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Home My WebLink About42230008 - GR2 52 - 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) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc. Job: 2005328-12T 23 truss design(s) 75373-W1 06/26/2020 Samuel A. Greenberg, P.E. Indiana Reg. #19700485 Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments. 675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall be provided to the building official as required by the General Administrative Rules (675 IAC 12) for Class 1 structures or by local ordinance for Class 2 structures. 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 1-2014 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 # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 4x6 4x6 11 10 9 8 7 6 51 2 4 3 T1 T2 W1W1 B1 W2W2 W3 W4 W5 W4 W3 Scale =1:38.4 Plate Offsets(X,Y):[1:0-2-12,0-1-8], [5:0-2-12,0-1-8], [7:Edge,0-3-8], [8:0-3-8,0-4-12], [9:0-4-0,0-4-12], [10:0-3-8,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.50 Vert(LL)-0.05 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.09 8-9 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:167 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SPF No.2 WEBS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-10-10ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)7=4388/0-6-0,(min.0-3-14),11=4423/0-6-0,(min.0-3-15) MaxHoriz11=-214(LC8) MaxUplift7=-716(LC13),11=-712(LC12) MaxGrav7=4968(LC2),11=5006(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-2=-4576/686,2-12=-3744/607,3-12=-3694/635,3-13=-3694/634,4-13=-3743/606,4-5=-4555/686,5-7=-4669/686, 1-11=-4643/673 BOTCHORD 11-14=-195/256,10-14=-195/256,10-15=-547/3467,15-16=-547/3467,9-16=-547/3467,9-17=-464/3445, 17-18=-464/3445,8-18=-464/3445 WEBS 5-8=-499/3699,1-10=-513/3726,2-10=-155/1005,2-9=-889/250,3-9=-695/4452,4-9=-858/250,4-8=-157/978 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-3rows staggeredat0-8-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding712 lbupliftat joint11and716lbupliftat joint7. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1477lbdownand217 lbupat3-1-10,1472 lbdownand216 lbupat 5-1-10,1472lbdownand216lbupat7-1-10,1471 lbdownand217 lbupat9-1-10,and1471 lbdownand217 lbupat11-1-10,and1471 lbdownand217 lbupat13-1-10 onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 G01 1 22005328-12T CommonGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.Fri Jun2614:17:52 Page: 1 ID:KRkgjzoAhnvx1oo_aQbQnvyf2Lh-YXMJDeCMntD1sR4OWpbXvbIQQnrIcRVjrt5jguz2P0j Continuedonpage 2 DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. UniformLoads(lb/ft) Vert:1-3=-51,3-5=-51,5-6=-51,7-11=-20 ConcentratedLoads(lb) Vert:14=-1305(B),15=-1300(B),16=-1300(B),17=-1299(B),18=-1299(B),19=-1299(B) Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 G01 1 22005328-12T CommonGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Fri Jun2614:17:52 Page: 2 ID:KRkgjzoAhnvx1oo_aQbQnvyf2Lh-YXMJDeCMntD1sR4OWpbXvbIQQnrIcRVjrt5jguz2P0j DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 4x6 =8x8 4x6 13 12 8 7 1 11 910 62 53 4 T1 T2 W1 W1 B1 B1F1 B2 B3 B2 W6 W3 W2 W3 W2 W5W5W4 W4 F2 Scale =1:41 Plate Offsets(X,Y):[2:0-2-12,0-1-8], [6:0-2-12,0-1-8], [8:0-4-0,0-5-0], [9:0-4-4,0-3-0], [10:0-6-0,0-4-8], [11:0-4-4,0-3-0], [12:0-4-0,0-5-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.47 Vert(LL)-0.07 10-11 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.13 10-11 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 1.00 Horz(CT)0.08 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:212 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x6SPF No.2*Except*B2:2x4SPFStud,B3:2x6SP2400F2.0E, F1:2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor5-0-2ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.Except: 10-0-0ocbracing:11-12,8-9 JOINTS 1Braceat Jt(s):10REACTIONS(lb/size)7=4290/0-6-0,(min.0-3-13),13=4588/0-6-0,(min.0-4-1) MaxHoriz13=217(LC9) MaxUplift7=-698(LC13),13=-756(LC12) MaxGrav7=4855(LC2),13=5194(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-3=-6112/935,3-15=-4626/710,4-15=-4539/738,4-16=-4539/750,5-16=-4626/723,5-6=-6079/895,2-13=-4898/756, 6-7=-4824/708 BOTCHORD 11-12=-170/1214,3-11=-260/1451,11-18=-808/4780,18-19=-809/4787,10-19=-810/4793,10-20=-711/4754, 20-21=-711/4747,9-21=-710/4741,8-9=-202/1462,5-9=-188/1399 WEBS 4-10=-823/5506,5-10=-1408/363,3-10=-1453/390,2-11=-683/4633,6-9=-673/4649 NOTES 1)2-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x4-1rowat0-9-0oc. Bottom chords connectedas follows:2x6-2rows staggeredat0-4-0oc,2x4-1rowat0-3-0oc. Webconnectedas follows:2x4-1rowat0-9-0oc. 2)All loadsare consideredequallyapplied toallplies,except if notedas front(F)orback(B) facein theLOAD CASE(S) section.Ply toply connectionshavebeenprovided to distributeonly loadsnotedas(F)or(B),unlessotherwise indicated. 