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42240032 - WWC 32 - Truss Details
DE 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: 2005761-12T 51 truss design(s) 77672-W1 10/09/2020 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 # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 110.00lb/ft4x4 =6x8 3x6201918171615141312 1 2 3 5 6 7 8 9 10 114 T1 T2 T3 W3 B1 B3B2 W1 W2 W3 W4 W3 W4 W3 W4 W3 W4 W3 W2 HW1 Scale =1:62.8 PlateOffsets (X,Y):[2:0-6-10,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 0.26 Vert(LL)0.32 15-17 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.45 15-17 >904 180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.07 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:432lb FT=20% LUMBER TOP CHORD 2x6 SP 2400F2.0E BOT CHORD 2x6 SP 2400F2.0E WEBS 2x4 SPF Stud*Except*W2:2x4 SPF No.2 SLIDER Left2x4 SPFStud --1-6-0 BRACING TOPCHORD Structuralwoodsheathingdirectlyappliedor6-0-0ocpurlins, exceptendverticals. BOTCHORD Rigidceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size) 2=2501/0-4-0, (min.0-1-8),12=2237/0-6-0, (min.0-1-8) Max Horiz2=91 (LC53) Max Uplift2=-1191 (LC8),12=-1092 (LC8) MaxGrav2=2501 (LC1),12=2399 (LC33) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOP CHORD 2-3=-2548/1175,3-25=-4364/2032,4-25=-4295/2021,4-26=-7207/3348,26-27=-7208/3349,5-27=-7210/3349, 5-28=-7207/3347,28-29=-7207/3347,29-30=-7207/3347,6-30=-7207/3347,6-31=-8657/4021,31-32=-8657/4021, 32-33=-8657/4021,7-33=-8657/4021,7-8=-8657/4021,8-34=-8657/4021,34-35=-8657/4021,9-35=-8657/4021, 9-36=-4525/2078,36-37=-4525/2078,37-38=-4525/2078,10-38=-4525/2078,10-39=-4525/2078,39-40=-4525/2078, 11-40=-4525/2078,11-12=-2295/1045 BOT CHORD 2-20=-1854/3911,20-41=-1858/3922,41-42=-1858/3922,19-42=-1858/3922,19-43=-4002/8634,43-44=-4002/8634, 18-44=-4002/8634,17-18=-4002/8634,17-45=-4002/8634,16-45=-4002/8634,15-16=-4002/8634,15-46=-3377/7314, 46-47=-3377/7314,14-47=-3377/7314,14-48=-3377/7314,48-49=-3377/7314,49-50=-3377/7314,13-50=-3377/7314 WEBS 4-19=-1653/3648,5-19=-672/296,6-19=-1578/725,6-17=-65/266,7-15=-480/235,9-15=-712/1486,9-14=-76/276, 9-13=-3084/1437,10-13=-579/254,11-13=-2246/4889 NOTES 1)2-plytruss tobeconnected together with10d (0.131"x3")nailsas follows: Topchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc,2x4-1 rowat0-9-0oc. Bottomchordsconnectedas follows:2x6-2rowsstaggeredat0-9-0oc. Webconnectedas follows:2x4-1 rowat0-9-0oc. 2)Allloadsareconsideredequallyapplied toallplies,exceptifnotedas front (F)orback(B) facein theLOADCASE(S)section.Ply toplyconnectionshavebeenprovided to distributeonlyloadsnotedas (F)or (B), unlessotherwiseindicated. 3)Unbalanced roofliveloadshavebeenconsidered 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)exteriorzone;endvertical leftexposed;porchleftand rightexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15 Plate DOL=1.15);Is=1.0; Rough CatC; Partially Exp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordancewith IBC 1608.3.4. 6)Unbalancedsnowloadshavebeenconsidered for thisdesign. 7)Thistrusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrent withotherliveloads. 8)Provideadequatedrainage toprevent waterponding. 9)AllplatesareMT20platesunlessotherwiseindicated. Job Truss TrussType Qty Ply DWH-WoodsideatWestClaylot32 G01 1 22005761-12T HalfHipGirder Job Reference (optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.ThuOct0816:05:14 Page: 1 ID:VEuW5ab8m4yJ85OsCscAGpywpBl-k29Z?4A8JzM9FlO7QFNDHshHj3OfLJGqLTatMPyVRW6 Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1092lbupliftat joint12and1191 lbupliftat joint2. 