1416/149, 3-31=-3281/516, 31-32=-3258/522, 4-32=-3149/537, 4-33=-3073/517, 33-34=-2992/526, 5-34=-2986/539, 5-6=-3222/588, 6-35=-3220/585, 35-36=-3220/585, 7-36=-3220/586, 7-37=-2853/474, 8-37=-2737/477, 8-38=-2065/383, 38-39=-1981/392, 9-39=-1968/399, 9-10=-1723/376, 10-11=-1797/392, 11-40=-1703/333, 12-40=-1812/326, 12-41=-918/238, 41-42=-978/230, 13-42=-1037/221, 13-14=-1851/301 BOT CHORD 2-26=-619/2952, 25-26=-619/2952, 24-25=-569/2759, 23-24=-569/2759, 22-23=-640/3471, 21-22=-640/3471, 20-21=-638/3472, 19-20=-476/2580, 18-19=-327/1815, 17-18=-309/1736, 11-17=-277/130 WEBS 4-25=-271/105, 5-25=-7/312, 5-23=-128/790, 6-23=-484/136, 7-23=-408/40, 7-20=-1390/309, 8-20=-186/1164, 8-19=-1430/337, 9-19=-219/1117, 9-18=-617/157, 10-18=-163/829, 10-17=-460/75, 15-17=-205/982, 12-17=-195/1276, 12-15=-1717/367, 13-15=-240/1597 NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-4-14,Interior(1) 2-4-14 to 11-2-8,Exterior(2) 11-2-8 to 15-1-0, Interior(1) 18-11-8 to 27-7-8,Exterior(2) 28-10-15 to 32-11-8zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T19 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:532018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-Vdui5ZYrrBwkw1MZxGTkDh9vDGHI4ws9nL9ptPzNrdG NOTES- 8) Refer to girder(s) for truss to trussconnections. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=324, 14=167. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T20 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:552018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-R0?TWFZ5NoAS9LVx3hWCI6FKp4yrYrASEeevyIzNrdE Scale=1:79.1 0-1-100-1-100-1-100-1-10T1 T2 T3 T4 T5 B1 B4 B5 W1 W2 W3 W4 W5 W4 W6 W7 W8 W9 W10 W11 W10 W12 W14 W13 W15 W17 W16B3B2HW112 3 4 5 6 7 8 9 10 11 12 25 24 23 22 2120 19 18 17 16 15 14 13 29 30 31 32 33 34 35 36 37 3839 40 416x68x10 6x6 5x12 5x6 4x8 2x4 2x4 3x4 4x4 2x4 4x4 4x8 2x4 2x4 4x6 3x8 4x6 4x4 5x8 4x4 6x8 5x6 5x8 4-9-0 4-9-0 9-2-8 4-5-8 13-1-0 3-10-8 16-11-8 3-10-8 21-3-8 4-4-0 25-7-8 4-4-0 30-10-15 5-3-7 32-4-0 1-5-1 36-3-4 3-11-4 40-6-0 4-2-12 -1-7-12 1-7-12 4-9-0 4-9-0 9-2-8 4-5-8 13-1-0 3-10-8 16-11-8 3-10-8 21-3-8 4-4-0 25-7-8 4-4-0 30-10-15 5-3-7 32-4-0 1-5-1 36-3-4 3-11-4 40-6-0 4-2-12 0-10-14-6-88-1-1310-3-76-3-82-0-010-1-135.0012 PlateOffsets(X,Y)-- [2:0-0-0,0-1-9], [6:0-3-14,Edge], [9:0-6-0,0-1-5], [16:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.53 0.69 0.63 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.52 0.18 (loc) 19-20 19-20 13 l/defl >999 >940 n/a L/d 240 180 n/a PLATES MT20 Weight: 280 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T1: 2x6SP 2400F 2.0E,T2: 2x6SPF No.2 BOT CHORD2x6SPF No.2 *Except* B1: 2x6SP 2400F 2.0E,B4,B5: 2x4SPF No.2WEBS2x4SPFStud*Except* W10,W11,W12,W15: 2x4SPF No.2 WEDGELeft: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-0-7 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-6-8 oc bracing. WEBS 1 Row at midpt 6-19, 7-18, 8-17, 11-14, 12-13 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=1582/0-6-0(min. 0-1-9), 13=1489/MechanicalMax Horz2=232(LC 15) Max Uplift2=-315(LC 16), 13=-163(LC 12) MaxGrav2=1870(LC 43), 13=1759(LC 43) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-30=-3188/500, 3-30=-3064/519, 3-31=-3071/521, 31-32=-3070/528, 4-32=-3028/541, 4-5=-3481/627, 5-33=-3485/628, 6-33=-3482/630, 6-34=-3056/539, 7-34=-2925/551, 7-35=-2230/454, 8-35=-2152/464, 8-36=-1519/374, 36-37=-1519/374, 37-38=-1519/374, 38-39=-1519/374, 9-39=-1519/374, 9-10=-1597/388, 10-40=-1591/353, 40-41=-1604/343, 11-41=-1659/342, 11-12=-961/251, 12-13=-1719/315 BOT CHORD 2-25=-654/2828, 24-25=-654/2828, 23-24=-632/2804, 22-23=-632/2804, 21-22=-757/3767, 20-21=-757/3767, 19-20=-756/3769, 18-19=-566/2749, 17-18=-413/1975, 16-17=-323/1532WEBS4-22=-157/990, 5-22=-490/140, 6-22=-510/51, 6-19=-1504/314, 7-19=-169/1116, 7-18=-1326/315, 8-18=-202/1220, 8-17=-856/187, 9-17=-86/741, 9-16=-506/56, 14-16=-219/922, 11-16=-207/1140, 11-14=-1585/385, 12-14=-255/1475 NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-4-14,Interior(1) 2-4-14 to 9-2-8,Exterior(2) 9-2-8 to 13-1-0, Interior(1) 16-11-8 to 30-10-15,Exterior(2) 30-10-15 to 34-11-8zone;cantileverleft and right exposed ; end verticalleft and rightexposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T20 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:552018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-R0?TWFZ5NoAS9LVx3hWCI6FKp4yrYrASEeevyIzNrdE NOTES- 8) Refer to girder(s) for truss to trussconnections. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=315, 13=163. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T21 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:562018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vCZrkaak86IJnU48dO1RrKnYFUMVHHNbTINTUkzNrdD Scale=1:75.6 0-1-100-1-100-1-100-1-10T1 T2 T3 T4 T5 B1 B4 B5 W1 W2 W3 W2 W4 W5 W6 W7 W8 W9 W10 W9 W12 W11 W13 W15 W14B3B2HW1 F2 F112 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 2930 31 3233 34 35 36 37 38 3940 418x88x8 6x6 5x6 6x6 6x8 8x8 3x4 2x4 4x12 3x6 2x4 4x6 4x6 4x6 4x4 4x4 5x8 5x6 5x8 5x6 4x8 1.5x4 2x4 7-2-8 7-2-8 11-1-0 3-10-8 14-11-8 3-10-8 19-3-8 4-4-0 23-7-8 4-4-0 28-3-3 4-7-12 32-4-0 4-0-13 32-10-15 0-6-15 36-6-11 3-7-12 40-6-0 3-11-5 -1-7-12 1-7-12 7-2-8 7-2-8 11-1-0 3-10-8 14-11-8 3-10-8 19-3-8 4-4-0 23-7-8 4-4-0 28-3-3 4-7-12 32-10-15 4-7-12 36-6-11 3-7-13 40-6-0 3-11-5 0-10-13-8-87-3-139-5-76-3-82-0-05.0012 PlateOffsets(X,Y)-- [3:0-4-0,0-3-4], [5:0-2-12,0-3-4], [14:0-4-0,0-5-0], [15:0-2-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.35 0.41 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.17 (loc) 19-20 19-20 12 l/defl >999 >995 n/a L/d 240 180 n/a PLATES MT20 Weight: 313 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x6SP 2400F 2.0E*Except*T2: 2x8SP 2400F 2.0E BOT CHORD2x6SP 2400F 2.0E*Except* B4: 2x4SPF No.2, B5,B3: 2x6SPF No.2, F2: 2x4SPFStudWEBS2x4SPFStud*Except* W9,W13: 2x4SPF No.2 WEDGELeft: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-6-3 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing.Except: 10-0-0 oc bracing: 14-15WEBS1 Row at midpt 5-19, 6-18, 7-16, 8-15, 10-13, 11-12 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=1598/0-6-0(min. 0-1-8), 12=1513/MechanicalMax Horz2=228(LC 15) Max Uplift2=-304(LC 16), 12=-194(LC 12) MaxGrav2=1783(LC 43), 12=1626(LC 43) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-29=-3181/505, 29-30=-3133/515, 30-31=-3089/521, 3-31=-3073/534, 3-32=-4044/701, 4-32=-4046/700, 4-33=-4046/700, 5-33=-4044/701, 5-34=-3461/605, 6-34=-3415/618, 6-35=-2551/499, 7-35=-2500/509, 7-36=-2009/441, 36-37=-2010/440, 8-37=-2011/440, 8-38=-1405/347, 38-39=-1404/347, 39-40=-1404/347, 9-40=-1403/347, 9-10=-1542/348, 10-41=-775/248, 11-41=-853/233, 11-12=-1585/310 BOT CHORD 2-23=-655/2846, 22-23=-658/2846, 21-22=-892/4538, 20-21=-892/4538, 19-20=-889/4539, 18-19=-653/3153, 17-18=-480/2296, 16-17=-480/2296, 15-16=-424/2009, 9-15=-33/335 WEBS 3-22=-238/1632, 4-22=-573/142, 5-22=-730/90, 5-19=-1742/335, 6-19=-155/1156,6-18=-1365/309, 7-18=-188/1155, 7-16=-588/154, 8-16=-65/599, 8-15=-1104/195, 13-15=-205/827, 10-15=-228/1251, 10-13=-1486/385, 11-13=-254/1363 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-4-14,Interior(1) 2-4-14 to 7-2-8,Exterior(2) 7-2-8 to 11-1-0, Interior(1) 14-11-8 to 32-10-15,Exterior(2) 32-10-15 to 36-11-8zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8) Refer to girder(s) for truss to trussconnections.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T21 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:572018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-NO7DxwbMvPQAPefKA6YgNXKj?uik0kdlhy700BzNrdC NOTES- 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=304, 12=194. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T22 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:592018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-KnFzMcccR1gueypjIXa8SyP3WhOYUaW29Gc753zNrdA Scale=1:75.6 0-1-100-1-100-1-100-1-10T1 T2 T3 T4 T5 B1 B4 B5 W1 W2 W3 W2 W3 W2 W4 W5 W6 W7 W8 W9 W10 W11 W13 W12 W14 W15 W16 W18 W17B3B212 3 4 5 6 7 8 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 15 14 31 32 33 34 35 36 3738 39 40 41 42 438x88x12MT18H 6x6 8x8 4x8 8x8 2x4 2x4 2x4 3x6 5x6 4x6 4x10 3x6 3x6 4x6 4x6 4x6 4x6 4x4 8x8 5x8 4x4 5x6 5x6 8x8 5-2-8 5-2-8 7-8-14 2-6-7 10-5-1 2-8-3 12-11-8 2-6-7 17-3-8 4-4-0 21-7-8 4-4-0 26-11-12 5-4-4 32-4-0 5-4-4 34-10-15 2-6-15 37-6-11 2-7-13 40-6-0 2-11-5 -1-7-12 1-7-12 5-2-8 5-2-8 7-8-14 2-6-7 10-5-1 2-8-3 12-11-8 2-6-7 17-3-8 4-4-0 21-7-8 4-4-0 26-11-12 5-4-4 32-4-0 5-4-4 34-10-15 2-6-15 37-6-11 2-7-13 40-6-0 2-11-5 0-10-12-10-86-5-138-7-76-3-82-0-05.0012 PlateOffsets(X,Y)-- [2:0-3-8,0-2-0], [3:0-4-8,0-3-4], [6:0-6-0,0-3-4], [11:0-4-0,0-2-12], [18:0-2-12,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.35 0.32 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.56 0.18 (loc) 21-23 21-23 14 l/defl >999 >858 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 353 lb FT= 20% GRIP 197/144 197/144 LUMBER- TOP CHORD2x6SP 2400F 2.0E*Except*T2: 2x8SP 2400F 2.0E BOT CHORD2x8SP 2400F 2.0E*Except* B4: 2x4SPF No.2, B5: 2x6SP 2400F 2.0EWEBS2x4SPFStud*Except* W9,W14: 2x4SPF No.2, W11: 2x6SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-0-6 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 7-20, 11-16, 12-15, 13-14 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=1614/0-6-0(min. 0-1-8), 14=1537/MechanicalMax Horz2=230(LC 15) Max Uplift2=-291(LC 16), 14=-225(LC 12) MaxGrav2=1715(LC 2), 14=1612(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-31=-3236/526, 31-32=-3225/526, 3-32=-3209/544, 3-4=-4410/729, 4-33=-5369/872,33-34=-5369/872, 5-34=-5369/872, 5-6=-5378/876, 6-35=-4105/691, 7-35=-4072/704, 7-36=-3026/551, 8-36=-2984/564, 8-37=-2616/495, 37-38=-2617/495, 9-38=-2618/495, 9-39=-1825/370, 39-40=-1825/370, 10-40=-1825/370, 10-41=-1819/370, 11-41=-1816/371, 11-42=-1046/299, 12-42=-1071/293, 12-43=-654/225, 13-43=-684/214, 13-14=-1583/308 BOT CHORD 2-27=-678/2954, 26-27=-682/2964, 25-26=-877/4405, 24-25=-1081/5706, 23-24=-1081/5706, 22-23=-1077/5700, 21-22=-1077/5700, 20-21=-759/3748, 19-20=-556/2764, 18-19=-504/2616, 10-18=-351/122, 15-16=-169/621 WEBS 3-26=-291/1981, 4-26=-1184/210, 4-25=-191/1281, 5-25=-437/102, 6-25=-627/83, 6-21=-2273/384, 7-21=-145/1265, 7-20=-1457/312, 8-20=-168/1143, 8-19=-495/142, 9-19=-33/510, 9-18=-1165/185, 16-18=-263/1184, 11-18=-405/2167, 11-16=-1676/335, 12-16=-148/1046, 12-15=-1242/301, 13-15=-274/1432 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 2-4-14,Interior(1) 2-4-14 to 5-2-8,Exterior(2) 5-2-8 to 9-3-1,Interior(1) 12-11-8 to 34-10-15,Exterior(2) 34-10-15 to 38-11-8zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)All plates areMT20 plates unless otherwiseindicated. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T22 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:34:592018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-KnFzMcccR1gueypjIXa8SyP3WhOYUaW29Gc753zNrdA NOTES- 9) Refer to girder(s) for truss to trussconnections. 10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=291, 14=225. 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T23 TrussType Roof SpecialGirder Qty 1 Ply 2 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:022018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-kMw6_efUky2SVPYIzf8r4b1ddvPohyAUrEqnhOzNrd7 Scale=1:77.1 0-1-100-1-100-1-100-1-10T1 T2 T3 T4 T6 B1 B4 B5 W1 W2W3 W4 W3 W5 W6 W7 W8 W9 W10 W11 W12 W13 W12 W11 W15 W14 W16 W18W17 T5 B3B212 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 32 33 34 35 36 37 38 8x8 8x8 6x6 4x8 4x6 6x8 2x4 2x4 2x4 2x4 5x6 4x6 4x10 3x6 2x4 4x4 4x6 4x4 2x4 4x8 2x4 4x8 5x12 6x6 4x8 5x6 4x8 3-1-0 3-1-0 5-4-10 2-3-10 7-8-4 2-3-10 10-10-0 3-1-12 15-2-0 4-4-0 19-6-0 4-4-0 23-9-5 4-3-5 28-0-11 4-3-5 32-4-0 4-3-5 37-0-7 4-8-7 40-6-0 3-5-9 -1-7-12 1-7-12 3-1-0 3-1-0 5-4-10 2-3-10 7-8-4 2-3-10 10-10-0 3-1-12 15-2-0 4-4-0 19-6-0 4-4-0 23-9-5 4-3-5 28-0-11 4-3-5 32-4-0 4-3-5 37-0-7 4-8-7 40-6-0 3-5-9 0-10-11-11-145-7-37-8-136-3-82-0-05.0012 PlateOffsets(X,Y)-- [2:0-0-0,0-1-1], [3:0-4-0,0-3-4], [6:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.17 0.42 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.57 0.14 (loc) 23-25 23-25 15 l/defl >999 >842 n/a L/d 240 180 n/a PLATES MT20 Weight: 621 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x6SP 2400F 2.0E*Except*T2: 2x8SP 2400F 2.0E BOT CHORD2x6SP 2400F 2.0E*Except* B4: 2x4SPFStudWEBS2x4SPFStud WEDGE Left: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=2085/0-6-0(min. 0-1-8), 15=1678/Mechanical Max Horz2=190(LC 12)Max Uplift2=-468(LC 8), 15=-294(LC 8) MaxGrav2=2191(LC 2), 15=1857(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-4033/792, 3-32=-6793/1276, 4-32=-6798/1275, 4-33=-9264/1667, 5-33=-9264/1667, 5-6=-9273/1671, 6-34=-5887/977, 7-34=-5873/992, 7-35=-4143/703, 8-35=-4137/721, 8-36=-3749/663, 9-36=-3751/663, 9-37=-3749/662, 10-37=-3749/662, 10-11=-2451/439, 11-12=-2451/439, 12-13=-2444/439, 13-14=-873/158, 14-15=-1820/303 BOT CHORD 2-28=-813/3655, 27-28=-821/3687, 27-38=-1349/6792, 26-38=-1349/6792, 25-26=-1770/9864, 24-25=-1762/9845, 23-24=-1762/9845, 22-23=-953/5423, 21-22=-953/5423, 20-21=-642/3783, 19-20=-550/3309, 18-19=-550/3309, 12-18=-418/138 WEBS 3-28=-352/99, 3-27=-655/3764, 4-27=-1990/378, 4-26=-466/2925, 5-26=-499/132, 6-26=-1003/395, 6-23=-4706/860, 7-23=-275/1882, 7-21=-2207/460, 8-21=-235/1461, 8-20=-442/186, 9-20=-394/130, 10-20=-154/754, 10-18=-1315/221, 16-18=-132/847, 13-18=-416/2442, 13-16=-1722/341, 14-16=-257/1658 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Topchordsconnected as follows: 2x6- 2 rowsstaggered at 0-9-0 oc, 2x8- 2 rowsstaggered at 0-9-0 oc, 2x4- 1 row at 0-9-0 oc.Bottomchordsconnected as follows: 2x6- 2 rowsstaggered at 0-9-0 oc, 2x4- 1 row at 0-9-0 oc. Websconnected as follows: 2x4- 1 row at 0-9-0 oc. 2)Allloads areconsidered equally applied to all plies, exceptif noted as front(F) or back(B) facein the LOAD CASE(S)section.Ply toplyconnections have been provided to distribute onlyloads noted as(F) or(B), unless otherwiseindicated. 