3)Unbalancedroof live loadshavebeen considered for thisdesign. 4)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)AllplatesareMT20platesunlessotherwise indicated. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding756 lbupliftat joint13and698lbupliftat joint7. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)1481lbdownand219 lbupat1-11-4,1484 lbdownand222lbupat 3-11-4,1484 lbdownand222 lbupat5-11-4,1484lbdownand222lbupat7-11-4,and1475 lbdownand221 lbupat9-11-4,and1472 lbdownand218 lbupat11-11-12 onbottom chord.Thedesign/selectionof suchconnectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 G02 1 22005328-12T RoofSpecialGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.Fri Jun2614:17:53 Page: 1 ID:p_xBmNr6RCkkL0NWcU8bG2yf2KL-0kviQzD?YBLuUbfa4W6mSorbbBDYLt5s4XrGDKz2P0i Continuedonpage 2 DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-4=-51,4-6=-51,12-13=-20,7-8=-20,9-11=-20 ConcentratedLoads(lb) Vert:8=-1300(F),17=-1308(F),18=-1311(F),19=-1311(F),20=-1311(F),21=-1303(F) Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 G02 1 22005328-12T RoofSpecialGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Fri Jun2614:17:53 Page: 2 ID:p_xBmNr6RCkkL0NWcU8bG2yf2KL-0kviQzD?YBLuUbfa4W6mSorbbBDYLt5s4XrGDKz2P0i DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 1012 3x4 131 122 113 104 95 6 8 7 T1 T1 B1 ST3 ST3 ST2 ST1 ST2 ST1 HW1 HW1 Scale = 1:35.2 Plate Offsets(X,Y):[7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:66 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud SLIDER Left2x4SPFStud--1-6-0, Right2x4SPFStud--1-6-0 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS Allbearings14-0-0. (lb)-Max Horiz2=-165(LC14),20=-165(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)2,12,15,16,17,18,20,24 except14=-142(LC17),19=-146(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,12,14,15,16,17,18, 19,20,24 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-7-4 to2-4-12,Exterior(2N)2-4-12 to7-0-0, Corner(3R)7-0-0 to10-0-0,Exterior(2N)10-0-0 to14-7-4zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)2,12,17,16,18,15,2,12except(jt=lb)19=146,14=142. 12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 GE01 1 12005328-12T CommonSupportedGable Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:53 Page: 1 ID:PcbmMPfihCGhS_VCuXShnHyf2Pk-0kviQzD?YBLuUbfa4W6mSorhpBN_L5Ks4XrGDKz2P0i DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 612 47 25 24 231222 213 4 20195 186 177 168 159 10 14 11 13 12 W1 T2 T1 T2 T3 W2 B1 B1B2 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale =1:65 Plate Offsets(X,Y):[4:0-1-14,Edge], [20:0-1-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.01 25 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:220lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST10,ST9,ST8,ST7:2x4SPFNo.2 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 12-36,11-37,10-39,13-35,14-33 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings37-7-0. (lb)-MaxHoriz47=-186(LC12) MaxUpliftAlluplift100(lb)or lessat joint(s)27,28,29,30,31,32,33, 35,37,39,40,41,42,43,44,45except25=-146(LC13), 26=-244(LC17),46=-309(LC16),47=-257(LC14) Max GravAllreactions250(lb)or lessat joint(s)25,26,27,28,29,30, 31,32,33,35,36,37,39,40,41,42,43,44,45except46=291 (LC14),47=316(LC16) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 8-9=-104/292,9-49=-121/332,10-49=-110/342,10-11=-140/395,11-12=-156/439,12-13=-156/439,13-14=-140/395, 14-50=-110/342,15-50=-121/332,15-16=-104/292 WEBS 12-36=-305/74 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneandC-C Corner(3E)0-4-12 to4-1-14,Exterior(2N)4-1-14 to18-11-0,Corner(3R)18-11-0 to22-11-0,Exterior(2N)22-11-0to38-8-12 zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloadsintheplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(LumDOL=1.15PlateDOL=1.15);Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 5)Unbalancedsnow loadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobe fully sheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonalweb). 