12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)229 lbdownand160 lbupat4-6-0,108 lbdownand66 lbupat6-6-12, 108 lbdownand66 lbupat8-6-12,108lbdownand66 lbupat10-6-12,108 lbdownand66lbupat12-6-12,108 lbdownand66 lbupat14-6-12,108 lbdownand66 lb upat16-6-12,108 lbdownand66 lbupat18-6-12,108 lbdownand66 lbupat20-6-12,108lbdownand66 lbupat22-6-12,108 lbdownand66lbupat24-6-12,108 lb downand66lbupat26-6-12,108 lbdownand66 lbupat28-6-12,and108 lbdownand66 lbupat30-6-12,and108 lbdownand66 lbupat32-6-12ontopchord,and87lbdownand88 lbupat4-6-0,37lbdownand36 lbupat6-6-12,37lbdownand36 lbupat8-6-12,37lbdownand36 lbupat10-6-12,37 lbdownand36 lbupat 12-6-12,37 lbdownand36 lbupat14-6-12,37 lbdownand36 lbupat16-6-12,37lbdownand36lbupat18-6-12,37 lbdownand36 lbupat20-6-12,37 lbdownand36 lbupat22-6-12,37 lbdownand36 lbupat24-6-12,37lbdownand36 lbupat26-6-12,37 lbdownand36 lbupat28-6-12,and37 lbdownand36 lbupat30-6-12,and37 lbdownand36 lbupat32-6-12onbottom chord.Thedesign/selectionof suchconnectiondevice(s)is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-25=-161,4-25=-51,4-11=-61,12-21=-20 ConcentratedLoads(lb) Vert:4=-192,8=-76,20=-63,6=-76,17=-26,16=-26,26=-76,27=-76,28=-76,30=-76,31=-76,33=-76,35=-76,36=-76,37=-76,38=-76,39=-76,40=-76,41=-26,42=-26,43=-26,44=-26,45=-26,46=-26,47=-26,48=-26,49=-26,50=-26,51=-26,52=-26 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 G01 1 22005761-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:14 Page: 2 ID:VEuW5ab8m4yJ85OsCscAGpywpBl-k29Z?4A8JzM9FlO7QFNDHshHj3OfLJGqLTatMPyVRW6 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 3x4 =6x6 12 11 10 9 8 7 1 2 4 5 63 W1 T1 T2 W5 B1 B2 W2 W3 W4 W5 W6 W5 W4 Scale =1:37.6 Plate Offsets(X,Y):[2:0-3-0,0-1-8], [7:Edge,0-1-8], [8:0-3-8,0-2-0] 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 0.74 Vert(LL)-0.11 9 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.20 9-10 >999 180 TCDL 10.0 RepStress Incr NO WB 0.80 Horz(CT)0.03 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:79 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2WEBS2x4SPFStud*Except*W4:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-8-9ocpurlins,exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor8-8-5ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)7=1458/0-6-0,(min.0-2-7),12=1333/0-6-0,(min.0-2-4) MaxHoriz12=83(LC12) MaxUplift7=-331(LC9),12=-288(LC8) MaxGrav7=1548(LC33),12=1419(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-12=-1371/307,2-3=-2146/444,3-13=-2757/596,13-14=-2757/596,4-14=-2761/596,4-15=-2757/595,15-16=-2757/595, 16-17=-2757/595,5-17=-2757/595,5-18=-2141/456,18-19=-2141/456,19-20=-2141/456,6-20=-2141/456,6-7=-1440/378 BOTCHORD 10-21=-434/1974,21-22=-434/1974,9-22=-434/1974,9-23=-456/2141,23-24=-456/2141,8-24=-456/2141 WEBS 2-10=-347/1870,3-9=-185/902,4-9=-615/258,5-9=-158/706,5-8=-948/343,6-8=-505/2367 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)exterior zone; cantilever left exposed ; end vertical leftexposed;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 6)Provideadequatedrainage toprevent waterponding.7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding288 lbupliftat joint12and331lbupliftat joint7. 9)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 10)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)284 lbdownand176 lbupat4-9-0,126 lbdownand72 lbupat6-9-12, 126 lbdownand72 lbupat8-9-12,126lbdownand72 lbupat10-9-12,126 lbdownand72 lbupat12-9-12,126lbdownand72 lbupat14-9-12,and126 lbdownand 72 lbupat16-9-12,and134 lbdownand68 lbupat18-5-4on top chord,and115 lbdownat4-9-0,45 lbdownat6-9-12,45 lbdownat8-9-12,45 lbdownat10-9-12,45 lbdownat12-9-12,45 lbdownat14-9-12,and45 lbdownat16-9-12,and57 lbdownat18-5-4onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,3-6=-61,7-12=-20 ConcentratedLoads(lb) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot32 G02 1 12005761-12T Jack-ClosedGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.ThuOct0816:05:15 