3) Unbalancedroofliveloads have been considered for this design. 4)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 6) Unbalancedsnowloads have been considered for this design. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T23 TrussType Roof SpecialGirder Qty 1 Ply 2 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:022018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-kMw6_efUky2SVPYIzf8r4b1ddvPohyAUrEqnhOzNrd7 NOTES- 7)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 8)Provide adequate drainage to preventwater ponding. 9)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.10) Refer to girder(s) for truss to trussconnections. 11)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=468, 15=294. 12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 13) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 106 lb down and 145 lb up at 3-1-0, and 40 lb down and 44 lb up at 5-1-12, and 40 lb down and 44 lb up at 7-1-12 on top chord, and 41 lb down and 62 lb up at 3-1-0, 16 lb down and 9 lb up at 5-1-12, and 16 lb down and 9 lb up at 7-1-12, and 650 lb down and 134 lb up at 7-8-4 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15Uniform Loads(plf) Vert: 1-3=-51, 3-6=-61, 6-8=-51, 8-13=-61, 13-14=-51, 18-29=-20, 15-17=-20 Concentrated Loads(lb) Vert: 3=34(B) 28=26(B) 27=-4(B) 4=-2(B) 26=-618(B) 33=-2(B) 38=-4(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T24 TrussType Hip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:032018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-CYUUC_f7UFAJ7Z7UXMf4doajyIgTQP9d4uaLEqzNrd6 Scale=1:59.0 0-1-100-1-10T1 T2 T4 B1 B3 B4 W3 W4 W5 W6 W7 W8 W7 W6 W10 W9 W11 W12 W13W1 W2 W15 W14 T3 B2 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 6x6 4x6 8x8 3x5 2x4 1.5x4 6x6 6x12 6x6 6x8 6x6 4x6 5-1-0 5-1-0 9-10-8 4-9-8 14-9-5 4-10-13 19-8-3 4-10-13 24-7-0 4-10-13 27-10-7 3-3-7 31-1-15 3-3-7 32-9-0 1-7-1 5-1-0 5-1-0 9-10-8 4-9-8 14-9-5 4-10-13 19-8-3 4-10-13 24-7-0 4-10-13 27-10-7 3-3-7 31-1-15 3-3-7 32-9-0 1-7-1 0-10-14-9-136-11-76-3-82-0-05.0012 PlateOffsets(X,Y)-- [21:0-1-12,0-0-0], [21:Edge,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.45 0.71 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.43 0.19 (loc) 16-17 16-17 11 l/defl >999 >896 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B3: 2x4SPFStud WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-1-4 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 7-11-3 oc bracing. WEBS 1 Row at midpt 8-13, 9-12, 10-11 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)21=1228/Mechanical, 11=1283/MechanicalMax Horz21=229(LC 15) Max Uplift21=-175(LC 12), 11=-246(LC 13) MaxGrav21=1298(LC 2), 11=1534(LC 37) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-22=-2321/374, 22-23=-2265/374, 2-23=-2252/388, 2-3=-2329/393, 3-24=-2728/480,4-24=-2730/480, 4-5=-2716/476, 5-6=-2112/382, 6-7=-2092/379, 7-25=-2092/379, 8-25=-2092/379, 8-9=-998/237, 9-10=-263/161, 1-21=-1235/239, 10-11=-1445/263 BOT CHORD 20-21=-268/371, 19-20=-555/2091, 18-19=-555/2091, 17-18=-479/2136, 16-17=-528/2728, 15-16=-521/2716, 6-15=-354/121, 12-13=-108/325 WEBS 2-18=-354/141, 3-18=-14/284, 3-17=-134/809, 4-17=-459/152, 5-16=0/261, 5-15=-811/131, 13-15=-241/1141, 8-15=-361/1921, 8-13=-1861/388, 9-13=-241/1501, 9-12=-1385/297, 1-20=-290/1862, 10-12=-211/1349 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-5-1,Interior(1) 3-5-1 to 9-10-8,Exterior(2) 9-10-8 to 32-7-4 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding.6)All plates are 3x4MT20 unless otherwiseindicated. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8) Refer to girder(s) for truss to trussconnections.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 21=175, 11=246. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T25 TrussType HalfHip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:052018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-8xcFcfhN0tQ1MtGsenhYiDfz?6L3uJqwXC3RIjzNrd4 Scale=1:41.4 0-1-10T1 T2 W3 B1 W1 W2 W3 W2 W3 W2 HW1 B2 1 2 3 4 5 6 11 10 9 8 7 16 17 18 19 20 21 4x10 4x4 6x6 3x63x51.5x4 3x4 3x4 1.5x4 4x12 3x8 7-10-8 7-10-8 13-0-4 5-1-12 18-3-12 5-3-8 23-9-0 5-5-4 7-10-8 7-10-8 13-0-4 5-1-12 18-3-12 5-3-8 23-9-0 5-5-4 0-10-13-11-134-1-73-11-135.0012 PlateOffsets(X,Y)-- [1:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.86 0.76 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.24 0.06 (loc) 9-11 9-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 95 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud SLIDER Left 2x6SPF No.2 2-0-0 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-2-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 5-5-6 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)1=888/0-4-0(min. 0-1-8), 7=940/0-6-0(min. 0-1-13) Max Horz1=130(LC 16)Max Uplift1=-344(LC 12), 7=-421(LC 12) MaxGrav1=944(LC 2), 7=1158(LC 34) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-2=-475/416, 2-16=-1587/1101, 16-17=-1584/1102, 17-18=-1572/1110, 3-18=-1565/1129, 3-19=-1809/1159, 19-20=-1809/1159, 4-20=-1811/1159, 4-5=-1331/826, 5-21=-1331/826, 6-21=-1331/826, 6-7=-1106/635 BOT CHORD 1-11=-1084/1427, 10-11=-1075/1424, 9-10=-1075/1424, 8-9=-1158/1808 WEBS 3-9=-130/476, 4-8=-582/411, 5-8=-472/165, 6-8=-988/1590 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 7-10-8,Exterior(2) 7-10-8 to 12-1-6zone; cantileverleft exposed ; end verticalleft exposed; porchleft exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 1=344, 7=421. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T26 TrussType HalfHip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:062018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-c7Adq?i?nAYu_1r3CVCnFRCBIWi0dls4mso?q9zNrd3 Scale=1:43.8 0-1-10T1 T2 W5 B1 W3 W4 W5 W4 W5 W4 W1 W2 T3 B21 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 6x6 3x8 4x8 3x610x103x45x63x5 3x4 1.5x4 5x12 5-10-8 5-10-8 11-8-4 5-9-12 17-7-12 5-11-8 23-9-0 6-1-4 -1-7-12 1-7-12 5-10-8 5-10-8 11-8-4 5-9-12 17-7-12 5-11-8 23-9-0 6-1-4 0-10-13-1-133-3-73-1-135.0012 PlateOffsets(X,Y)-- [13:0-1-12,0-0-0], [13:Edge,0-7-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.64 0.65 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.30 0.05 (loc) 9-10 9-10 8 l/defl >999 >936 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-10-2 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 4-9-7 oc bracing. WEBS 1 Row at midpt 7-9 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)8=937/0-6-0(min. 0-1-14), 13=992/0-4-0(min. 0-1-10)Max Horz13=111(LC 16) Max Uplift8=-420(LC 12), 13=-420(LC 12) MaxGrav8=1182(LC 35), 13=1050(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-15=-1767/1157, 3-15=-1711/1181, 3-16=-2442/1485, 16-17=-2443/1485,4-17=-2445/1485, 4-5=-1924/1138, 5-6=-1924/1138, 6-7=-1924/1138, 7-8=-1123/610, 2-13=-993/705 BOT CHORD 12-13=-390/338, 11-12=-1120/1608, 10-11=-1120/1608, 9-10=-1484/2442 WEBS 3-10=-445/933, 4-10=-300/139, 4-9=-575/386, 5-9=-530/184, 7-9=-1229/2077, 2-12=-850/1403 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 5-10-8,Exterior(2) 5-10-8 to 10-1-6 zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 8=420, 13=420.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T27 TrussType HalfHip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:072018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-5Kk?1LidYUhlcBQFmCj0nekLjw1sMCGD?WYYNbzNrd2 Scale=1:39.2 0-1-10T1 T2 W5 B1 W3 W4 W5 W4 W5 W4 W1 W2 T3 B21 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 6x6 3x6 3x10 3x68x83x45x63x8 3x4 1.5x4 5x12 3-10-8 3-10-8 9-5-9 5-7-1 15-2-7 5-8-13 21-1-0 5-10-9 -1-7-12 1-7-12 3-10-8 3-10-8 9-5-9 5-7-1 15-2-7 5-8-13 21-1-0 5-10-9 0-10-12-3-132-5-72-3-135.0012 PlateOffsets(X,Y)-- [10:0-3-8,0-1-8], [13:Edge,0-7-4], [13:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.66 0.74 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.36 0.05 (loc) 9-10 9-10 8 l/defl >999 >697 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W4: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-7-11 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 4-5-14 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)8=833/0-6-0(min. 0-1-11), 13=901/0-4-0(min. 0-1-8) Max Horz13=77(LC 16)Max Uplift8=-373(LC 12), 13=-393(LC 12) MaxGrav8=1063(LC 35), 13=952(LC 35) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-15=-1592/1052, 3-15=-1555/1067, 3-16=-2758/1682, 16-17=-2758/1682, 4-17=-2761/1682, 4-5=-2290/1373, 5-6=-2290/1373, 6-7=-2290/1373, 7-8=-1002/546,2-13=-915/699 BOT CHORD 11-12=-1008/1470, 10-11=-1008/1470, 9-10=-1681/2758 WEBS 3-10=-753/1374, 4-10=-366/148, 4-9=-497/338, 5-9=-505/175, 7-9=-1405/2346, 2-12=-902/1396 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-7-12 to 1-4-4,Interior(1) 1-4-4 to 3-10-8,Exterior(2) 3-10-8 to 8-1-6zone; cantileverleft exposed ; end verticalleft exposed; porchleft exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 8=373, 13=393. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T28 TrussType HalfHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:092018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-1irlS1kt45xTrUaetdmUs3qjIjoiq8VWSq1fRUzNrd0 Scale=1:39.2 0-1-10T1 T2 W3 B1 W1 W2 W3 W2 W3 W2 W3 W2 W3 W2HW1 T3 B21 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 6x6 4x6 6x6 3x53x86x62x45x6 4x4 4x8 2x4 4x4 4x6 4x6 6x6 1-10-8 1-10-8 5-6-13 3-8-6 9-4-15 3-10-2 13-3-1 3-10-2 17-1-2 3-10-2 21-1-0 3-11-14 -1-7-12 1-7-12 1-10-8 1-10-8 5-6-13 3-8-6 9-4-15 3-10-2 13-3-1 3-10-2 17-1-2 3-10-2 21-1-0 3-11-14 0-10-11-5-131-7-71-5-135.0012 PlateOffsets(X,Y)-- [2:0-0-0,0-0-5], [3:0-3-12,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.52 0.40 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.54 0.05 (loc) 12-13 12-13 10 l/defl >912 >470 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x6SP 2400F 2.0EBOT CHORD2x6SP 2400F 2.0E WEBS 2x4SPFStud*Except* W2: 2x4SPF No.2WEDGE Left: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-5-4 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 7-10-10 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)10=830/0-6-0(min. 0-1-8), 2=876/0-4-0(min. 0-1-8) Max Horz2=52(LC 12) Max Uplift10=-391(LC 8), 2=-457(LC 8)MaxGrav10=1075(LC 59), 2=1004(LC 31) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-1819/726, 3-20=-3893/1469, 4-20=-3895/1469, 4-21=-5017/1857, 21-22=-5017/1857, 5-22=-5017/1857, 5-23=-5017/1857, 23-24=-5017/1857, 6-24=-5017/1857, 6-25=-4742/1742, 7-25=-4742/1742, 7-8=-4742/1742, 8-26=-3039/1111, 26-27=-3039/1111, 9-27=-3039/1111, 9-10=-960/348 BOT CHORD 2-16=-665/1658, 16-28=-670/1665, 15-28=-670/1665, 15-29=-1468/3893, 14-29=-1468/3893, 14-30=-1468/3893, 13-30=-1468/3893, 13-31=-1742/4742, 31-32=-1742/4742, 12-32=-1742/4742, 12-33=-1111/3039, 33-34=-1111/3039, 11-34=-1111/3039, 11-35=-92/253, 35-36=-92/253, 10-36=-92/253 WEBS 3-15=-831/2349, 4-15=-636/218, 4-13=-402/1198, 5-13=-313/109, 6-13=-119/284, 6-12=-385/138, 8-12=-652/1763, 8-11=-738/265, 9-11=-1055/2883 NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft exposed ; end verticalleft exposed; porchleft exposed; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 10=391, 2=457. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T28 TrussType HalfHipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:092018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-1irlS1kt45xTrUaetdmUs3qjIjoiq8VWSq1fRUzNrd0 NOTES- 10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 92 lb down and 129 lb up at 1-10-8, 12 lb down and 12 lb up at 3-11-4, 12 lb down and 12 lb up at 5-11-4, 12 lb down and 12 lb up at 7-11-4, 12 lb down and 12 lb up at 9-11-4, 12 lb down and 12 lb up at 11-11-4, 12 lb down and 12 lb up at 13-11-4, 12 lb down and 12 lb up at 15-11-4, and 12 lb down and 12 lb up at 17-11-4, and 12 lb down and 12 lb up at 19-11-4 on top chord, and 73 lb down and50lb up at 1-10-8, 23 lb down and 19 lb up at 3-11-4, 23 lb down and 19 lb up at 5-11-4, 23 lb down and 19 lb up at 7-11-4, 23 lb down and 19 lb up at 9-11-4, 23 lb down and 19 lb up at 11-11-4, 23 lb down and 19 lb up at 13-11-4, 23 lb down and 19 lb up at 15-11-4, and 23 lb down and 19 lb up at 17-11-4, and 23 lb down and 19 lb up at 19-11-4 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-3=-51, 3-9=-61, 10-17=-20Concentrated Loads(lb) Vert: 3=34(B) 16=2(B) 28=2(B) 29=2(B) 30=2(B) 31=2(B) 32=2(B) 33=2(B) 34=2(B) 35=2(B) 36=2(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T29 TrussType HipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:112018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-z5zWtjm8cjBB4ok0?2oyyUv4CXOII?Npw8WmWNzNrd_ Scale=1:43.8 0-2-50-2-5T1 T2 T1 B1 W3 W4 W5 W6 W5 W6 W5 W6 W5W7W3 W1 W2 W1 T3 B2 W21 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 6x6 3x5 3x6 4x63x53x10 3x4 3x10 1.5x4 3x4 4x8 4x8 3x4 6x6 3x4 3x8 2x4 3x8 1-8-121-8-12 6-5-134-9-1 11-2-144-9-1 15-11-154-9-1 20-9-04-9-1 21-0-00-3-0 21-9-4 0-9-4 23-6-01-8-12 -1-0-12 1-0-12 1-8-12 1-8-12 6-5-13 4-9-1 11-2-14 4-9-1 15-11-15 4-9-1 20-9-0 4-9-1 21-9-4 1-0-4 23-6-0 1-8-12 24-6-12 1-0-12 1-1-62-4-62-6-111-1-62-4-610.0012 PlateOffsets(X,Y)-- [3:0-3-4,Edge], [8:0-3-8,0-2-0], [9:0-3-4,Edge], [15:0-3-8,0-2-0], [18:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.50 0.71 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.19 -0.33 0.05 (loc) 16-18 16-18 14 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W1: 2x6SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-2-11 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 5-5-4 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)20=857/0-6-0(min. 0-1-12), 14=1097/0-6-0(min. 0-2-4) Max Horz20=95(LC 11)Max Uplift20=-532(LC 9), 14=-668(LC 9) MaxGrav20=1128(LC 103), 14=1443(LC 101) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-967/481, 3-21=-2438/1171, 21-22=-2438/1171, 4-22=-2441/1171, 4-23=-2751/1335, 23-24=-2751/1335, 24-25=-2751/1335, 5-25=-2751/1335, 5-26=-2751/1335,26-27=-2751/1335, 27-28=-2751/1335, 6-28=-2751/1335, 6-7=-1996/944, 7-29=-1996/944, 8-29=-1996/944, 8-9=-45/297, 9-10=-32/259, 2-20=-1149/546 BOT CHORD 19-30=-420/835, 30-31=-420/835, 18-31=-420/835, 17-18=-1180/2452, 17-32=-1180/2452, 16-32=-1180/2452, 16-33=-954/1996, 33-34=-954/1996, 15-34=-954/1996, 15-35=-336/118, 35-36=-336/118, 14-36=-336/118 WEBS 3-19=-442/190, 3-18=-832/1857, 4-18=-671/272, 4-16=-181/367, 5-16=-377/174, 6-16=-427/859, 6-15=-795/347, 8-15=-1027/2183, 8-14=-1336/589, 9-14=-324/170, 2-19=-432/985 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 20=532, 14=668. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T29 TrussType HipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:122018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-RHXu43mmN0J2iyJDZlJBUiSFyxkX1Sdy8oFJ1pzNrcz NOTES- 10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 168 lb down and 116 lb up at 1-8-12, 73 lb down and 46 lb up at 3-9-8, 73 lb down and 46 lb up at 5-9-8, 73 lb down and 46 lb up at 7-9-8, 73 lb down and 46 lb up at 9-9-8, 73 lb down and 46 lb up at 11-9-8, 73 lb down and 46 lb up at 13-9-8, 73 lb down and 46 lb up at 15-9-8, 73 lb down and 46 lb up at 17-9-8, and 73 lb down and 46 lb up at 19-9-8, and 168 lb down and 116 lb up at 21-9-4 on topchord, and 98 lb down and 56 lb up at 1-8-12, 41 lb down and 34 lb up at 3-9-8, 41 lb down and 34 lb up at 5-9-8, 41 lb down and 34 lb up at 7-9-8, 41 lb down and 34 lb up at 9-9-8, 41 lb down and 34 lb up at 11-9-8, 41 lb down and 34 lb up at 13-9-8, 41 lb down and 34 lb up at 15-9-8, 41 lb down and 34 lb up at 17-9-8, and 41 lb down and 34 lb up at 19-9-8, and 98 lb down and 56 lb up at 21-8-9 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-2=-51, 2-3=-51, 3-9=-61, 9-10=-51, 10-11=-51, 12-20=-20Concentrated Loads(lb) Vert: 17=0(B) 19=2(B) 15=0(B) 13=2(B) 30=0(B) 31=0(B) 32=0(B) 33=0(B) 34=0(B) 35=0(B) 36=0(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T30 TrussType Hip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:132018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vT5GIOnO8KRvK6tP6TqQ1v_I2K98mxC6NS?sZFzNrcy Scale=1:43.5 0-2-50-2-5T1 T2 T1 B1 W3 W4 W5 W4 W3 W6 W7 W1 W2 W1 W8B21 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 6x6 6x6 3x6 3x44x4 4x10 1.5x4 4x4 4x6 6x6 4x4 1.5x4 3x6 4-6-6 4-6-6 11-9-0 7-2-10 18-11-10 7-2-10 20-10-8 1-10-14 21-0-0 0-1-8 23-6-0 2-6-0 -1-0-12 1-0-12 4-6-6 4-6-6 11-9-0 7-2-10 18-11-10 7-2-10 20-10-8 1-10-14 23-6-0 2-7-8 24-6-12 1-0-12 1-1-64-8-64-10-111-1-64-8-610.0012 PlateOffsets(X,Y)-- [2:0-1-0,0-1-12], [3:0-3-4,Edge], [5:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.99 0.43 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.17 0.02 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W4: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)15=841/0-6-0(min. 0-1-8), 10=1069/0-3-0(min. 0-1-15) Max Horz15=154(LC 15) Max Uplift15=-298(LC 13), 10=-279(LC 13)MaxGrav15=972(LC 38), 10=1236(LC 38) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-17=-1120/656, 3-17=-1047/686, 3-18=-1446/823, 18-19=-1448/822, 4-19=-1451/822, 4-20=-1451/822, 20-21=-1448/822, 5-21=-1446/823, 5-6=-481/342, 6-22=-110/362, 2-15=-941/613BOT CHORD 13-14=-406/852, 12-13=-406/852, 11-12=-161/431 WEBS 3-12=-297/700, 4-12=-842/247, 5-12=-625/1194, 5-11=-713/262, 6-11=-545/959, 6-10=-1171/754, 2-14=-372/850 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 4-6-6,Exterior(2) 4-6-6 to 23-4-4, Interior(1) 23-4-4 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)15=298, 10=279. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T31 TrussType Hip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:142018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-NgfeVko0veZmxFSbgAMfZ7Xc9kTKVShFc6kQ6hzNrcx Scale=1:46.0 0-2-50-2-5T1 T2 T1 B1 W3 W4 W5 W5 W4 W6 W7 W1 W2 W1 W8B21 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 5x6 5x6 3x43x8 4x4 3x4 3x8 3x5 3x4 3x4 6x6 1.5x4 4x4 7-3-15 7-3-15 16-2-1 8-10-1 20-10-8 4-8-7 21-0-0 0-1-8 23-6-0 2-6-0 -1-0-12 1-0-12 3-9-12 3-9-12 7-3-15 3-6-4 11-9-0 4-5-1 16-2-1 4-5-1 20-10-8 4-8-7 23-6-0 2-7-8 24-6-12 1-0-12 1-1-67-0-67-2-111-1-67-0-610.0012 PlateOffsets(X,Y)-- [4:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-0,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.39 0.56 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.23 -0.35 0.02 (loc) 12-14 12-14 11 l/defl >999 >716 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W5: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)11=1038/0-3-0(min. 0-2-1), 15=816/0-6-0(min. 0-1-10) Max Horz15=215(LC 15)Max Uplift11=-179(LC 13), 15=-226(LC 13) MaxGrav11=1326(LC 39), 15=1043(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 3-4=-860/682, 4-18=-642/561, 5-18=-645/560, 5-19=-496/452, 6-19=-493/453, 6-20=-673/520, 7-20=-681/484, 7-21=-101/351, 8-21=-118/308, 2-15=-372/248BOT CHORD 14-15=-380/657, 13-14=-301/743, 12-13=-301/743 WEBS 4-14=-329/298, 5-12=-445/199, 7-12=-417/673, 7-11=-1222/693, 3-15=-833/425 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 7-3-15,Exterior(2) 7-3-15 to 20-4-15, Interior(1) 20-4-15 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 11=179, 15=226.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T32 TrussType Hip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:152018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-ssD0j4pegxhcZP1nEutu6K4f98tYEwpOqmUze8zNrcw Scale=1:54.8 0-2-50-2-5T1 T2 T1 B1 W3 W4 W5 W6 W5 W7 W8W1 W2 W1 W9B21 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 6x6 5x6 3x6 3x4 3x5 4x4 3x4 3x8 3x5 3x4 4x6 1.5x4 4x6 5-2-8 5-2-8 10-1-9 4-11-0 13-4-7 3-2-14 20-10-8 7-6-1 21-0-0 0-1-8 23-6-0 2-6-0 -1-0-12 1-0-12 5-2-8 5-2-8 10-1-9 4-11-0 13-4-7 3-2-14 20-10-8 7-6-1 23-6-0 2-7-8 24-6-12 1-0-12 1-1-69-4-69-6-111-1-69-4-610.0012 PlateOffsets(X,Y)-- [2:0-2-12,0-1-8], [4:0-3-4,Edge], [5:0-3-4,Edge], [7:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.95 0.31 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.16 0.01 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W5,W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-11, 5-11 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)15=792/0-6-0(min. 0-1-12), 10=1007/0-3-0(min. 0-2-4) Max Horz15=275(LC 15)Max Uplift15=-138(LC 13), 10=-141(LC 17) MaxGrav15=1126(LC 39), 10=1432(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-16=-1220/615, 16-17=-1134/625, 3-17=-960/650, 3-18=-914/550, 18-19=-872/551, 4-19=-738/583, 4-5=-531/485, 5-20=-687/521, 20-21=-721/491, 6-21=-944/489,2-15=-1076/570 BOT CHORD 14-15=-284/357, 13-14=-382/860, 12-13=-382/860, 11-12=-180/568 WEBS 3-12=-419/296, 4-12=-320/369, 6-11=-243/539, 6-10=-1356/590, 2-14=-287/679 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 10-1-9,Exterior(2) 10-1-9 to 13-4-7, Interior(1) 17-7-6 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C for members and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)15=138, 10=141. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T33 TrussType Common Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:162018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-K2nPwQpGQFpTBZc_obO7fYcyEYAkzGfY3QDXAazNrcv Scale=1:65.8 T2 T2 B1 W3 W4 W5 W6 W7 W8 W1 W2 W1 W9 T1 T1 B212 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x4 4x4 3x4 3x6 3x4 3x5 4x4 3x8 4x4 1.5x4 4x6 1.5x4 3x6 3x8 6-0-4 6-0-4 11-9-0 5-8-12 20-9-0 9-0-0 21-0-0 0-3-0 23-6-0 2-6-0 -1-0-12 1-0-12 6-0-4 6-0-4 11-9-0 5-8-12 16-3-0 4-6-0 20-9-0 4-6-0 23-6-0 2-9-0 24-6-12 1-0-12 1-1-610-10-141-1-610.0012 PlateOffsets(X,Y)-- [2:0-2-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.42 0.50 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.21 -0.33 0.02 (loc) 12-13 12-13 12 l/defl >999 >752 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W4,W5,W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)16=771/0-6-0(min. 0-1-8), 12=995/0-6-0(min. 0-1-12)Max Horz16=-313(LC 14) Max Uplift16=-119(LC 16), 12=-147(LC 17) MaxGrav16=874(LC 2), 12=1127(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-17=-898/574, 3-17=-695/615, 3-4=-622/494, 4-18=-563/510, 18-19=-557/514,5-19=-556/533, 5-20=-567/530, 20-21=-571/511, 6-21=-578/507, 6-7=-599/498, 2-16=-816/533 BOT CHORD 15-16=-336/415, 14-15=-328/724, 13-14=-328/724, 12-13=-117/393 WEBS 3-13=-387/333, 5-13=-548/474, 7-12=-847/401, 8-12=-282/199, 2-15=-197/454 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 11-9-0,Exterior(2) 11-9-0 to 14-9-0 zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C formembers and forces & MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 16=119, 12=147.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T34 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:172018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-oFKn8mqvBZxKojBALJvMBl96?yZ9ipjhI4z4i0zNrcu Scale=1:69.6 0-2-5W1 T1 T2 T4 B1 W2 W3 W4 W5 W6 W7 W6 W5 W9 W8 B2 T3 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 3x5 1.5x4 5x12 5x8 4x4 3x5 3x4 1.5x4 3x4 3x8 3x5 3x4 1.5x4 1-5-4 1-5-4 6-5-6 5-0-2 11-5-8 5-0-2 16-5-10 5-0-2 20-6-11 4-1-0 1-5-4 1-5-4 6-5-6 5-0-2 11-5-8 5-0-2 16-5-10 5-0-2 20-6-11 4-1-0 2-4-610-10-143-3-152-4-610.0012 PlateOffsets(X,Y)-- [3:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.48 0.23 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.05 0.02 (loc) 10 9-10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)13=730/Mechanical, 7=718/Mechanical Max Horz13=315(LC 13)Max Uplift13=-92(LC 16), 7=-91(LC 16) MaxGrav13=955(LC 38), 7=811(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-1028/148, 3-14=-717/191, 14-15=-598/209, 15-16=-590/213, 4-16=-580/227, 4-17=-596/221, 17-18=-597/203, 5-18=-631/198, 5-19=-529/137, 6-19=-615/118,6-7=-777/141 BOT CHORD 12-13=-207/707, 11-12=-204/712, 10-11=-204/712, 9-10=-129/768, 8-9=-87/428 WEBS 2-13=-1110/128, 3-9=-493/223, 4-9=-153/525, 6-8=-63/531 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 1-5-4,Interior(1) 1-5-4 to 11-5-8,Exterior(2) 11-5-8 to 14-5-8 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.7) Refer to girder(s) for truss to trussconnections. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 13, 7. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T35 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:192018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-kdSXZSs9jAB221LZTkxqGAESAlBFAfd_lNSBnvzNrcs Scale=1:67.0 0-2-50-2-50-2-50-2-5T1 T2 T3 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W8 W7 W6 W5 W10 W3 W11 W12 W1 W2 W14 W13B2 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 31 4x6 6x6 5x12 5x6 5x12 6x6 3x5 5x8 4x64x63x5 3x5 3x6 3x8 3x5 3x4 5x6 5x6 4x6 3x5 2x4 4-4-04-4-0 8-8-64-4-5 12-3-113-7-5 15-11-03-7-5 19-6-63-7-5 23-1-113-7-5 25-1-112-0-0 26-11-61-9-11 27-2-0 0-2-10 29-8-02-6-0 4-4-0 4-4-0 8-8-6 4-4-5 12-3-11 3-7-5 15-11-0 3-7-5 19-6-6 3-7-5 23-1-11 3-7-5 25-1-11 2-0-0 26-11-6 1-9-11 29-8-0 2-8-10 1-3-54-8-510-10-141-1-64-8-610.0012 PlateOffsets(X,Y)-- [1:0-3-0,0-1-12], [2:0-3-4,Edge], [8:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.50 0.45 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.20 0.04 (loc) 18 18-19 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2 BOT CHORD2x6SPF No.2 WEBS 2x4SPFStud*Except*W8,W9: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-7-5 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)21=1408/0-6-0(min. 0-2-12), 12=1633/0-5-4(min. 0-3-6)Max Horz21=-285(LC 8) Max Uplift21=-456(LC 12), 12=-526(LC 13) MaxGrav21=1746(LC 40), 12=2159(LC 40) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-22=-1989/534, 2-22=-1767/550, 2-23=-2140/502, 23-24=-2141/501, 3-24=-2141/501,3-25=-1940/395, 4-25=-1817/411, 4-26=-1412/356, 26-27=-1301/366, 5-27=-1208/381, 5-28=-1266/395, 28-29=-1301/380, 6-29=-1411/370, 6-30=-1505/366, 7-30=-1580/350, 7-31=-1206/317, 8-31=-1205/317, 8-9=-817/296, 1-21=-1690/467 BOT CHORD 20-21=-310/357, 19-20=-607/1444, 18-19=-615/2120, 17-18=-388/1424, 16-17=-388/1424, 15-16=-251/1150, 14-15=-305/1166, 13-14=-227/614 WEBS 2-20=-175/315, 2-19=-142/984, 3-19=-597/159, 3-18=-1085/392, 4-18=-283/861, 4-16=-965/371, 5-16=-400/1303, 6-16=-358/251, 7-14=-1152/175, 8-14=-186/1342, 8-13=-822/143, 9-13=-377/1278, 9-12=-1866/474, 1-20=-310/1315 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to allexposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 21=456, 12=526.