10)Gable studsspacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100lbupliftat joint(s)37,39,40,41,42,43,44,45,35,33,32,31,30,29,28,27 except(jt=lb)47=256,25=145,46=308,26=243. 13)This truss isdesignedinaccordancewith the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 GE02 1 12005328-12T CommonSupportedGable JobReference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriJun2614:17:53 Page: 1 ID:2URahLLakVWPuhVv7Tol4Vyf2Bx-0kviQzD?YBLuUbfa4W6mSorg2BNjL4Cs4XrGDKz2P0i DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 612 47 25 1 2 24323 4 22 5 21206 197 188 179 1610 1511 1412 13 W1 T2 T1 T2 T3 W1 B1 B1B2 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale =1:63.8 Plate Offsets(X,Y):[5:0-1-14,Edge], [21:0-1-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.01 25 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:220lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud*Except*ST10,ST9,ST8,ST7:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 13-36,12-37,11-39,14-35,15-33 MiTekrecommendsthatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings37-10-0. (lb)-Max Horiz47=182(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)27,28,29,30,31,32,33, 35,37,39,40,41,42,43,44,45except25=-134(LC15), 26=-222(LC17),46=-264(LC16),47=-174(LC12) Max GravAllreactions250(lb)or lessat joint(s)25,26,27,28,29,30, 31,32,33,35,36,37,39,40,41,42,43,44,45,46,47 FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 9-10=-104/291,10-48=-121/331,11-48=-107/341,11-12=-140/394,12-13=-156/438,13-14=-156/438,14-15=-140/394, 15-49=-107/341,16-49=-121/331,16-17=-104/291 WEBS 13-36=-304/72 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-10-12 to2-11-0,Exterior(2N)2-11-0 to18-11-0,Corner(3R)18-11-0 to22-11-0,Exterior(2N)22-11-0 to37-8-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face),seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalancedsnow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother liveloads. 7)Allplatesare1.5x4MT20unlessotherwiseindicated. 8)Gablerequires continuousbottomchordbearing. 9)Truss tobe fullysheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studsspacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)37,39,40,41,42,43,44,45,35,33,32,31,30,29,28,27 except(jt=lb)47=174,25=134,46=264,26=221. 13)This truss isdesignedinaccordancewith the2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 GE03 1 12005328-12T CommonSupportedGable Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.FriJun2614:17:54 Page: 1 ID:gbyH3FEJXf6TWjH8tmmewCyf2MP-UwT4eJEdJUUl5kEmeEd??0NpYbj44WT0JBaqlmz2P0h DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 3x4 3x4 19 12 111 2 10 3 9 4 8 5 7 6 W1 T1 T1 W1 B1 ST3 ST3 ST2 ST1 ST2 ST1 Scale = 1:37.8 Plate Offsets(X,Y):[6:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horz(CT)0.00 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:75 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings14-4-0. (lb)-Max Horiz19=-226(LC14) Max UpliftAlluplift100(lb)or lessat joint(s)except12=-111(LC13), 13=-169(LC17),14=-111(LC17),17=-110(LC16),18=-170 (LC16),19=-119(LC12) Max GravAllreactions250(lb)or lessat joint(s)12,14,15,16,17,19 except13=267(LC31),18=271(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 4-5=-148/321,7-8=-148/321 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Corner(3E)-0-7-4 to2-2-0,Exterior(2N)2-2-0 to7-2-0,Corner(3R)7-2-0 to10-2-0,Exterior(2N)10-2-0 to14-11-4 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web). 10)Gable studs spacedat2-0-0oc. 11)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding119 lbupliftat joint19,111 lbupliftat joint12,110 lbupliftat joint17,170 lbupliftat joint18,110 lbupliftat joint14and168 lbupliftat joint13. 13)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 GE04 1 12005328-12T CommonSupportedGable Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:54 Page: 1 ID:1qHchmV6LPtL86zNAOAopryf2M3-UwT4eJEdJUUl5kEmeEd??0NpKbjh4Wl0JBaqlmz2P0h DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 1012 =8x8 =8x8 518 7 6 42 3 T1 T1 W1 W1B1 W2 Scale = 1:34.9 Plate Offsets(X,Y):[6:Edge,0-3-6], [8:Edge,0-3-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.69 Vert(LL)0.05 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT)-0.09 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.12 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:46 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-2-3ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=523/0-6-0,(min.0-1-8),8=523/0-6-0,(min.0-1-8) Max