Page: 1 ID:aDDDfxTbJEiGf0qcgqZCaqywndC-dpO4rSDfNCsbkMhvf5S9RisrCgf7H37QG4Y5VByVRW2 Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. Vert:3=-247,10=-86,13=-94,14=-94,15=-94,17=-94,18=-94,19=-94,20=-112,21=-34,22=-34,23=-34,24=-34,25=-34,26=-34,27=-40 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 G02 1 12005761-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:15 Page: 2 ID:aDDDfxTbJEiGf0qcgqZCaqywndC-dpO4rSDfNCsbkMhvf5S9RisrCgf7H37QG4Y5VByVRW2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 12 11 10 9 8 2 3 4 5 76 T2 T1 T3 W7 B1 B2 W1 W2 W3 W4 W5 W6 HW1 Scale =1:40 Plate Offsets(X,Y):[2:Edge,0-4-15], [5:0-1-12,0-2-0], [6:0-3-12,0-3-0], [9:0-4-12,0-5-12], [11:0-3-8,0-6-4], [12:0-5-8,0-1-8] 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)-0.14 11-12 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.27 11-12 >840 180 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT)0.05 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:449 lb FT = 20% LUMBER TOPCHORD 2x6SPF No.2*Except*T1:2x6SP2400F2.0E BOTCHORD 2x8SP2400F2.0EWEBS2x4SPFStud*Except*W7:2x6SPFNo.2,W3,W5,W6:2x4SPFNo.2 WEDGE Left:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. REACTIONS (lb/size)2=10528/0-6-0,(min.0-3-0),8=11419/0-6-0,(min.0-3-4) MaxHoriz2=263(LC12) MaxUplift2=-1448(LC12),8=-1578(LC12) MaxGrav2=10869(LC2),8=11731(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-16=-18004/2336,3-16=-17967/2357,3-4=-13627/1774,4-17=-13573/1780,5-17=-13557/1791,5-6=-6870/908 BOTCHORD 2-18=-2324/16225,18-19=-2324/16225,12-19=-2324/16225,12-20=-2324/16225,20-21=-2324/16225, 11-21=-2324/16225,10-11=-1778/12659,10-22=-1778/12659,22-23=-1778/12659,9-23=-1778/12659,9-24=-831/6049,24-25=-831/6049,8-25=-831/6049 WEBS 3-12=-533/4525,3-11=-4063/622,5-11=-1066/8344,5-9=-8947/1286,6-9=-1542/11707,6-8=-11072/1523 NOTES 1) 3-ply truss tobe connected together with10d(0.131"x3")nailsas follows: Top chords connectedasfollows:2x6-2rows staggeredat0-9-0oc.Bottom chords connectedas follows:2x8-3rows staggeredat0-5-0oc. 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 exposed ; end vertical leftexposed;LumberDOL=1.60plategripDOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordance with IBC 1608.3.4. 6)Unbalanced snow loadshavebeen considered for thisdesign. 7)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 8)Provideadequatedrainage toprevent waterponding. 9)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding1578 lbupliftat joint8and1448 lbupliftat joint2. 11)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot32 G03 1 32005761-12T HalfHipGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.ThuOct0816:05:16 Page: 1 ID:uLcr9Dyp4wEDzOod4PAvIsywnUq-50yS2oEH8W?RMWG5DozO_wP3c40I0UuZUkHe1dyVRW1 Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)2404 lbdownand315 lbupat2-0-12,2404 lbdownand315 lbupat 4-0-12,2404 lbdownand315 lbupat6-0-12,2404 lbdownand315 lbupat8-0-12,2404lbdownand315 lbupat10-0-12,2404 lbdownand315lbupat12-0-12,2404lb downand315 lbupat14-0-12,and2404 lbdownand315 lbupat16-0-12,and1792 lbdownand238lbupat18-0-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-6=-51,6-7=-61,8-13=-20 ConcentratedLoads(lb) Vert:11=-2345,18=-2345,19=-2345,20=-2345,21=-2345,22=-2345,23=-2345,24=-2345,25=-1757 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 G03 1 32005761-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:16 Page: 2 ID:uLcr9Dyp4wEDzOod4PAvIsywnUq-50yS2oEH8W?RMWG5DozO_wP3c40I0UuZUkHe1dyVRW1 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 13 2 3 4 5 6 7 8 9 10 11 12 T2 T1 W1 B1 B2 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale = 1:52 Plate Offsets(X,Y):[5:0-3-0,0-3-0], [12:Edge,0-3-8],[13:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.13 Horz(CT) 