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 9) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 179 lb down and 165 lb up at 4-4-0, and 158 lb down and 138 lb up at 25-1-11 on top chord, and 471 lb down and 246 lb up at 4-4-0, and 499 lb down and 269 lbup at 25-0-15 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B).Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T35 TrussType Roof SpecialGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:202018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-Cq0vmotnUUJvfAwl1RS3pOndw9XUv6s8_1BkJLzNrcr LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf)Vert: 1-2=-51, 2-3=-61, 3-5=-51, 5-7=-51, 7-8=-61, 8-10=-51, 11-21=-20 Concentrated Loads(lb) Vert: 2=-21(B) 8=-18(B) 20=-458(B) 13=-401(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T36 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:212018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-g0aIz8tPFnRmHKVxa8_IMbJhfZvxeXWHDhxIrnzNrcq Scale=1:66.0 0-2-50-2-50-2-50-2-5T1 T2 T3 T3 T4 T5 B1 W3 W4 W5 W6 W7 W6 W5 W8 W3 W9 W10 W1 W2 W12 W11B2 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 356x6 6x6 5x6 6x6 3x5 3x6 3x44x43x4 5x12 3x8 5x12 4x4 3x5 3x6 3x4 1.5x4 7-1-10 7-1-10 11-5-15 4-4-5 15-11-0 4-5-1 20-4-1 4-5-1 22-4-1 2-0-0 26-11-6 4-7-5 27-2-0 0-2-10 29-8-0 2-6-0 7-1-107-1-10 11-5-154-4-5 15-11-04-5-1 20-4-14-5-1 22-4-12-0-0 26-11-64-7-5 29-8-02-8-10 1-3-57-0-510-10-141-1-67-0-610.0012 PlateOffsets(X,Y)-- [2:0-3-4,Edge], [6:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.95 0.37 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.17 0.03 (loc) 16-17 16-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T1: 2x4SPF 1650F 1.5E,T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W4,W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-13 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)17=973/0-6-0(min. 0-2-2), 10=1171/0-5-4(min. 0-2-10) Max Horz17=-289(LC 12)Max Uplift17=-155(LC 13), 10=-153(LC 17) MaxGrav17=1342(LC 44), 10=1690(LC 44) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-18=-1507/748, 18-19=-1321/760, 19-20=-1284/763, 20-21=-1259/786, 2-21=-1073/790, 2-22=-1237/811, 22-23=-1237/810, 23-24=-1238/810, 3-24=-1238/810, 3-25=-1169/720,25-26=-1084/723, 26-27=-1080/724, 27-28=-998/740, 4-28=-945/744, 4-29=-945/732, 29-30=-1038/717, 30-31=-1080/711, 5-31=-1169/709, 5-32=-955/628, 6-32=-953/629, 6-33=-907/585, 33-34=-1035/562, 7-34=-1062/550, 1-17=-1274/621 BOT CHORD 16-17=-349/491, 15-16=-501/993, 14-15=-617/1231, 13-14=-617/1231, 12-13=-434/939, 11-12=-311/713 WEBS 2-15=-237/443, 3-15=-294/112, 3-13=-738/556, 4-13=-804/886, 5-12=-714/330, 6-12=-432/800, 6-11=-447/131, 7-11=-415/921, 7-10=-1576/715, 1-16=-321/706 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 7-1-10,Exterior(2) 7-1-10 to 10-1-10, Interior(1) 11-5-15 to 22-4-1,Exterior(2) 22-4-1 to 25-4-1zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 17=155, 10=153.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T37 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:232018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-dPi2OpvfnPiUWeeKiZ0mR0P0BMaS6Y3ag?QOwgzNrco Scale=1:71.0 0-2-50-2-50-2-50-2-5T1 T2 T3 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W8 W7 W10 W5 W11 W12 W1 W2 W14 W13B2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 2425 26 27 28 29 303x8 6x6 5x12 5x6 5x12 6x12MT18H 3x6 3x6 3x5 4x4 3x4 3x4 5x10 3x4 3x4 3x6 3x4 1.5x4 5-1-65-1-6 9-11-34-9-14 14-3-94-4-5 15-11-01-7-7 17-6-81-7-7 19-6-82-0-0 26-11-67-4-14 27-2-00-2-1029-8-02-6-0 5-1-6 5-1-6 9-11-3 4-9-14 14-3-9 4-4-5 15-11-0 1-7-7 17-6-8 1-7-7 19-6-8 2-0-0 26-11-6 7-4-14 29-8-0 2-8-10 1-3-59-4-510-10-141-1-69-4-610.0012 PlateOffsets(X,Y)-- [3:0-3-4,Edge], [7:0-9-4,Edge], [14:0-3-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.95 0.37 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.16 0.03 (loc) 11-12 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 210 lb FT= 20% GRIP 197/144 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T3: 2x6SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2 *Except*W3,W4,W12,W1,W2,W14,W13: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied, except end verticals.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-15, 4-14, 5-14, 6-14, 6-13, 7-12 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)18=970/0-6-0(min. 0-2-1), 11=1173/0-5-4(min. 0-2-9) Max Horz18=-289(LC 12)Max Uplift18=-164(LC 13), 11=-153(LC 17) MaxGrav18=1331(LC 44), 11=1628(LC 44) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-19=-1511/752, 19-20=-1393/764, 2-20=-1251/785, 2-21=-1277/748, 21-22=-1106/765, 3-22=-1015/781, 3-23=-893/677, 23-24=-893/677, 24-25=-893/677, 4-25=-893/677,4-5=-1014/760, 5-6=-953/705, 6-26=-809/611, 7-26=-808/612, 7-27=-943/655, 27-28=-968/629, 28-29=-1191/617, 8-29=-1218/598, 1-18=-1279/642 BOT CHORD 17-18=-302/332, 16-17=-534/1070, 15-16=-383/852, 14-15=-408/892, 13-14=-347/808, 12-13=-311/751 WEBS 2-16=-358/220, 3-16=-307/368, 4-14=-667/521, 5-14=-771/875, 6-13=-348/190, 7-13=-168/335, 8-12=-313/731, 8-11=-1543/678, 1-17=-452/971 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 9-11-3,Exterior(2) 9-11-3 to 12-11-3, Interior(1) 14-3-9 to 19-6-8,Exterior(2) 19-6-8 to 22-6-8zone;cantileverleft and right exposed ; end verticalleft and right exposed; porchright exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding. 6)All plates areMT20 plates unless otherwiseindicated.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 18=164, 11=153.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T38 TrussType Hip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:242018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-5bFQc9wIYiqL8oDWGHX?zExE7mvRr?Pjvf9yS6zNrcn Scale=1:72.8 0-2-50-2-5T2 T3 T4 B1 W3 W4 W5 W6 W5 W4 W3 W7 W8 W1 W2 W10 W9 T1 B2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 3x8 4x6 4x6 3x4 2x4 3x4 3x4 4x4 3x4 3x8 3x4 3x4 3x5 3x4 4x4 1.5x4 6-3-106-3-10 12-8-136-5-2 16-8-144-0-1 23-2-16-5-2 26-11-63-9-5 27-2-00-2-10 28-8-0 1-6-0 6-3-10 6-3-10 12-8-13 6-5-2 16-8-14 4-0-1 23-2-1 6-5-2 26-11-6 3-9-5 28-8-0 1-8-10 1-3-511-8-611-10-101-11-611-8-610.0012 PlateOffsets(X,Y)-- [1:0-1-0,0-1-12], [2:0-1-8,0-1-8], [4:0-3-0,0-1-0], [5:0-3-0,0-1-8], [6:0-1-8,0-1-8], [8:0-1-8,0-1-8], [11:0-1-12,0-1-8], [13:0-1-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.74 0.38 0.44 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.03 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 166 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W4,W5,W6: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-6-3 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except: 6-0-0 oc bracing: 10-11.WEBS 1 Row at midpt 2-14, 4-12, 6-12 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)16=964/0-6-0(min. 0-2-1), 10=1085/0-5-4(min. 0-2-5) Max Horz16=321(LC 13) Max Uplift16=-117(LC 16), 10=-122(LC 17)MaxGrav16=1299(LC 38), 10=1486(LC 38) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-17=-1541/184, 17-18=-1444/187, 2-18=-1298/211, 2-19=-1240/256, 3-19=-1067/272, 3-4=-1009/299, 4-20=-738/288, 20-21=-738/288, 5-21=-738/288, 5-22=-958/281, 6-22=-1177/249, 6-23=-863/166, 23-24=-1009/145, 7-24=-1032/144, 1-16=-1241/188 BOT CHORD 15-16=-321/380, 14-15=-172/1116, 13-14=-94/780, 12-13=-94/780, 11-12=-57/776 WEBS 2-14=-505/258, 4-14=-122/453, 5-12=-81/291, 6-11=-538/123, 7-11=-81/1021, 7-10=-1386/210, 1-15=-17/1016 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 12-8-13,Exterior(2) 12-8-13 to 16-8-14,Interior(1) 20-11-13 to 28-6-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 16=117, 10=122. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T39 TrussType PiggybackBase Qty 2 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:262018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-1zNB1rxY4K43O5NvNiZT3f1byac6JvD0Mze2X?zNrcl Scale=1:67.7 T2 T3 T4 B1 W3 W4 W5 W6 W5 W7 W8 W9 W10 W1 W2 W12 W11 T1 T1 B2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 2122 23 24 25 26 3x8 4x8 4x4 3x5 3x4 3x4 3x4 4x4 3x4 3x8 3x4 3x4 3x5 3x4 4x4 1.5x4 3x4 6-3-116-3-11 12-3-45-11-9 17-2-84-11-4 22-6-115-4-4 26-11-64-4-11 27-2-00-2-1029-8-02-6-0 6-3-11 6-3-11 12-3-4 5-11-9 17-2-8 4-11-4 22-6-11 5-4-4 26-11-6 4-4-11 29-8-0 2-8-10 1-3-511-6-01-1-611-6-010.0012 PlateOffsets(X,Y)-- [1:0-1-0,0-1-12], [2:0-1-8,0-1-8], [4:0-6-0,0-1-12], [5:0-2-0,0-1-13], [7:0-1-8,0-1-8], [9:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.66 0.37 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.03 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 168 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W4,W5,W6,W7: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-2-1 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except: 6-0-0 oc bracing: 11-12.WEBS 1 Row at midpt 2-15, 4-13, 7-13 MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)17=963/0-6-0(min. 0-2-0), 11=1167/0-5-4(min. 0-2-7) Max Horz17=-306(LC 12) Max Uplift17=-114(LC 16), 11=-134(LC 17)MaxGrav17=1285(LC 38), 11=1561(LC 38) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-18=-1516/181, 2-18=-1259/209, 2-19=-1204/254, 19-20=-1096/262, 3-20=-1031/270, 3-4=-993/295, 4-21=-708/278, 21-22=-708/278, 22-23=-708/278, 23-24=-708/278, 5-24=-708/278, 5-6=-923/283, 6-25=-986/256, 7-25=-1109/246, 7-26=-1068/171, 8-26=-1082/137, 1-17=-1226/187 BOT CHORD 16-17=-305/377, 15-16=-168/1090, 14-15=-97/764, 13-14=-97/764, 12-13=0/753 WEBS 2-15=-509/254, 4-15=-118/466, 5-13=-82/308, 7-12=-452/109, 8-12=-71/960, 8-11=-1459/255, 1-16=-13/976 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 12-3-4,Exterior(2) 12-3-4 to 21-5-6, Interior(1) 21-5-6 to 29-6-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding.6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 17=114, 11=134.8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T40 TrussType PiggybackBase Qty 3 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:272018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-VAxZEByArdCv?Fy5xP4ibsZkR__C2N79bdOc3RzNrck Scale=1:66.8 T1 T2 T3 B1 W3 W4 W3 W2 W5 W6 W7 W1 W2 W9 W8 T4 B2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 4x6 6x8 4x4 3x4 2x4 3x4 3x4 3x8 3x4 3x4 3x4 3x4 1.5x4 3x4 6-1-4 6-1-4 11-0-8 4-11-4 17-0-1 5-11-9 20-9-6 3-9-5 21-0-0 0-2-10 23-6-0 2-6-0 6-1-46-1-4 11-0-84-11-4 17-0-15-11-9 20-9-63-9-5 23-6-02-8-10 24-6-121-0-12 6-5-011-6-01-1-611-6-010.0012 PlateOffsets(X,Y)-- [1:0-2-12,0-1-8], [2:0-4-8,0-1-8], [3:0-2-4,0-2-0], [5:0-1-8,0-1-8], [6:0-1-8,0-1-8], [7:0-1-4,0-1-8], [15:0-2-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.80 0.25 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 14-15 14-15 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud*Except* W3,W4,W2: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-10-14 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-14, 3-12, 5-12, 1-15 MiTekrecommends that Stabilizers and requiredcross bracingbeinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)15=739/0-6-0(min. 0-1-9), 10=1015/0-5-4(min. 0-2-1)Max Horz15=-394(LC 12) Max Uplift15=-81(LC 17), 10=-144(LC 17) MaxGrav15=996(LC 39), 10=1315(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-16=-660/181, 16-17=-552/185, 17-18=-475/195, 2-18=-471/218, 2-19=-486/234,19-20=-486/234, 20-21=-486/234, 3-21=-486/234, 3-22=-562/231, 4-22=-584/208, 4-5=-769/189, 5-23=-537/100, 6-23=-732/76, 1-15=-938/205 BOT CHORD 14-15=-275/347, 13-14=-115/432, 12-13=-115/432, 11-12=0/519 WEBS 5-11=-415/144, 6-11=-113/824, 6-10=-1201/247, 1-14=-103/483 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 6-1-4,Exterior(2) 6-1-4 to 15-3-6, Interior(1) 15-3-6 to 24-6-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 15 except(jt=lb) 10=144. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T41 TrussType FlatGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:292018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-RY3Jft_QNFSdFZ6U2q7AgHfCJndFW9eS2xtj7KzNrci Scale:3/8"=1' W1 T1 W1 B1 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 T2 B2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2x4 5x6 3x4 5x6 2x43x10MT18H5x8 1.5x4 4x8 1.5x4 4x8 1.5x4 4x8 1.5x4 5x8 1.5x4 3-2-11 3-2-11 6-3-9 3-0-15 9-4-8 3-0-15 12-5-6 3-0-15 15-6-5 3-0-15 18-9-0 3-2-11 3-2-11 3-2-11 6-3-9 3-0-15 9-4-8 3-0-15 12-5-6 3-0-15 15-6-5 3-0-15 18-9-0 3-2-11 1-2-1PlateOffsets(X,Y)-- [1:0-3-0,0-1-12], [8:0-3-0,0-1-12], [9:0-1-12,0-1-0], [10:0-4-0,0-1-8], [15:0-4-0,0-1-8], [16:0-1-12,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.26 0.41 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.56 0.06 (loc) 12 12 9 l/defl >972 >397 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 80 lb FT= 14% GRIP 197/144 244/190 LUMBER- TOP CHORD2x4SP 2400F 2.0EBOT CHORD2x4SP 2400F 2.0E WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-0-11 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 9-9-15 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)16=751/Mechanical, 9=751/0-6-0(min. 0-1-8) Max Horz16=-34(LC 8)Max Uplift16=-156(LC 8), 9=-156(LC 9) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-16=-686/164, 1-17=-2128/446, 2-17=-2128/446, 2-18=-2128/446, 3-18=-2128/446, 3-19=-3835/793, 19-20=-3835/793, 4-20=-3835/793, 4-21=-3835/793, 5-21=-3835/793, 5-22=-2128/445, 6-22=-2128/445, 6-23=-2128/445, 7-23=-2128/445, 7-24=-2128/445,8-24=-2128/445, 8-9=-686/164 BOT CHORD 14-15=-724/3419, 13-14=-724/3419, 13-26=-724/3419, 26-27=-724/3419, 12-27=-724/3419, 12-28=-718/3419, 11-28=-718/3419, 11-29=-718/3419, 29-30=-718/3419, 10-30=-718/3419 WEBS 1-15=-427/2063, 3-15=-1343/282, 3-12=-90/433, 5-12=-92/433, 5-10=-1343/280, 8-10=-429/2063 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 3) Unbalancedsnowloads have been considered for this design. 