Horiz8=-184(LC14) Max Uplift6=-78(LC17),8=-78(LC16) Max Grav6=593(LC2),8=593(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-584/126,9-10=-448/126,3-10=-436/154,3-11=-436/154,11-12=-448/126,4-12=-584/126,2-8=-544/201, 4-6=-544/201 BOT CHORD 7-8=0/372,6-7=0/372 WEBS 3-7=0/315 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-7-4 to2-4-12, Interior(1)2-4-12 to7-0-0,Exterior(2R)7-0-0 to10-0-0, Interior(1)10-0-0 to14-7-4 zone; cantilever leftandrightexposed ; end verticalleftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)TheFabricationToleranceat joint2 = 0%,joint4=0% 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding78 lbupliftat joint8and78 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 T01 7 12005328-12T Common Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:55 Page: 1 ID:TV?RVYr69p9ZlI85HADCuSyf2PV-UwT4eJEdJUUl5kEmeEd??0NiqbeW4X00JBaqlmz2P0h DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 612 3x4 19 18 17 16 15 14 13 12 11 10 91 2 8 73 64 5 T2 T1 T2 T3 W1 W9 B1 B1B2 W7 W6W6 W2 W8 W5 W4 W3W3W4 W5 Scale =1:65 Plate Offsets(X,Y):[1:Edge,0-1-12], [9:0-3-0,0-1-12], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.57 Vert(LL)-0.10 15 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)-0.22 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:186lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W2,W9,W8,W3:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor3-6-15ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 6-15,4-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1374/0-6-0,(min.0-2-7),19=1319/Mechanical,(min.0-1-8) MaxHoriz19=-186(LC14) MaxUplift11=-230(LC17),19=-205(LC16) Max Grav11=1555(LC2),19=1491(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOPCHORD 1-20=-2016/267,2-20=-1915/273,2-3=-1868/285,3-4=-1922/341,4-21=-1555/329,21-22=-1489/339,5-22=-1465/359, 5-23=-1465/358,23-24=-1489/338,6-24=-1555/328,6-7=-1938/341,7-8=-1926/295,8-25=-1995/277,9-25=-2080/275, 1-19=-1430/235,9-11=-1491/283 BOTCHORD 17-18=-305/1736,16-17=-198/1645,15-16=-198/1645,14-15=-119/1661,13-14=-119/1661,12-13=-186/1784 WEBS 5-15=-151/969,6-15=-592/246,4-15=-572/241,1-18=-178/1684,9-12=-138/1667,6-13=-10/315,3-18=-273/123, 4-17=-6/296 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)0-4-12 to4-1-14, Interior(1)4-1-14 to18-11-0,Exterior(2R)18-11-0 to22-8-2, Interior(1)22-8-2 to38-8-12zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=15.4psf(LumDOL=1.15PlateDOL=1.15);Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 6)Allplatesare3x4MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding205lbupliftat joint19and230lbupliftatjoint11. 10)This truss isdesignedinaccordancewith the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 T02 3 12005328-12T Common JobReference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTek Industries, Inc.FriJun2614:17:55 Page: 1 ID:00iKzKu7MkSaXGZagAlqF5yf2Ms-y61SrfEF4occjupzBx8EXDwvT?zypqu9YrKNHDz2P0g DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 612 3x4 18 17 16 15 14 13 12 11 10 91 2 8 73 64 5 T2 T1 T2 T3 W1 W9 B1 B1B2 W7 W6W6 W2 W8 W5 W4 W3W3W4 W5 Scale=1:63.7 Plate Offsets(X,Y):[1:Edge,0-1-12], [9:0-3-0,0-1-8], [10:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.10 12-14 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.22 12-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.74 Horz(CT)0.07 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:184lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W2,W9,W8,W3:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-4-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 6-14,4-14 MiTekrecommendsthatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1320/0-6-0,(min.0-2-5),18=1320/Mechanical,(min.0-1-8) MaxHoriz18=-176(LC12) MaxUplift10=-206(LC17),18=-204(LC16) Max Grav10=1492(LC2),18=1492(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-19=-2017/267,2-19=-1916/272,2-3=-1869/285,3-4=-1924/341,4-20=-1557/329,20-21=-1491/339,5-21=-1467/359, 5-22=-1467/359,22-23=-1491/339,6-23=-1557/329,6-7=-1942/344,7-8=-1931/293,8-24=-1984/279,9-24=-2085/274, 1-18=-1431/235,9-10=-1428/238 BOTCHORD 16-17=-314/1737,15-16=-206/1647,14-15=-206/1647,13-14=-151/1663,12-13=-151/1663,11-12=-214/1795 WEBS 5-14=-151/969,6-14=-593/245,4-14=-572/241,1-17=-178/1685,9-11=-176/1711,6-12=-11/317,3-17=-273/123, 4-16=-6/296 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-4-12 to4-1-14, Interior(1)4-1-14 to18-11-0,Exterior(2R)18-11-0 to22-8-2, Interior(1)22-8-2 to37-8-4zone; cantileverleftandrightexposed ; endvertical left andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)Allplatesare3x4MT20unlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding204 lbupliftat joint18and206lbupliftat joint10. 