0.00 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:123 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2 OTHERS 2x4SPFStud*Except*ST9,ST8,ST7:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 12-13,11-14,10-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings21-6-0. (lb)-Max Horiz2=459(LC15),24=459(LC15) Max UpliftAlluplift100(lb)or lessat joint(s)2,13,14,15,17,18,19,20, 21,22,24except23=-106(LC16) Max GravAllreactions250(lb)or lessat joint(s)13,14,15,17,18,19, 20,21,22except2=257(LC31),23=261(LC2),24=257(LC 31) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-27=-648/326,3-27=-643/343,3-4=-569/301,4-5=-531/294,5-6=-483/280,6-7=-431/261,7-8=-380/243,8-9=-330/226,9-28=-280/196,10-28=-274/207 NOTES 1)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)-1-2-12 to1-9-4,Exterior(2N)1-9-4 to21-4-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSfor reactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)13,2,14,15,17,18,19,20,21,22,2except(jt=lb)23=105. 11)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-WoodsideatWest Clay lot32 GE01 1 12005761-12T MonopitchSupported Gable Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:16 Page: 1 ID:FW95k5qHMoJhA53S42QPbcywqsc-50yS2oEH8W?RMWG5DozO_wP0Q44W0gsZUkHe1dyVRW1 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 1.5x4 1.5x4 1.5x4 1.5x4 4x6 4x4 11 10 9 8 7 1 2 3 4 5 6 W1 T1 W2 B1 ST3 ST2 ST1 Scale = 1:28.1 Plate Offsets(X,Y):[6:Edge,0-3-8], [7:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.64 Vert(LL) 0.18 8-9 >416 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT) 0.14 8-9 >514 180 TCDL 10.0 RepStress Incr YES WB 0.03 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:28 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 ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size) 7=212/0-6-0,(min.0-1-8),11=297/0-4-0,(min.0-1-8) Max Horiz11=139(LC16) Max Uplift7=-99(LC16),11=-37(LC16) Max Grav7=296(LC23),11=348(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-263/256 NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-4-4 zone;end verticalleftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 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)Gable studs spacedat2-0-0oc. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding99 lbupliftat joint7and37 lbupliftat joint11. 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-WoodsideatWest Clay lot32 GE02 1 12005761-12T Jack-ClosedStructuralGable Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:16 Page: 1 ID:F3CytjFcLFbsFJf?3B1Nznywqs4-50yS2oEH8W?RMWG5DozO_wP2W43H0iQZUkHe1dyVRW1 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 19 18 16 15 14 13 12 10 9 8 7 6 5 1 2 3 4 W1 T1 T2 T3 W11B1B3B2 W1 W4 W5 W6 W7 W8 W9 W3W1W2 W10 ST11 ST10 ST8 ST9 ST7ST6 ST5ST4ST3 ST2 ST1 Scale = 1:57 Plate Offsets(X,Y):[4:0-3-0,0-2-0], [6:0-2-12,0-3-4], [8:0-3-0,0-1-8], [11:0-3-8,0-1-8], [25:0-1-14,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.84 Vert(LL)-0.11 12-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.56 Vert(CT)-0.25 12-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.73 Horz(CT) 0.04 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:261 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W9,W10:2x4SPFStud OTHERS 2x4SPFStud*Except*ST3,ST1:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-1-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:17-18. WEBS 1 Rowatmidpt 3-17,4-17,5-16,7-13,2-17,1-18 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 10=1209/3-2-0,(min.0-1-10),11=-383/3-2-0,(min.0-1-10), 17=1676/0-6-0,(min.0-2-14) Max Horiz17=-430(LC17) Max Uplift10=-148(LC17),11=-563(LC38),17=-285(LC12) Max Grav10=1581(LC38),11=15(LC17),17=1832(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-41=-44/281,3-41=-44/281,3-42=-44/281,4-42=-44/281,4-43=-325/65,43-44=-350/47,5-44=-480/33,5-45=-1056/97, 