4)Provide adequate drainage to preventwater ponding.5)All plates areMT20 plates unless otherwiseindicated. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7) Refer to girder(s) for truss to trussconnections.8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 16=156, 9=156. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T41 TrussType FlatGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:292018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-RY3Jft_QNFSdFZ6U2q7AgHfCJndFW9eS2xtj7KzNrci NOTES- 10) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 21 lb down and 11 lb up at 1-0-4, 21 lb down and 12 lb up at 3-0-4, 21lb down and 12 lb up at 5-0-4, 21 lb down and 12 lb up at 7-0-4, 21 lb down and 12 lb up at 9-0-4, 21 lb down and 12 lb up at 11-0-4, 21 lb down and 12 lb up at 13-0-4, and 21 lb down and 12 lb up at 15-0-4, and 21 lb down and 12 lb up at 16-10-8 on top chord, and 6 lb down at 1-0-4, 5 lb down at 3-0-4, 5 lb down at 5-0-4, 5 lbdown at 7-0-4, 5 lb down at 9-0-4, 5 lb down at 11-0-4, 5 lb down at 13-0-4, and 5 lb down at 15-0-4, and 5 lb down at 16-10-8 on bottomchord.The design/selection ofsuchconnection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-8=-61, 9-16=-20 Concentrated Loads(lb)Vert: 14=-1(B) 15=-1(B) 25=-1(B) 26=-1(B) 27=-1(B) 28=-1(B) 29=-1(B) 30=-1(B) 31=-1(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T42 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:302018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-vldhsD_27YaUsjhgcXePDVBN?BxMFgTcHbdGgmzNrch Scale=1:32.3 W1 T1 W1 B1 B2 B3 B2 B4 W2 W3 W4 W5 W5 W7 W5 W6 W5 W4 W3 W8 T2 F1 F2 F1 F3 W6 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 20 21 2x4 3x6 3x4 3x6 2x45x8 1.5x4 5x6 1.5x4 6x6 1.5x4 5x81.5x4 5x6 4x4 4x4 4x4 4x8 1.5x4 4x4 5x6 1.5x4 1.5x4 2-9-0 2-9-0 4-9-0 2-0-0 7-5-0 2-8-0 10-1-0 2-8-0 12-9-0 2-8-0 14-9-0 2-0-0 18-9-0 4-0-0 2-9-0 2-9-0 4-9-0 2-0-0 7-5-0 2-8-0 10-1-0 2-8-0 12-9-0 2-8-0 14-9-0 2-0-0 18-9-0 4-0-0 2-0-11-0-06.0012 PlateOffsets(X,Y)-- [2:0-3-0,0-2-0], [8:0-3-0,0-2-0], [9:0-2-12,0-1-8], [11:0-5-8,0-2-8], [12:0-1-6,0-0-12], [12:0-3-0,Edge], [15:0-1-14,0-0-4], [15:0-3-0,0-3-4], [16:0-5-4,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.27 0.48 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.28 -0.66 0.24 (loc) 13-14 13-14 10 l/defl >796 >331 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SP 2400F 2.0EBOT CHORD2x4SP 2400F 2.0E*Except* F1: 2x4SPFStud WEBS 2x4SPFStud*Except*W1,F3: 2x6SPF No.2, W4: 2x6SP 2400F 2.0E BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-8-1 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-5-11 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)17=739/Mechanical, 10=739/0-6-0(min. 0-1-8) Max Horz17=-65(LC 12)Max Uplift17=-157(LC 12), 10=-157(LC 13) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-17=-703/169, 1-2=-947/215, 2-20=-3399/766, 3-20=-3399/766, 3-4=-4297/943, 4-5=-4476/970, 5-6=-4476/970, 6-7=-3908/840, 7-8=-3908/840, 8-21=-1316/292, 9-21=-1316/292, 9-10=-691/178BOT CHORD 15-16=-250/964, 14-15=-816/3474, 13-14=-971/4297, 12-13=-885/3958, 11-12=-313/1363 WEBS 1-16=-238/1097, 2-16=-996/264, 2-15=-604/2673, 3-15=-375/118, 6-13=-117/538, 6-12=-251/86, 8-12=-624/2830, 8-11=-1112/298, 9-11=-304/1381, 3-14=-178/856 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-2-12 to 3-2-12,Interior(1) 3-2-12 to 18-6-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 3)Provide adequate drainage to preventwater ponding. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)17=157, 10=157. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T43 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:312018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-OxB44Y?husiLUtGsAF9elikVybFi_2plWFMpCCzNrcg Scale:3/8"=1' W1 T1 W1 B1 B2 B3 B2 B4 W3 W2 W4 W5 W4 W7 W6 T2 1 2 3 4 5 6 13 12 11 10 9 8 7 14 4x4 5x6 3x6 5x6 4x42x4 4x4 4x4 3x4 6x10 4x8 1.5x4 6x12 4-9-0 4-9-0 8-9-0 4-0-0 12-9-0 4-0-0 18-9-0 6-0-0 4-9-0 4-9-0 8-9-0 4-0-0 12-9-0 4-0-0 18-9-0 6-0-0 2-10-11-0-0PlateOffsets(X,Y)-- [1:0-3-0,0-2-0], [6:0-3-0,0-1-12], [9:0-6-12,0-4-4], [11:0-6-8,0-4-0], [13:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.51 0.60 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.16 -0.37 0.17 (loc) 9-10 9-10 7 l/defl >999 >593 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-4-5 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 8-0-13 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)13=746/Mechanical, 7=746/0-6-0(min. 0-1-8) Max Horz13=-97(LC 12)Max Uplift13=-162(LC 12), 7=-162(LC 13) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-13=-678/190, 1-14=-1800/455, 2-14=-1800/455, 2-3=-2256/499, 3-4=-2256/499, 4-5=-2103/496, 5-6=-2103/496, 6-7=-665/197 BOT CHORD 2-11=-408/168, 10-11=-512/1897, 9-10=-539/2192, 4-9=-343/157WEBS1-11=-442/1851, 2-10=-91/386, 6-9=-523/2113 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 3)Provide adequate drainage to preventwater ponding. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 13=162, 7=162. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T44 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:312018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-OxB44Y?husiLUtGsAF9elikTLbEj_7ZlWFMpCCzNrcg Scale:3/8"=1' W1 T1 W1 B1 B2 B3 B2 B4 W3 W2 W4 W6 W5 T2 1 2 3 4 5 11 10 9 8 7 6 12 4x4 3x5 3x4 4x4 4x41.5x4 4x4 3x4 3x4 6x10 6x10 4-9-0 4-9-0 12-9-0 8-0-0 18-9-0 6-0-0 4-9-0 4-9-0 12-9-0 8-0-0 18-9-0 6-0-0 3-8-11-0-0PlateOffsets(X,Y)-- [1:0-2-0,0-1-8], [8:0-3-4,0-2-12], [9:0-7-4,0-4-0], [11:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.61 0.66 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.47 0.08 (loc) 8-9 8-9 6 l/defl >999 >473 n/a L/d 240 180 n/a PLATES MT20 Weight: 89 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStud*Except*W4: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-0-10 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)11=746/Mechanical, 6=746/0-6-0(min. 0-1-8) Max Horz11=-129(LC 12)Max Uplift11=-167(LC 12), 6=-167(LC 13) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-11=-693/186, 1-12=-1216/320, 2-12=-1216/320, 2-3=-1397/316, 3-4=-1323/302, 4-5=-1323/302, 5-6=-682/199 BOT CHORD 2-9=-448/226, 8-9=-401/1314, 3-8=-461/223WEBS1-9=-317/1342, 5-8=-355/1406 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 3)Provide adequate drainage to preventwater ponding. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 11=167, 6=167. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T45 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:322018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-s7kSHu0JfAqC61q3kygtIwHeE?brjcivlv6NkfzNrcf Scale=1:32.5 W1 T1 W1 B1 B2 B3 B2 B4 W3 W2 W4 W6 W5 T2 1 2 3 4 5 11 10 9 8 7 6 12 4x4 3x4 3x4 3x4 4x41.5x4 3x4 3x4 3x4 6x10 5x12 4-9-0 4-9-0 12-9-0 8-0-0 18-9-0 6-0-0 4-9-0 4-9-0 12-9-0 8-0-0 18-9-0 6-0-0 4-6-11-0-0PlateOffsets(X,Y)-- [1:0-1-12,0-1-8], [2:0-1-12,0-1-8], [5:0-1-12,0-1-8], [8:0-4-4,0-2-0], [9:0-7-4,0-4-0], [11:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.61 0.61 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.05 (loc) 8-9 8-9 6 l/defl >999 >521 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStud*Except*W4: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-9-15 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)11=746/Mechanical, 6=746/0-6-0(min. 0-1-8) Max Horz11=-161(LC 12)Max Uplift11=-173(LC 12), 6=-173(LC 13) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-11=-698/187, 1-12=-899/254, 2-12=-899/254, 2-3=-1036/234, 3-4=-995/226, 4-5=-995/226, 5-6=-686/206 BOT CHORD 2-9=-462/238, 8-9=-339/955, 3-8=-466/226WEBS1-9=-252/1078, 5-8=-298/1123 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 3)Provide adequate drainage to preventwater ponding. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 11=173, 6=173. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T46 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:332018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-KKIqVE1xQTy3jAPFHgB6r7pp1OyaS412zZrwG5zNrce Scale=1:34.3 W1 T1 W1 B1 B2 B3 B2 B4 W3 W2 W4 W6 W5 T2 1 2 3 4 5 11 10 9 8 7 6 12 4x4 3x4 3x4 3x4 4x41.5x4 3x4 3x4 3x4 6x10 5x12 4-9-0 4-9-0 12-9-0 8-0-0 18-9-0 6-0-0 4-9-0 4-9-0 12-9-0 8-0-0 18-9-0 6-0-0 5-4-11-0-0PlateOffsets(X,Y)-- [2:0-1-12,0-1-8], [8:0-4-4,0-2-0], [9:0-7-4,0-4-0], [11:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.60 0.57 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.04 (loc) 8-9 8-9 6 l/defl >999 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 99 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStud*Except*W4: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-5-9 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)11=746/Mechanical, 6=746/0-6-0(min. 0-1-8) Max Horz11=-193(LC 12)Max Uplift11=-181(LC 12), 6=-181(LC 13) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 1-11=-701/186, 1-12=-713/216, 2-12=-713/216, 2-3=-824/186, 3-4=-797/181, 4-5=-797/181, 5-6=-689/214 BOT CHORD 2-9=-470/250, 8-9=-318/749, 3-8=-469/229WEBS9-11=-205/254, 1-9=-215/936, 5-8=-271/961 NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 18-7-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 3)Provide adequate drainage to preventwater ponding. 4)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 5) Refer to girder(s) for truss to trussconnections. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 11=181, 6=181. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T47 TrussType FlatGirder Qty 1 Ply 2 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:342018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-oWsCia1ZBn4wLK_RrNiLNLM_soKqBOHBCDbUpXzNrcd Scale=1:38.1 W1 T1 W1 B1 W2 W3 W4 W3 W4 W3 W2 T2 B2 1 2 3 4 5 6 12 11 10 9 8 713141516171819 3x8 8x8 4x6 8x8 3x86x12MT18H12x12 2x4 4x10 4x8 2x4 12x12 4-9-2 4-9-2 9-4-8 4-7-6 13-11-14 4-7-6 18-9-0 4-9-2 4-9-2 4-9-2 9-4-8 4-7-6 13-11-14 4-7-6 18-9-0 4-9-2 6-0-10PlateOffsets(X,Y)-- [1:0-3-8,0-3-4], [3:0-4-0,0-1-8], [6:0-3-8,0-3-4], [7:Edge,0-5-8], [8:0-6-0,0-6-4], [9:0-6-4,0-2-0], [11:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.60 0.44 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.02 (loc) 8-9 8-9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 312 lb FT= 14% GRIP 197/144 244/190 LUMBER- TOP CHORD2x6SPF No.2BOT CHORD2x8SP 2400F 2.0E WEBS 2x4SPFStud*Except* W1: 2x6SPF No.2, W2: 2x4SPF 1650F 1.5E BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)12=8463/Mechanical, 7=7478/0-6-0(min. 0-3-2) Max Horz12=-211(LC 8)Max Uplift12=-1273(LC 8), 7=-1020(LC 9) MaxGrav12=8463(LC 1), 7=7563(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-12=-6631/979, 1-2=-5391/780, 2-3=-5391/780, 3-4=-5202/707, 4-5=-5202/707, 5-6=-5202/707, 6-7=-6411/894 BOT CHORD 10-11=-997/6936, 10-15=-997/6936, 9-15=-997/6936, 9-16=-997/6936, 16-17=-997/6936, 8-17=-997/6936 WEBS 1-11=-1186/8336, 3-11=-2409/280, 3-9=-312/3608, 3-8=-2704/391, 6-8=-1079/8061 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Topchordsconnected as follows: 2x6- 2 rowsstaggered at 0-9-0 oc. Bottomchordsconnected as follows: 2x8- 2 rowsstaggered at 0-4-0 oc. Websconnected as follows: 2x4- 1 row at 0-9-0 oc. 2)Allloads areconsidered equally applied to all plies, exceptif noted as front(F) or back(B) facein the LOAD CASE(S)section.Ply to plyconnections have been provided to distribute onlyloads noted as(F) or(B), unless otherwiseindicated. 3)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plategrip DOL=1.60 4)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowloadgoverns. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 5) Unbalancedsnowloads have been considered for this design. 6)Provide adequate drainage to preventwater ponding.7)All plates areMT20 plates unless otherwiseindicated. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 9) Refer to girder(s) for truss to trussconnections.10)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 12=1273, 7=1020. 11)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T47 TrussType FlatGirder Qty 1 Ply 2 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:352018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-GiQavw2By4CnzUZdP5EawYv9cCg3wrXLRtK1L_zNrcc NOTES- 12) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 1516 lb down and 264 lb up at 1-0-4, 1837 lb down and 314 lb up at 2-11-8, 1592 lb down and 245 lb up at 5-0-4, 1606 lb down and 214 lb up at 7-0-4, 1739 lb down and 183 lb up at 9-0-4, 1872 lb down and 187 lb up at 11-0-4, 1586 lb down and 196 lb up at 13-0-4, and 1586 lb down and 196 lb up at 15-0-4, and 1586 lb down and 196 lb up at 17-0-4 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-6=-61, 7-12=-20 Concentrated Loads(lb) Vert: 10=-1606(F) 11=-1580(F) 13=-1516(F) 14=-1837(F) 15=-1739(F) 16=-1872(F) 17=-1434(F) 18=-1438(F) 19=-1442(F) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T48 TrussType HalfHipGirder Qty 1 Ply 2 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:362018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-kv_z7G3pjOKeae8qzolpSmRPqcvofI6UfX4atQzNrcb Scale=1:44.2 0-1-10W1 T1 T2 B1 B2 B3 W2 W4 W3 W5 W6 W7 W8 W9 W10 W11 T3 B4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 20 21 2223242526 8x12MT18H 2x4 6x8 5x6 6x6 3x6 6x86x8 8x10 6x10 12x18MT18H 5x6 8x8 3x4 3x10 5x12MT18H 1-10-0 1-10-0 5-5-11 3-7-11 9-1-7 3-7-11 13-7-14 4-6-8 18-2-6 4-6-8 23-4-0 5-1-10 1-10-0 1-10-0 5-5-11 3-7-11 9-1-7 3-7-11 13-7-14 4-6-8 18-2-6 4-6-8 23-4-0 5-1-10 24-2-12 0-10-12 4-3-126-5-60-6-52-0-05.0012 PlateOffsets(X,Y)-- [2:0-2-8,0-2-4], [3:0-2-4,0-1-12], [11:0-3-8,0-5-12], [12:0-8-14,0-8-0], [14:0-3-8,0-3-0], [16:0-6-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.31 0.80 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.34 0.07 (loc) 11 11 8 l/defl >999 >819 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 437 lb FT= 20% GRIP 197/144 197/144 LUMBER- TOP CHORD2x6SP 2400F 2.0EBOT CHORD2x10SP 2400F 2.0E*Except* B1: 2x8SP 2400F 2.0E,B2: 2x4SPF 1650F 1.5E WEBS 2x4SPFStud*Except*W4,W6: 2x4SPF No.2, W7: 2x8SP 2400F 2.0E BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-2-9 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing,Except: 6-0-0 oc bracing: 15-16. REACTIONS.