9)This trussisdesignedinaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 T03 2 12005328-12T Common Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.FriJun2614:17:55 Page: 1 ID:RsvuAA7geuzlwL5QrN6X2Jyf2MY-y61SrfEF4occjupzBx8EXDwva?zwpqi9YrKNHDz2P0g DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 612 3x4 2x4 19 18 17 16 15 14 13 12 11 101 92 83 7 4 6 5 T2 T1 T3 T4 W1 B1 B2 B3 B4 W6 W7 W8 W11 W13 W2 W9 W10 W14W3W4 W5 W12 HW2 Scale=1:63.7 Plate Offsets(X,Y):[1:Edge,0-1-12], [12:0-6-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.13 11-12 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.26 15-17 >999 180 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT)0.09 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:198lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B3:2x4SPFStud WEBS 2x4SPF No.2*Except*W13,W1,W2,W10,W14,W3,W12:2x4SPFStud WEDGE Right:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-1-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 2-2-0ocbracing:10-11. WEBS 1 Rowatmidpt 4-15,6-15,6-14 MiTekrecommendsthatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1323/Mechanical,(min.0-1-8),19=1325/Mechanical, (min.0-1-8) MaxHoriz19=-164(LC14) MaxUplift10=-209(LC17),19=-205(LC16) Max Grav10=1495(LC2),19=1497(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-23=-2024/267,2-23=-1923/273,2-3=-1877/285,3-4=-1934/341,4-24=-1565/330,24-25=-1499/340,5-25=-1474/360, 5-26=-1474/368,26-27=-1535/344,6-27=-1543/342,6-7=-2443/469,7-8=-2422/378,8-9=-2461/364,9-28=-2588/375, 10-28=-2671/364,1-19=-1436/235 BOTCHORD 17-18=-340/1744,16-17=-232/1656,15-16=-232/1656,14-15=-112/1606,7-12=-285/182,11-12=-274/2319, 10-11=-274/2319 WEBS 4-15=-574/240,5-15=-173/1009,6-15=-595/242,6-12=-237/929,1-18=-179/1692,12-14=-103/1439,3-18=-275/123, 4-17=-4/300 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-4-12 to4-1-14, Interior(1)4-1-14 to18-11-0,Exterior(2R)18-11-0 to22-8-2, Interior(1)22-8-2 to37-10-0zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding205 lbupliftat joint19and209lbupliftat joint10. 8)This trussisdesignedinaccordancewith the2018 International Residential Code sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 T04 1 12005328-12T RoofSpecial Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.FriJun2614:17:55 Page: 1 ID:dKjAK?Iu1N37S5RsTXq1xYyf2L2-y61SrfEF4occjupzBx8EXDwvf?ripqr9YrKNHDz2P0g DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 612 2x4 20 19 18 17 16 15 14 1 13 12 112 103 94 8 5 7 6 T2 T1 T3 T4 W1 B1 B2 B3 B4 W6 W7 W8 W11 W13 W2 W9 W10 W14W3W4 W5 W12 HW2 Scale = 1:65.4 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [13:0-6-8,0-2-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.13 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.98 Vert(CT)-0.27 16-18 >999 180 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT)0.10 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:200 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOTCHORD 2x4SPFNo.2*Except*B3:2x4SPFStud WEBS 2x4SPFNo.2*Except*W13,W1,W2,W10,W14,W3,W12:2x4SPFStud WEDGE Right:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor3-1-7ocpurlins, exceptendverticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 9-10-14ocbracing:18-19 2-2-0ocbracing:11-12. WEBS 1Rowatmidpt 5-16,7-16,7-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1331/Mechanical,(min.0-1-8),20=1387/0-6-0,(min.0-2-7) Max Horiz20=163(LC16) Max Uplift11=-210(LC17),20=-231(LC16) Max Grav11=1504(LC2),20=1570(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 2-24=-2103/277,3-24=-2018/279,3-4=-1950/296,4-5=-1967/344,5-25=-1583/332,25-26=-1518/342,6-26=-1492/362, 6-27=-1492/371,27-28=-1553/347,7-28=-1561/345,7-8=-2462/471,8-9=-2441/382,9-10=-2481/368,10-29=-2605/376, 11-29=-2689/366,2-20=-1506/285 BOT CHORD 18-19=-351/1805,17-18=-238/1686,16-17=-238/1686,15-16=-114/1621,8-13=-285/182,12-13=-276/2334, 11-12=-276/2334 WEBS 5-16=-593/245,6-16=-175/1026,7-16=-594/242,7-13=-237/931,2-19=-140/1688,13-15=-106/1453,5-18=-8/318 NOTES 1)Unbalancedroof live loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat. II;Exp C; Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)-0-10-12 to2-10-10, Interior(1)2-10-10 to18-11-0,Exterior(2R)18-11-0 to22-8-6, Interior(1)22-8-6 to37-10-0zone;cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrent withother liveloads. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Refer togirder(s) for truss to truss connections. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding231lbupliftat joint20and210lbupliftatjoint11. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 T05 3 12005328-12T RoofSpecial JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.FriJun2614:17:56 Page: 1 ID:9gCfFHhaGWDRvASCvzwnnWyf2KX-QIbq2?Ftr6kTL2O9lffT4RT39OBqYH6ImV3wpfz2P0f DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 612 =3x4 19 18 17 16 15 14 13 12 11 1 2 10 3 9 84 75 6 T2 T1 T2 T3 W1 W1 B1 B1B2 W7 W6W6 W2 W2 W5 W4 W3W3W4 W5 Scale =1:63.8 Plate Offsets(X,Y):[2:0-3-0,0-1-12], [10:Edge,0-1-12], [11:Edge,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.10 15 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(CT)-0.23 13-15 >999 180 TCDL 10.0 RepStress Incr YES WB 0.74 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:186lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W1,W2,W3:2x4SPFStud BRACING TOP CHORD Structural wood sheathingdirectlyappliedor3-4-5ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 7-15,5-15 MiTekrecommendsthatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)11=1328/Mechanical,(min.0-1-8),19=1383/0-6-0,(min.0-2-7) Max Horiz19=182(LC13) Max Uplift11=-207(LC17),19=-231(LC16) Max Grav11=1501(LC2),19=1565(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-20=-2095/276,3-20=-2010/278,3-4=-1942/296,4-5=-1957/343,5-21=-1575/331,21-22=-1510/340,6-22=-1484/361, 6-23=-1484/362,23-24=-1509/342,7-24=-1574/332,7-8=-1959/347,8-9=-1946/296,9-25=-1998/282,10-25=-2099/277, 2-19=-1501/284,10-11=-1437/239 BOTCHORD 17-18=-325/1798,16-17=-213/1677,15-16=-213/1677,14-15=-153/1678,13-14=-153/1678,12-13=-217/1807 WEBS 6-15=-153/986,7-15=-592/245,5-15=-591/246,2-18=-139/1681,10-12=-178/1724,7-13=-11/316,5-17=-10/313 NOTES 1)Unbalancedroof liveloadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-10-12 to2-10-10, Interior(1)2-10-10 to18-11-0,Exterior(2R)18-11-0 to22-8-6, Interior(1)22-8-6 to37-8-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother liveloads. 6)Allplatesare3x4MT20unlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Refer togirder(s) for truss to truss connections. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding231 lbupliftat joint19and207lbupliftat joint11. 10)This truss isdesignedinaccordancewith the2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 T06 1 12005328-12T Common Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.FriJun2614:17:56 Page: 1 ID:?70L?eSUNASTl_ziCh6ww?yf2Oj-QIbq2?Ftr6kTL2O9lffT4RT4BOJ6YHtImV3wpfz2P0f DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 5x8 5x8 8 7 6 51 2 4 3 T1 T1 W1 W1 B1 W2 Scale = 1:38.9 Plate Offsets(X,Y):[2:0-4-9,Edge], [4:0-4-9,Edge], [6:Edge,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.64 Vert(LL)-0.09 7-8 >999 240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.15 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:51 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)6=535/0-6-0,(min.0-1-8),8=535/0-6-0,(min.0-1-8) Max Horiz8=-226(LC14) Max Uplift6=-74(LC17),8=-74(LC16) Max Grav6=607(LC2),8=607(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-9=-527/137,9-10=-376/138,3-10=-372/166,3-11=-372/166,11-12=-376/138,4-12=-527/137,2-8=-525/205, 4-6=-525/205 BOT CHORD 7-8=-28/331,6-7=-28/331 WEBS 3-7=0/277 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-0-7-4 to2-4-12, Interior(1)2-4-12 to7-2-0,Exterior(2R)7-2-0 to10-2-0, Interior(1)10-2-0 to14-11-4zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)TheFabricationToleranceat joint2 = 8%,joint4=8% 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding74 lbupliftat joint8and74 lbupliftat joint6. 9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 T07 1 12005328-12T Common Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:57 Page: 1 ID:oMmdMVc7TsuD6Kave3Jg8Xyf2Lx-uV9CGLGVcPsKyCzLJMBice?DuogsHvjS?9pUM5z2P0e DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 1012 =4x4 1 5 2 4 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:31.