(lb/size)17=7168/0-6-0(min. 0-3-0), 8=7400/0-6-0(min. 0-3-3)Max Horz17=-250(LC 54) Max Uplift17=-1230(LC 9), 8=-1456(LC 13) MaxGrav17=7246(LC 31), 8=7635(LC 32) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-17=-253/47, 2-20=-3495/590, 3-20=-3495/590, 3-4=-10821/1924, 4-21=-11907/2086, 5-21=-11989/2077, 5-6=-14707/2664, 6-7=-14751/2651, 7-8=-16443/3045, 8-22=-14639/2686 BOT CHORD 16-17=-397/3346, 2-16=-1105/6850, 14-15=-57/369, 13-14=-1021/6698, 12-13=-1021/6698, 12-23=-2319/13596, 11-23=-2319/13596, 11-24=-2734/15121, 24-25=-2734/15121, 10-25=-2734/15121, 10-26=-2734/15121, 8-26=-2734/15121 WEBS 2-17=-7616/1285, 14-16=-1128/7412, 3-16=-4635/909, 3-14=-2965/515, 3-12=-1285/7285, 4-12=-722/4368, 5-12=-3471/829, 5-11=-651/3076, 7-11=-1671/455, 7-10=-241/1143 NOTES- 1) 2-ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Topchordsconnected as follows: 2x4- 1 row at 0-9-0 oc, 2x6- 2 rowsstaggered at 0-9-0 oc. Bottomchordsconnected as follows: 2x8- 2 rowsstaggered at 0-9-0 oc, 2x4- 1 row at 0-9-0 oc, 2x10- 3 rowsstaggered at 0-2-0 oc.Websconnected as follows: 2x4- 1 row at 0-9-0 oc, 2x8- 2 rowsstaggered at 0-9-0 oc. 2)Allloads areconsidered equally applied to all plies, exceptif noted as front(F) or back(B) facein the LOAD CASE(S)section.Ply to plyconnections have been provided to distribute onlyloads noted as(F) or(B), unless otherwiseindicated.3) Unbalancedroofliveloads have been considered for this design. 4)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverright exposed ; end verticalright exposed; Lumber DOL=1.60 plate grip DOL=1.605)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.6) Unbalancedsnowloads have been considered for this design. 7)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 8)Provide adequate drainage to preventwater ponding. 9)All plates areMT20 plates unless otherwiseindicated. 10)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T48 TrussType HalfHipGirder Qty 1 Ply 2 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:362018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-kv_z7G3pjOKeae8qzolpSmRPqcvofI6UfX4atQzNrcb NOTES- 11)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 17=1230, 8=1456. 12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. 13) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 8443 lb down and 1293 lb up at 9-7-8, 726 lb down and 201 lb up at 11-4-12, 726 lb down and 193 lb up at 13-4-12, 726 lb down and 187 lb up at 15-4-12, 726 lb down and 182 lb up at 17-4-12, and 719 lb down and 177 lb up at 19-4-12, and 731 lb down and 179 lb up at 21-4-12 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-4=-61, 4-9=-51, 16-17=-20, 8-15=-20 Concentrated Loads(lb) Vert: 12=-8443(F) 11=-726(F) 19=-731(F) 23=-726(F) 24=-726(F) 25=-726(F) 26=-719(F) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T49 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:372018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-C5YLKc4RUiSVCoj0WVG2?z_UJ0H0OtMeuBp8QszNrca Scale=1:48.5 0-1-10W1 T1 T2 T3 B1 B2 B3 W2 W4 W3 W5 W6 W7 W8 T4 B4 HW2 1 2 3 4 5 6 78 14 13 12 11 10 9 1819 20 21 22 3x4 1.5x4 6x6 4x6 3x4 3x5 1.5x4 3x53x10 5x8 3x5 1.5x4 4x6 1-10-0 1-10-0 6-1-0 4-3-0 14-7-5 8-6-5 23-4-0 8-8-11 1-10-0 1-10-0 6-1-0 4-3-0 7-11-3 1-10-4 15-6-7 7-7-4 23-4-0 7-9-9 24-2-12 0-10-12 4-0-74-11-56-11-50-6-52-0-06-0-75.0012 PlateOffsets(X,Y)-- [7:0-0-0,0-1-0], [13:0-5-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.65 0.67 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.29 0.02 (loc) 9-17 9-17 7 l/defl >999 >968 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStud*Except*W7: 2x4SPF No.2 WEDGE Right: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-5-13 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)14=872/0-6-0(min. 0-1-8), 7=875/0-6-0(min. 0-1-9) Max Horz14=-217(LC 12)Max Uplift14=-120(LC 12), 7=-187(LC 17) MaxGrav14=926(LC 2), 7=982(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-18=-464/123, 18-19=-463/123, 3-19=-462/123, 3-4=-791/227, 4-20=-1448/388, 20-21=-1470/374, 5-21=-1479/373, 5-6=-1577/356, 6-22=-1538/319, 7-22=-1696/288 BOT CHORD 13-14=0/454, 2-13=-33/680, 10-11=0/738, 9-10=0/738, 7-9=-201/1490 WEBS 2-14=-1014/161, 11-13=0/811, 3-13=-358/161, 3-11=-278/81, 4-9=-236/892, 6-9=-466/279 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 7-11-3,Exterior(2) 7-11-3 to 10-11-3 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)14=120, 7=187. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T50 TrussType Roof Special Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:392018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-9Uf5lH5i0JjDR5tPewIW4O3pgpxTsnpwMVIEUlzNrcY Scale=1:48.5 0-1-10W1 T1 T2 T3 B1 B2 B3 W2 W4 W3 W5 W6 W7 W8 T4 B4 HW2 1 2 3 4 5 6 78 14 13 12 11 10 9 18 19 20 21 22 23 24 3x4 1.5x4 6x6 4x6 3x4 3x5 1.5x4 3x54x8 6x8 3x4 1.5x4 4x6 1-10-0 1-10-0 4-1-0 2-3-0 13-7-5 9-6-5 23-4-0 9-8-11 1-10-0 1-10-0 4-1-0 2-3-0 7-11-3 3-10-4 15-6-7 7-7-4 23-4-0 7-9-9 24-2-12 0-10-12 3-2-74-11-56-11-50-6-52-0-05-2-75.0012 PlateOffsets(X,Y)-- [7:0-0-0,0-1-4], [13:0-5-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.66 0.80 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.41 0.03 (loc) 9-17 9-17 7 l/defl >999 >673 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStud*Except*W6,W7: 2x4SPF No.2 WEDGE Right: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-8-2 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)14=856/0-6-0(min. 0-1-8), 7=871/0-6-0(min. 0-1-9) Max Horz14=-178(LC 12)Max Uplift14=-104(LC 16), 7=-188(LC 17) MaxGrav14=926(LC 2), 7=982(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-18=-594/118, 18-19=-592/118, 3-19=-592/118, 3-20=-736/210, 20-21=-716/212, 4-21=-653/226, 4-22=-1319/328, 22-23=-1341/315, 5-23=-1350/313, 5-6=-1449/297, 6-24=-1528/330, 7-24=-1685/299 BOT CHORD 13-14=0/592, 2-13=-67/789, 10-11=0/728, 9-10=0/728, 7-9=-211/1482 WEBS 2-14=-1079/143, 11-13=0/918, 3-11=-359/91, 4-9=-164/805, 6-9=-474/279 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-1-12 to 3-1-12,Interior(1) 3-1-12 to 7-11-3,Exterior(2) 7-11-3 to 10-11-3 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)14=104, 7=188. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T51 TrussType Roof Special Qty 3 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:402018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-dgDTzd6Kndr33FSbCepldbc11DIwb6c4a92o0BzNrcX Scale=1:45.6 T1 T2 B1 B2 B3 W1 W2 W3 W4 W6 W5 W7 T3HW1 HW1 1 2 3 4 5 6 7 8 13 12 11 10 9 20 21 22 23 4x6 4x4 3x4 3x5 1.5x4 4x6 3x4 1.5x4 3x8 3x8 4x10 3x4 5-11-13 5-11-13 10-7-3 4-7-6 15-6-0 4-10-13 19-5-13 3-11-13 26-0-0 6-6-3 5-11-13 5-11-13 10-7-3 4-7-6 15-6-0 4-10-13 19-5-13 3-11-13 26-0-0 6-6-3 26-10-12 0-10-12 0-6-54-11-56-11-50-6-52-0-05.0012 PlateOffsets(X,Y)-- [5:0-1-12,0-1-8], [7:Edge,0-1-0], [9:0-3-4,0-1-8], [11:0-6-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.49 0.72 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.16 (loc) 11 11-12 7 l/defl >999 >752 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStudWEDGE Left: 2x4SPFStud, Right: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-3-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)1=920/0-6-0(min. 0-1-10), 7=967/0-6-0(min. 0-1-11) Max Horz1=-173(LC 17) Max Uplift1=-129(LC 16), 7=-197(LC 17)MaxGrav1=1039(LC 2), 7=1095(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-20=-2023/282, 2-20=-1948/296, 2-21=-1610/255, 3-21=-1555/275, 3-22=-1555/260, 4-22=-1565/246, 4-5=-1614/243, 5-6=-2931/410, 6-23=-1914/336, 7-23=-1995/309 BOT CHORD 1-13=-179/1798, 12-13=-179/1798, 11-12=-236/2702, 5-11=-82/894, 7-9=-225/1767 WEBS 2-12=-467/173, 3-12=-85/915, 5-12=-1416/297, 9-11=-245/1957, 6-11=-47/912, 6-9=-862/181 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-0-0 to 3-0-0,Interior(1) 3-0-0 to 10-7-3,Exterior(2) 10-7-3 to 13-7-3zone; cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)1=129, 7=197. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T52 TrussType ROOF SPECIAL Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:412018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-5snsAz7yYwzwhP0nlLL_9p8Code9KZtDponLZdzNrcW Scale=1:46.6 T1 T2 B1 B2 B3 W1 W2 W3 W4 W6 W5 W7 T3HW1 HW1 1 2 3 4 5 6 7 89 14 13 12 11 10 21 22 23 24 4x4 3x4 4x6 3x5 1.5x4 4x6 3x4 1.5x4 3x8 3x8 4x10 3x4 5-11-13 5-11-13 10-7-3 4-7-6 15-6-0 4-10-13 19-5-13 3-11-13 26-0-0 6-6-3 -0-10-12 0-10-12 5-11-13 5-11-13 10-7-3 4-7-6 15-6-0 4-10-13 19-5-13 3-11-13 26-0-0 6-6-3 26-10-12 0-10-12 0-6-54-11-56-11-50-6-520-05.0012 PlateOffsets(X,Y)-- [2:0-0-0,0-1-0], [6:0-1-12,0-1-8], [8:0-0-0,0-1-0], [10:0-3-4,0-1-8], [12:0-6-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.49 0.72 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.16 (loc) 12 12-13 8 l/defl >999 >751 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStudWEDGE Left: 2x4SPFStud, Right: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 3-3-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=966/0-6-0(min. 0-1-11), 8=966/0-6-0(min. 0-1-11) Max Horz2=-166(LC 17) Max Uplift2=-150(LC 16), 8=-197(LC 17)MaxGrav2=1094(LC 2), 8=1094(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-21=-2014/255, 3-21=-1938/279, 3-22=-1607/251, 4-22=-1552/270, 4-23=-1552/258, 5-23=-1568/243, 5-6=-1611/242, 6-7=-2927/410, 7-24=-1912/335, 8-24=-1993/309 BOT CHORD 2-14=-175/1789, 13-14=-175/1789, 12-13=-233/2698, 6-12=-82/893, 8-10=-225/1765 WEBS 3-13=-460/171, 4-13=-79/912, 6-13=-1415/297, 10-12=-244/1955, 7-12=-45/910, 7-10=-861/180 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 10-7-3,Exterior(2) 10-7-3 to 13-7-3 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangsnon-concurrentwith otherliveloads. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb)2=150, 8=197. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T53 TrussType HIP Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:422018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-Z2LENJ8aJE5nIZb_J3sDi0hL81y034pN2SXv54zNrcV Scale=1:47.2 0-1-100-1-10T1 T2 T3 B1 B2 B3 W1 W2 W3 W2 W4 W6 W5 W7 W8 T4 HW1 HW1 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 23 24 25 26 27 28 29 30 31 4x4 6x8 3x5 5x6 1.5x4 1.5x4 5x6 3x8 1.5x4 1.5x4 6x10 3x4 5x12 1.5x4 9-4-0 9-4-0 11-10-7 2-6-7 15-6-0 3-7-9 18-11-4 3-5-3 26-0-0 7-0-12 -0-10-12 0-10-12 4-9-3 4-9-3 9-4-0 4-6-13 11-10-7 2-6-7 15-6-0 3-7-9 18-11-4 3-5-3 22-4-7 3-5-3 26-0-0 3-7-9 26-10-12 0-10-12 0-6-54-3-66-5-00-6-52-0-05.0012 PlateOffsets(X,Y)-- [5:0-2-8,0-1-4], [10:0-0-0,0-1-12], [14:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.58 0.87 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.44 0.16 (loc) 13 14-15 10 l/defl >999 >704 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud WEBS 2x4SPFStud*Except*W6: 2x4SPF No.2 WEDGE Left: 2x4SPFStud, Right: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-9-7 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=981/0-6-0(min. 0-2-2), 10=976/0-6-0(min. 0-2-1) Max Horz2=-156(LC 17)Max Uplift2=-138(LC 16), 10=-189(LC 17) MaxGrav2=1348(LC 39), 10=1303(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-23=-2488/361, 23-24=-2403/368, 3-24=-2360/379, 3-25=-2066/281, 25-26=-2017/286, 4-26=-1989/300, 4-5=-1827/306, 5-27=-3306/521, 6-27=-3380/513, 6-28=-3286/456, 28-29=-3310/454, 7-29=-3377/442, 7-8=-2264/306, 8-9=-2301/296, 9-30=-2452/361, 30-31=-2510/351, 10-31=-2531/348 BOT CHORD 2-16=-223/2218, 15-16=-131/1971, 14-15=-131/1974, 10-12=-274/2263 WEBS 3-16=-411/195, 4-16=-23/500, 5-16=-292/118, 5-14=-259/1624, 12-14=-216/2379, 7-14=-96/1026, 7-12=-1095/166 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 9-4-0,Exterior(2) 9-4-0 to 11-10-7,Interior(1) 16-1-5 to 26-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=138, 10=189. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T54 TrussType Hip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:432018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-1Fvcbf8C4YDewjAAtmNSFEERRQJOoTeWG6GSdWzNrcU Scale=1:47.2 0-1-100-1-10T1 T2 T3 B1 B2 B3 W1 W2 W1 W3 W5 W4 W6 HW1 HW1 1 2 3 4 5 6 78 13 12 11 10 9 20 21 22 23 24 25 26 27 28 6x6 5x6 2x4 2x4 4x6 1.5x4 3x4 5x12 4x8 6x10 3x4 7-4-0 7-4-0 13-10-7 6-6-7 15-6-0 1-7-9 20-7-13 5-1-13 26-0-0 5-4-3 -0-10-12 0-10-12 7-4-0 7-4-0 13-10-7 6-6-7 15-6-0 1-7-9 20-7-13 5-1-13 26-0-0 5-4-3 26-10-12 0-10-12 0-6-53-5-65-7-00-6-52-0-05.0012 PlateOffsets(X,Y)-- [2:0-0-0,0-1-8], [4:0-6-0,0-1-5], [7:0-0-0,0-0-12], [9:0-3-8,0-2-0], [11:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.93 0.74 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.38 0.15 (loc) 11 10 7 l/defl >999 >811 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 *Except*T2: 2x4SPF 1650F 1.5E BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStudWEBS2x4SPFStud*Except* W2: 2x4SPF No.2 WEDGELeft: 2x4SPFStud, Right: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=1005/0-6-0(min. 0-1-15), 7=993/0-6-0(min. 0-2-0)Max Horz2=-141(LC 17) Max Uplift2=-133(LC 12), 7=-174(LC 17) MaxGrav2=1218(LC 39), 7=1284(LC 39) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-20=-2072/314, 20-21=-1981/324, 3-21=-1947/343, 3-22=-2203/429, 22-23=-2203/429, 23-24=-2203/429, 24-25=-2203/429, 4-25=-2203/429, 4-5=-2928/540, 5-26=-2947/507, 26-27=-2947/496, 6-27=-3029/487, 6-28=-2236/346, 7-28=-2329/324 BOT CHORD 2-13=-165/1803, 12-13=-168/1796, 11-12=-232/2202, 7-9=-261/2064 WEBS 3-13=0/279, 3-12=-108/566, 4-11=-206/1039, 9-11=-279/2132, 6-11=-79/713, 6-9=-737/178 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 7-4-0,Exterior(2) 7-4-0 to 18-1-5,Interior(1) 18-1-5 to 26-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flatroofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design.5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=133, 7=174. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T55 TrussType HipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:452018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-zd1M0LATb9TM90KY_BPwKfJyAE4kGO4pkQlZiOzNrcS Scale=1:47.1 0-1-100-1-10T1 T2 T3B1B2 B3 W1 W2 W3 W2 W3 W4 W6 W5 W7 W8 W9 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 32 33 6x8 5x6 6x8 4x4 3x8 2x4 3x10 3x4 3x4 3x4 7x14MT18H 5x6 4x12 3x4 2x4 5-4-0 5-4-0 8-9-9 3-5-9 12-4-14 3-7-5 15-6-0 3-1-2 19-0-9 3-6-9 22-2-11 3-2-2 26-0-0 3-9-5 -0-10-12 0-10-12 5-4-0 5-4-0 8-9-9 3-5-9 12-4-14 3-7-5 15-10-7 3-5-9 19-0-9 3-2-2 22-2-11 3-2-2 26-0-0 3-9-5 26-10-12 0-10-12 0-6-52-7-64-9-00-6-52-0-05.0012 PlateOffsets(X,Y)-- [2:0-1-3,Edge], [6:0-4-4,0-2-11], [9:0-8-11,0-0-14], [12:0-5-8,0-1-8], [14:0-3-8,0-5-0], [16:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-MSH 0.21 0.42 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.47 0.17 (loc) 14-15 14-15 9 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 MT18H Weight: 175 lb FT= 20% GRIP 197/144 197/144 LUMBER- TOP CHORD2x6SP 2400F 2.0EBOT CHORD2x6SP 2400F 2.0E*Except* B2: 2x8SP 2400F 2.0E WEBS 2x4SPFStud*Except*W6: 2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-1-2 oc purlins.BOT CHORD Rigidceiling directly applied or 9-7-1 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)2=1830/0-6-0(min. 0-1-10), 9=1643/0-6-0(min. 0-1-9)Max Horz2=-126(LC 59) Max Uplift2=-394(LC 8), 9=-389(LC 13) MaxGrav2=1970(LC 35), 9=1888(LC 35) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-3=-4221/885, 3-24=-5392/1187, 4-24=-5394/1187, 4-25=-6031/1328, 25-26=-6031/1328, 5-26=-6031/1328, 5-27=-5748/1265, 27-28=-5746/1264, 6-28=-5743/1263, 6-7=-5570/1218, 7-8=-3575/800, 8-9=-3665/774 BOT CHORD 2-17=-711/3861, 17-29=-720/3851, 16-29=-720/3851, 16-30=-1059/5392, 30-31=-1059/5392, 15-31=-1059/5392, 15-32=-1194/6031, 32-33=-1194/6031, 14-33=-1194/6031, 6-14=-344/1873, 12-13=-140/689, 11-12=-652/3320, 9-11=-652/3320 WEBS 3-17=0/280, 3-16=-411/1874, 4-16=-827/296, 4-15=-189/787, 5-14=-453/95, 12-14=-579/3044, 7-14=-422/1993, 7-12=-1532/348 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone;cantileverleft and right exposed ; end verticalleft and right exposed; Lumber DOL=1.60 plate grip DOL=1.603)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0 Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)All plates areMT20 plates unless otherwiseindicated. 8)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except(jt=lb) 2=394, 9=389. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. Continued on page 2 DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T55 TrussType HipGirder Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:452018 Page2ID:QkGN1cYootkGKO_KhGWsWbzy61c-zd1M0LATb9TM90KY_BPwKfJyAE4kGO4pkQlZiOzNrcS NOTES- 11) Hanger(s) or otherconnection device(s)shall be providedsufficient to supportconcentratedload(s) 298 lb down and 236 lb up at 5-4-0, 99 lb down and 87 lb up at 7-4-12, 99 lb down and 87 lb up at 9-4-12, 99 lb down and 87 lb up at 11-4-12, and 99 lb down and 87 lb up at 13-4-12, and 99 lb down and 87 lb up at 15-4-12 on top chord, and 160 lb down at 5-4-0, 58 lb down at 7-4-12, 58 lb down at 9-4-12, 58 lb down at 11-4-12, 58 lb down at 13-4-12, and 58 lb down at 15-4-12, and 519 lbdown and 179 lb up at 15-9-10 on bottomchord.The design/selection of suchconnection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F) or back(B). LOADCASE(S)Standard 1) Dead +Snow(balanced): LumberIncrease=1.15,PlateIncrease=1.15 Uniform Loads(plf) Vert: 1-3=-51, 3-6=-61, 6-10=-51, 14-18=-20, 13-21=-20 Concentrated Loads(lb) Vert: 3=-232(B) 17=-127(B) 14=-519(B) 24=-68(B) 25=-68(B) 26=-68(B) 27=-68(B) 28=-71(B) 29=-43(B) 30=-43(B) 31=-43(B) 32=-43(B) 33=-43(B) DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T56 TrussType HalfHip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:462018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-RqblDhB5MTbDnAvlYuw9sss66eQL??Uyz4V6ErzNrcR Scale=1:24.7 0-1-10T1 T2 W4 B1 W1 W2 W3 1 2 3 4 5 7 6 11 4x4 1.5x4 4x4 1.5x4 3x8 3x4 8-1-9 8-1-9 10-0-8 1-10-15 -0-10-12 0-10-12 4-1-15 4-1-15 8-1-9 3-11-10 10-0-8 1-10-15 0-6-53-9-63-11-03-9-65.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.26 0.40 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.01 (loc) 7-10 7-10 6 l/defl >999 >614 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)6=364/Mechanical, 2=400/0-6-0(min. 0-1-8) Max Horz2=156(LC 15) Max Uplift6=-67(LC 16), 2=-89(LC 16)MaxGrav6=424(LC 36), 2=586(LC 36) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.TOP CHORD 2-11=-771/133, 3-11=-660/148, 3-4=-319/67, 5-6=-446/149 BOT CHORD 2-7=-287/664 WEBS 3-7=-487/209, 5-7=-128/471 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 8-1-9,Exterior(2) 8-1-9 to 9-10-12 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads.6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8) Refer to girder(s) for truss to trussconnections.9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 6, 2. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T57 TrussType HalfHip Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:472018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-w087R1Bj7mj4PKUx6cROP4OBl2m0kSR6BkEgmHzNrcQ Scale=1:20.9 0-1-10T1 T2 W3 B1 W1 W2 HW1 1 2 3 4 6 5 10 11 12 13 1.5x4 4x6 1.5x4 3x4 6x6 6-1-9 6-1-9 10-0-8 3-10-15 -0-10-12 0-10-12 6-1-9 6-1-9 10-0-8 3-10-15 0-6-52-11-63-1-02-11-65.0012 PlateOffsets(X,Y)-- [2:0-0-0,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-MP 0.65 0.44 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 6-9 6-9 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud WEDGELeft: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)2=405/0-6-0(min. 0-1-8), 5=379/Mechanical Max Horz2=120(LC 15)Max Uplift2=-84(LC 16), 5=-72(LC 13) MaxGrav2=555(LC 36), 5=410(LC 35) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-10=-536/86, 10-11=-429/102, 3-11=-360/103 BOT CHORD 2-6=-174/397, 5-6=-176/388WEBS3-5=-478/178 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)-0-10-12 to 2-1-4,Interior(1) 2-1-4 to 6-1-9,Exterior(2) 6-1-9 to 9-10-12 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 6)Provide adequate drainage to preventwater ponding. 7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads.8) Refer to girder(s) for truss to trussconnections. 9)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 2, 5. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss T58GE TrussType GABLECOMMON Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:482018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-OCiVeMCLu4rx0U37gJzdyHxWhRCbTyRFQO_DIjzNrcP Scale=1:18.5 0-1-10T1 T2 W1 B1 ST3ST3ST2 ST1 HW1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 3x4 3x4 3x8 10-0-8 10-0-8 -0-10-12 0-10-12 4-9-10 4-9-10 10-0-8 5-2-15 0-6-52-4-112-6-52-4-115.0012 PlateOffsets(X,Y)-- [2:0-2-8,Edge], [2:0-0-0,0-1-0], [5:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.06 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStudWEDGE Left: 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.All bearings 10-0-8. (lb)-Max Horz2=94(LC 13) Max UpliftAll uplift 100 lb orless at joint(s) 9, 2, 10, 11, 12, 13MaxGravAllreactions 250 lb orless at joint(s) 9, 2, 10, 11, 12, 13 FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-C Corner(3)-0-10-12 to 2-0-8,Exterior(2) 2-0-8 to 4-9-10, Corner(3) 4-9-10 to 8-0-8 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed forwindloadsin the plane of the truss only.Forstuds exposed to wind(normal to the face),seeStandardIndustry GableEnd Details as applicable, orconsult qualified building designer as perANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 5) Unbalancedsnowloads have been considered for this design.6)This truss has been designed for greater of minroofliveload of 12.0 psf or 2.00 times flatroofload of 15.4 psf on overhangs non-concurrentwith otherliveloads. 7)Provide adequate drainage to preventwater ponding.8)All plates are 1.5x4MT20 unless otherwiseindicated. 9)Gablerequirescontinuous bottomchord bearing. 10)Gablestudsspaced at 2-0-0 oc.11)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 12)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 9, 2, 10, 11, 12, 13.13)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V01GE TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:492018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-sPGtriDzfOzoeeeKD1UsUVUf8rVyCOyPf2jmrAzNrcO Scale=1:42.0 0-1-150-1-15T1 T2 T1 B1 B2 B3 B2 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 3x4 3x4 3x4 3x41.5x4 1.5x4 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-8-82-8-96-3-15 6-3-15 10-0-7 3-8-8 16-4-6 6-3-15 5-6-14 5-6-14 6-3-15 0-9-1 10-0-7 3-8-8 10-9-7 0-9-1 16-4-6 5-6-14 6-4-16-6-12-8-96-4-114.0012 PlateOffsets(X,Y)-- [4:0-2-2,0-1-8], [8:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.14 0.15 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.03 (loc) 16 16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 *Except* B2: 2x4SPFStud OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 6-3-15. (lb)-Max Horz1=-165(LC 14) Max UpliftAll uplift 100 lb orless at joint(s) 11, 17, 15, 19, 13 except 1=-156(LC 12), 20=-170(LC 16),12=-176(LC 17) MaxGravAllreactions 250 lb orless at joint(s) 1, 11, 18, 14, 14, 13 except 17=373(LC 51), 15=359(LC 51), 19=270(LC 46), 20=289(LC 46), 12=297(LC 48) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 2-21=-210/279, 3-21=-180/287, 3-4=-231/296, 8-9=-231/285BOT CHORD 5-17=-318/98, 7-15=-304/69 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-C Corner(3) 0-3-13 to 3-3-13,Exterior(2) 3-3-13 to 5-6-14, Corner(3) 5-6-14 to 13-9-7, Exterior(2) 13-9-7 to 16-0-9zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces &MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed forwindloadsin the plane of the truss only.Forstuds exposed to wind(normal to the face),seeStandardIndustry GableEnd Details as applicable, orconsult qualified building designer as perANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4.5) Unbalancedsnowloads have been considered for this design. 6)This trussis not designed to support a ceiling and is not intended for usewhere aesthetics are a consideration. 7)Provide adequate drainage to preventwater ponding.8)Gablestudsspaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 10)Bearing at joint(s) 17, 15 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverifycapacity of bearingsurface. 11)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 11, 17, 15, 19, 13 except(jt=lb) 1=156, 20=170, 12=176.12)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V02 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:512018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-onOdGOFDB?DWtxniLSWKZwZ?efC8gI4i6MCtv2zNrcM Scale=1:39.6 0-1-150-1-15T1 T2 T1 B1 ST2 ST1 ST1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 17 18 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-3 0-0-3 13-6-1 13-5-14 5-6-14 5-6-14 7-11-3 2-4-5 13-6-1 5-6-14 0-0-46-4-16-6-10-0-46-4-114.0012 PlateOffsets(X,Y)-- [3:0-2-2,0-1-8], [5:0-2-2,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.14 0.10 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.All bearings 13-5-10. (lb)-Max Horz1=-165(LC 12) Max UpliftAll uplift 100 lb orless at joint(s) 1, 7 except 10=-233(LC 16), 8=-231(LC 17)MaxGravAllreactions 250 lb orless at joint(s) 9 except 1=257(LC 50), 7=252(LC 38), 10=448(LC 46), 8=446(LC 48) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. TOP CHORD 1-11=-303/95, 2-12=-314/107, 6-17=-314/107, 7-18=-295/79 WEBS 2-10=-364/263, 6-8=-362/262 NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-3-13 to 3-3-13,Interior(1) 3-3-13 to 5-6-14,Exterior(2) 5-6-14 to 7-11-3, Interior(1) 12-2-2 to 13-2-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces & MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=20.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1, Lu=50-0-0;Min. flatroofsnowload governs. Rainsurcharge applied to all exposedsurfaceswithslopesless than 0.500/12 in accordancewithIBC 1608.3.4. 4) Unbalancedsnowloads have been considered for this design. 5)Provide adequate drainage to preventwater ponding. 