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:36 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-7-0. (lb)-Max Horiz1=122(LC13) Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-176(LC17), 8=-181(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=384(LC 23),8=384(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-365/307,4-6=-365/307 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to5-9-13,Exterior(2R)5-9-13 to8-9-13, Interior(1)8-9-13 to11-7-5 zone;cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=180,6=176. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V01 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:57 Page: 1 ID:evmR2JJiSa8q1EnLSLE2Ssyf2C_-uV9CGLGVcPsKyCzLJMBice?KyokhHuCS?9pUM5z2P0e DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 10 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:25.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.33 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.16 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:27 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-2-4ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=17/9-2-4,(min.0-1-8),3=17/9-2-4,(min.0-1-8),4=616/9-2-4, (min.0-1-8) Max Horiz1=96(LC13) Max Uplift1=-39(LC23),3=-39(LC22),4=-154(LC16) Max Grav1=61(LC35),3=61(LC36),4=696(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-10=-159/300,2-11=-153/300 BOT CHORD 1-4=-253/239,3-4=-253/239 WEBS 2-4=-519/329 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to4-7-7,Exterior(2R)4-7-7 to7-7-7, Interior(1)7-7-7 to9-2-8 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding39 lbupliftat joint1,39 lbupliftatjoint3and154 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V02 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:57 Page: 1 ID:66JpGfKKDuGhfNMX03lH_4yf2Bz-uV9CGLGVcPsKyCzLJMBice?IjohqHt8S?9pUM5z2P0e DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 10 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:22.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:19 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-9-7ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=41/6-9-7,(min.0-1-8),3=41/6-9-7,(min.0-1-8),4=398/6-9-7, (min.0-1-8) Max Horiz1=-69(LC12) Max Uplift3=-5(LC12),4=-86(LC16) Max Grav1=76(LC22),3=76(LC23),4=450(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-309/220 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to3-5-0,Exterior(2R)3-5-0 to6-5-0, Interior(1)6-5-0 to6-9-12 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding5lbupliftat joint3and86 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V03 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:57 Page: 1 ID:66JpGfKKDuGhfNMX03lH_4yf2Bz-uV9CGLGVcPsKyCzLJMBice?LUojqHuVS?9pUM5z2P0e DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 10 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:20 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.03 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:12 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-4-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=44/4-4-10,(min.0-1-8),3=44/4-4-10,(min.0-1-8), 4=222/4-4-10,(min.0-1-8) Max Horiz1=43(LC13) Max Uplift1=-2(LC16),3=-10(LC17),4=-39(LC16) Max Grav1=71(LC22),3=71(LC23),4=250(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding2lbupliftat joint1,10lbupliftatjoint3and39 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V04 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:57 Page: 1 ID:66JpGfKKDuGhfNMX03lH_4yf2Bz-uV9CGLGVcPsKyCzLJMBice?NBolLHvBS?9pUM5z2P0e DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 10 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:19.3 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.02 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:4 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-11-13ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=70/1-11-13,(min.0-1-8),3=70/1-11-13,(min.0-1-8) Max Horiz1=-17(LC12) Max Uplift1=-10(LC16),3=-10(LC17) Max Grav1=79(LC2),3=79(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding10 lbupliftat joint1and10 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V05 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:57 Page: 1 ID:66JpGfKKDuGhfNMX03lH_4yf2Bz-uV9CGLGVcPsKyCzLJMBice?NeolqHvhS?9pUM5z2P0e DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 1012 =4x4 1 5 2 4 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:30.