6)Gablerequirescontinuous bottomchord bearing.7)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 7 except(jt=lb) 10=233, 8=231.9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V03 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:512018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-onOdGOFDB?DWtxniLSWKZwZvNfAQgI7i6MCtv2zNrcM Scale=1:41.0 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 9 10 3x4 4x4 3x4 1.5x4 0-0-3 0-0-3 10-7-13 10-7-9 5-3-14 5-3-14 10-7-13 5-3-14 0-0-46-2-90-0-414.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.55 0.21 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2OTHERS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.(lb/size)1=221/10-7-6(min. 0-1-8), 3=221/10-7-6(min. 0-1-8), 4=266/10-7-6(min. 0-1-8)Max Horz1=-159(LC 12) Max Uplift1=-78(LC 17), 3=-64(LC 16) MaxGrav1=255(LC 2), 3=255(LC 2), 4=306(LC 7) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-3-13 to 3-3-13,Interior(1) 3-3-13 to 5-3-14,Exterior(2) 5-3-14 to 8-3-14 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)Gablerequirescontinuous bottomchord bearing. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V04 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:522018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-G_y0UkFsyJLMV5Mvv91Z6768N3R0PmBrL0yRRUzNrcL Scale=1:30.0 T1 T1 B1 1 2 34 5 6 7 2x4 3x4 2x4 0-0-3 0-0-3 7-9-8 7-9-5 3-10-12 3-10-12 7-9-8 3-10-12 0-0-44-6-90-0-414.0012 PlateOffsets(X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.57 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=253/7-9-1(min. 0-1-8), 3=253/7-9-1(min. 0-1-8) Max Horz1=-114(LC 12) Max Uplift1=-34(LC 17), 3=-34(LC 16)MaxGrav1=286(LC 2), 3=286(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-3-13 to 3-3-13,Interior(1) 3-3-13 to 3-10-12,Exterior(2) 3-10-12 to 6-10-12zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS for reactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)Gablerequirescontinuous bottomchord bearing. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V05 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:532018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-kAWOh4GUjcTD7Fx5StYofLeMoSsD8DR_agh__xzNrcK Scale=1:17.2 T1 T1 B1 1 2 3 2x4 3x4 2x4 4-11-0 4-11-0 4-11-3 0-0-3 2-5-10 2-5-10 4-11-3 2-5-10 0-0-42-10-90-0-414.0012 PlateOffsets(X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.19 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-11-3 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=152/4-10-13(min. 0-1-8), 3=152/4-10-13(min. 0-1-8) Max Horz1=-68(LC 12) Max Uplift1=-21(LC 17), 3=-21(LC 16)MaxGrav1=172(LC 2), 3=172(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)Gablerequirescontinuous bottomchord bearing. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V06 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:542018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-CM3mvQH6Uwb4lPWH0a31BYBXysFAtgh8oKRXWNzNrcJ Scale=1:8.9 T1 T1 B1 1 2 3 2x4 3x4 2x4 0-0-3 0-0-3 2-0-15 2-0-11 1-0-7 1-0-7 2-0-15 1-0-7 0-0-41-2-90-0-414.0012 PlateOffsets(X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-0-15 oc purlins.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=51/2-0-8(min. 0-1-8), 3=51/2-0-8(min. 0-1-8) Max Horz1=-23(LC 12) Max Uplift1=-7(LC 17), 3=-7(LC 16)MaxGrav1=58(LC 2), 3=58(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)Gablerequirescontinuous bottomchord bearing. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V07 TrussType GABLE Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:542018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-CM3mvQH6Uwb4lPWH0a31BYBUjsETtda8oKRXWNzNrcJ Scale=1:44.6 T1 T2 B1 B2 B3ST2 ST1 1 2 3 4 5 9 8 7 610 11 12 13 3x4 4x4 3x4 1.5x4 1.5x4 1.5x4 1.5x41.5x4 1.5x4 10-7-10 10-7-10 13-8-6 3-0-13 8-8-12 8-8-12 10-7-10 1-10-14 13-8-6 3-0-13 0-0-47-3-50-0-43-1-910.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-SH 0.22 0.13 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 52 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 *Except*B2: 2x4SPFStud OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigidceiling directly applied or 6-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.All bearings 13-8-6.(lb)-Max Horz1=195(LC 16) Max UpliftAll uplift 100 lb orless at joint(s) 1, 5, 8 except 6=-126(LC 17), 9=-230(LC 16) MaxGravAllreactions 250 lb orless at joint(s) 1, 5, 7, 6 except 8=260(LC 32), 9=447(LC 29) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. WEBS 2-9=-360/266 NOTES- 1) Unbalancedroofliveloads have been considered for this design.2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-13 to 3-4-13,Interior(1) 3-4-13 to 8-8-12,Exterior(2) 8-8-12 to 11-8-12 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)Gablerequirescontinuous bottomchord bearing. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Bearing at joint(s) 6 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 5, 8 except (jt=lb) 6=126, 9=230.9)Beveled plate orshimrequired to provide full bearingsurfacewith trusschord at joint(s) 5. 10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V08 TrussType GABLE Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:552018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-hZd86mIkFEkxMZ5TaHbGkmkadGXKc5HH1_A52pzNrcI Scale=1:31.6 T1 T2 B1 B2 B3 ST1 1 2 3 4 7 6 5 8 9 10 11 2x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x47-10-0 7-10-0 9-10-13 2-0-13 5-11-2 5-11-2 7-10-0 1-10-14 9-10-13 2-0-13 0-0-44-11-50-0-41-7-910.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.22 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 *Except*B2: 2x4SPFStud OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide. REACTIONS.All bearings 9-10-13.(lb)-Max Horz1=119(LC 16) Max UpliftAll uplift 100 lb orless at joint(s) 1, 4, 6, 7 except 5=-117(LC 17) MaxGravAllreactions 250 lb orless at joint(s) 1, 4, 5 except 7=361(LC 29) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-4-13 to 3-4-13,Interior(1) 3-4-13 to 5-11-2,Exterior(2) 5-11-2 to 8-11-2 zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)Gablerequirescontinuous bottomchord bearing. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Bearing at joint(s) 5 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 4, 6, 7 except (jt=lb) 5=117. 9)Beveled plate orshimrequired to provide full bearingsurfacewith trusschord at joint(s) 4.10)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V09 TrussType GABLE Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:562018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-9lBWK5IM0Xso_jgg8?6VGzGssguoLZBRGewebGzNrcH Scale=1:18.6 T1 T2 W1 B1 1 2 3 4 2x4 3x4 1.5x4 1.5x4 5-0-6 5-0-6 3-1-9 3-1-9 5-0-6 1-10-14 0-0-42-7-51-0-410.0012 PlateOffsets(X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.11 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-0-6 oc purlins,except end verticals. BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizerInstallation guide. REACTIONS.(lb/size)1=159/5-0-6(min. 0-1-8), 4=159/5-0-6(min. 0-1-8) Max Horz1=70(LC 15)Max Uplift1=-21(LC 16), 4=-23(LC 16) MaxGrav1=179(LC 2), 4=179(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES-1) Unbalancedroofliveloads have been considered for this design. 2)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 4) Unbalancedsnowloads have been considered for this design. 5)Gablerequirescontinuous bottomchord bearing. 6)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 7)Bearing at joint(s) 4 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface. 8)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 4. 9)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V10 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:572018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-dxlvXRJ_nr_fcsFshidkpBpy14C840RaUIfB7izNrcG Scale=1:15.6 T1 W1 B1 1 2 3 4 5 6 2x4 1.5x4 1.5x4 5-10-6 5-10-6 0-0-42-5-55.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.41 0.26 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 5-10-6 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=176/5-9-13(min. 0-1-8), 3=176/5-9-13(min. 0-1-8) Max Horz1=91(LC 13) Max Uplift1=-33(LC 16), 3=-51(LC 16)MaxGrav1=199(LC 2), 3=199(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-9-1 to 3-9-1,Interior(1) 3-9-1 to 5-8-10zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)Gablerequirescontinuous bottomchord bearing. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V11 TrussType GABLE Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:582018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-57JHknKdX96WD0q2FQ8zMOM9MTaXpSRjjyPlf8zNrcF Scale=1:26.0 T1 W1 B1 ST1 1 2 3 5 4 6 7 8 2x4 1.5x4 1.5x41.5x4 1.5x4 9-10-6 9-10-6 0-0-44-1-55.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.31 0.18 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT= 14% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud OTHERS 2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=144/9-10-6(min. 0-1-8), 4=88/9-10-6(min. 0-1-8), 5=403/9-10-6(min. 0-1-8) Max Horz1=164(LC 13) Max Uplift4=-23(LC 13), 5=-136(LC 16)MaxGrav1=163(LC 2), 4=107(LC 22), 5=455(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown.WEBS 2-5=-341/218 NOTES-1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed; MWFRS(envelope) gable end zone and C-CExterior(2) 0-9-1 to 3-9-1,Interior(1) 3-9-1 to 9-8-10zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)Gablerequirescontinuous bottomchord bearing. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 4 except(jt=lb) 5=136. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V12 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:582018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-57JHknKdX96WD0q2FQ8zMOM7PTY8pThjjyPlf8zNrcF Scale:3/4"=1' T1 W1 B1 1 2 3 4 5 6 2x4 1.5x4 1.5x4 6-0-0 6-0-0 0-0-42-6-05.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.43 0.27 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=180/5-11-6(min. 0-1-8), 3=180/5-11-6(min. 0-1-8) Max Horz1=93(LC 13) Max Uplift1=-34(LC 16), 3=-52(LC 16)MaxGrav1=204(LC 2), 3=204(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2) 0-9-1 to 3-9-1,Interior(1) 3-9-1 to 5-10-4zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)Gablerequirescontinuous bottomchord bearing. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V13 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:35:592018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-ZKtfy7LFISENrAOFp7fCucuMatxBYwwtyc8IBbzNrcE Scale=1:11.1 T1 W1 B1 1 2 3 2x4 1.5x4 1.5x4 4-0-0 4-0-0 0-0-41-8-05.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.09 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 4-0-0 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=110/3-11-6(min. 0-1-8), 3=110/3-11-6(min. 0-1-8) Max Horz1=57(LC 13) Max Uplift1=-20(LC 16), 3=-32(LC 16)MaxGrav1=124(LC 2), 3=124(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)Gablerequirescontinuous bottomchord bearing. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 7)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard DE Job # 58111-W1 Dansco Engineering, LLC Date: 4/23/18 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 bracing requirements 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 the responsibility 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 Wood Truss 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 additional information. Job 1802055-12T Truss V14 TrussType Valley Qty 1 Ply 1 1802055-12TDWH Jackson'sGrantLot170 Job Reference (optional)Run:8.100 s Apr92017 Print:8.100 s Apr92017MiTekIndustries,Inc.Mon Apr2312:36:002018 Page1ID:QkGN1cYootkGKO_KhGWsWbzy61c-1WR19TMt3mMETKzRNrARRpRZJHIgHNA0BGusk1zNrcD Scale=1:7.2 T1 W1 B1 1 2 3 2x4 1.5x4 1.5x4 2-1-8 2-1-8 0-0-40-10-105.0012 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- PlateGrip DOL Lumber DOL RepStressIncr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 4 lb FT= 20% GRIP 197/144 LUMBER- TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2WEBS2x4SPFStud BRACING- TOP CHORD Structuralwoodsheathing directly applied or 2-1-8 oc purlins, except end verticals.BOT CHORD Rigidceiling directly applied or 10-0-0 oc bracing. MiTekrecommends that Stabilizers and requiredcross bracing beinstalled during truss erection,in accordancewithStabilizer Installation guide.REACTIONS.(lb/size)1=43/2-0-14(min. 0-1-8), 3=43/2-0-14(min. 0-1-8) Max Horz1=23(LC 13) Max Uplift1=-8(LC 16), 3=-13(LC 16)MaxGrav1=49(LC 2), 3=49(LC 2) FORCES.(lb)-Max. Comp./Max.Ten.-All forces 250 (lb) orless exceptwhenshown. NOTES- 1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf; h=25ft; Cat. II;Exp C; enclosed;MWFRS(envelope) gable end zone and C-CExterior(2)zone;cantileverleft and right exposed ; end verticalleft and right exposed;C-C formembers and forces&MWFRS forreactionsshown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=20.0 psf(roofliveload: Lumber DOL=1.15Plate DOL=1.15);Pg=20.0 psf(groundsnow);Pf=15.4 psf(flat roofsnow: Lumber DOL=1.15Plate DOL=1.15); CategoryII;Exp C; PartiallyExp.; Ct=1.1 3) Unbalancedsnowloads have been considered for this design. 4)Gablerequirescontinuous bottomchord bearing. 5)This truss has been designed for a 10.0 psf bottomchordliveload nonconcurrentwith any otherliveloads. 6)Bearing at joint(s) 3 considers parallel to grainvalue usingANSI/TPI 1 angle to grain formula.Building designershouldverify capacity of bearingsurface. 7)Providemechanicalconnection(by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) 1, 3. 8)This trussis designedin accordancewith the 2012 InternationalBuilding Code section 2306.1 and referencedstandardANSI/TPI 1. LOADCASE(S)Standard