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:40 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings12-6-4. (lb)-Max Horiz1=-132(LC12) Max UpliftAlluplift100(lb)or lessat joint(s)1,5except6=-164(LC17), 8=-168(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=359(LC 23),8=359(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-8=-307/238,4-6=-307/238 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to6-3-7,Exterior(2R)6-3-7 to9-3-7, Interior(1)9-3-7 to12-6-8 zone; cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=168,6=164. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V06 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:58 Page: 1 ID:2URahLLakVWPuhVv7Tol4Vyf2Bx-NhjbThH7Nj_BaMYYt3ix9sYVHC4z0LebEpY1uXz2P0d DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 1012 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.34 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.22 Horiz(TL)0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:30 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=2/10-1-7,(min.0-1-8),3=2/10-1-7,(min.0-1-8), 4=712/10-1-7,(min.0-1-8) Max Horiz1=106(LC15) Max Uplift1=-60(LC23),3=-60(LC22),4=-187(LC16) Max Grav1=53(LC35),3=61(LC16),4=805(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-9=-205/275,9-10=-195/283,2-10=-186/359,2-11=-180/359,11-12=-189/283,3-12=-199/275 BOT CHORD 1-4=-298/265,3-4=-298/265 WEBS 2-4=-613/369 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to5-1-0,Exterior(2R)5-1-0 to8-1-0, Interior(1)8-1-0 to10-1-12 zone;cantilever leftandrightexposed ; end vertical leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding60 lbupliftat joint1,60 lbupliftatjoint3and187 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V07 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:58 Page: 1 ID:Xg?yuhMCVpeGWr46hBJ_ciyf2Bw-NhjbThH7Nj_BaMYYt3ix9sYS5C0B0JWbEpY1uXz2P0d DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 10 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:23.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:22 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor7-8-10ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=34/7-8-10,(min.0-1-8),3=34/7-8-10,(min.0-1-8), 4=478/7-8-10,(min.0-1-8) Max Horiz1=80(LC13) Max Uplift1=-12(LC23),3=-12(LC22),4=-110(LC16) Max Grav1=70(LC22),3=70(LC23),4=540(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 2-4=-385/264 NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)0-0-5 to3-0-5, Interior(1)3-0-5 to3-10-10,Exterior(2R)3-10-10 to6-11-9, Interior(1)6-11-9 to7-8-15 zone; cantilever leftandrightexposed ; end vertical leftand rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding12 lbupliftat joint1,12 lbupliftatjoint3and110 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V08 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:58 Page: 1 ID:Xg?yuhMCVpeGWr46hBJ_ciyf2Bw-NhjbThH7Nj_BaMYYt3ix9sYVIC2M0LLbEpY1uXz2P0d DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 10 12 =4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:20.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:15 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-3-13ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=46/5-3-13,(min.0-1-8),3=46/5-3-13,(min.0-1-8), 4=285/5-3-13,(min.0-1-8) Max Horiz1=-53(LC12) Max Uplift3=-8(LC17),4=-55(LC16) Max Grav1=80(LC22),3=80(LC23),4=322(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding8lbupliftat joint3and55 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V09 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:58 Page: 1 ID:Xg?yuhMCVpeGWr46hBJ_ciyf2Bw-NhjbThH7Nj_BaMYYt3ix9sYXPC430MCbEpY1uXz2P0d DE Job # 75373-W1 Dansco Engineering, LLC Date: 06/26/2020 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. 10 12 =3x4 1 3 2 T1 T1 B1 Scale = 1:19.8 Plate Offsets(X,Y):[2:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:7 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)1=103/2-11-0,(min.0-1-8),3=103/2-11-0,(min.0-1-8) Max Horiz1=27(LC15) Max Uplift1=-15(LC16),3=-15(LC17) Max Grav1=117(LC22),3=117(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)Unbalancedrooflive loadshavebeen considered for thisdesign. 2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Gablerequires continuousbottom chordbearing. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint1and15 lbupliftat joint3. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-Gramercy-2Lot52 V10 1 12005328-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.FriJun2614:17:58 Page: 1 ID:Xg?yuhMCVpeGWr46hBJ_ciyf2Bw-NhjbThH7Nj_BaMYYt3ix9sYYsC5n0MxbEpY1uXz2P0d