6-45=-1099/69,6-7=-1163/66,7-46=-1580/151,8-46=-1700/130,8-10=-1604/161 BOT CHORD 16-17=-98/370,15-16=0/944,14-15=0/944,13-14=0/944,12-13=-56/1470,11-12=-56/1470 WEBS 3-17=-392/129,4-17=-1122/263,4-16=-159/881,5-16=-1024/292,5-13=-3/505,7-13=-598/221,7-12=0/254, 2-17=-655/102,2-18=0/262,8-11=0/1515 NOTES 1)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)0-1-12 to3-5-4, Interior(1)3-5-4 to12-4-0,Exterior(2R)12-4-0 to15-7-8, Interior(1)15-7-8 to34-1-12 zone;end verticalrightexposed;C-C formembersandforces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)Trussdesigned forwind loads in theplaneof the trussonly.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gable studs spacedat2-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding285 lbupliftatjoint17,148 lbupliftat joint10and563 lbupliftat joint11. 11)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-WoodsideatWest Clay lot32 GE03 1 12005761-12T PiggybackBaseStructuralGable Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:17 Page: 1 ID:mOnRtV9r2oQu66QG2ErM56ywqn0-ZCWrG8Fvup7IzgrHmWUdW7x98UN9l_jijO1BZ3yVRW0 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 63 33 1 2 3 3245 316 307 8 29 289 2710 11 26 12 2513 14 15 16 17 18 19 2021 22 23 24 W1 T2 T1 T3 T4 T5 T6 W2 B1 B1B1B2 ST10ST11ST11ST11ST11ST11ST11ST11ST11ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 Scale =1:88.9 Plate Offsets(X,Y):[5:0-1-12,0-3-4], [13:0-3-0,0-2-0], [24:0-3-0,0-2-0], [30:0-3-0,0-3-0], [55:0-2-0,0-1-8] 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 0.21 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)-0.01 33 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:375 lb FT=20% LUMBERTOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPF No.2*Except*ST6,ST5,ST4,ST3,ST2,ST1:2x4SPFStud BRACINGTOP CHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing,Except: 10-0-0ocbracing:34-35,33-34. WEBS 1Rowatmidpt 25-40,23-42,22-43,20-44,19-45, 18-46,17-47,16-48,15-49,14-51, 12-52,11-53,10-54,26-39,27-38 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings54-4-0. (lb)-Max Horiz63=250(LC15) Max UpliftAlluplift100(lb)or lessatjoint(s)33,34,35,36,37,38,39, 42,43,44,45,46,47,48,49,51,53,54,56,57,58,59,60,61,63except62=-197(LC16) Max GravAllreactions250(lb)or lessatjoint(s)33,34,35,36,37,38, 39,40,42,43,44,45,46,47,48,49,51,52,53,54,56,57,58, 59,60,61,62,63 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 9-10=-146/297,10-11=-163/347,11-12=-184/404,12-13=-167/365,13-14=-165/384,14-15=-165/384,15-16=-165/384, 16-67=-165/384,17-67=-165/384,17-18=-165/384,18-19=-165/384,19-68=-165/384,20-68=-165/384,20-21=-165/384, 21-22=-165/384,22-23=-165/384,23-24=-165/384,24-25=-167/365,25-26=-184/404,26-27=-163/347,27-28=-146/297 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)0-1-12 to5-6-15,Exterior(2N)5-6-15 to20-7-0, Corner(3R)20-7-0 to26-2-0,Exterior(2N)26-2-0 to39-9-0, Corner(3R)39-9-0 to45-2-3,Exterior(2N)45-2-3 to 54-2-4 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed towind(normal tothe face),seeStandard IndustryGableEndDetailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces withslopes less than0.500/12 inaccordancewith IBC1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare2x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Truss tobe fully sheathed fromone faceorsecurelybracedagainstlateralmovement(i.e.diagonalweb). 10)Gable studs spacedat2-0-0oc.11)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads. 12)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)63,33,42,43,44,45,46,47,48,49,51,53,54,56,57,58, 59,60,61,39,38,37,36,35,34except(jt=lb)62=197. Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 GE04 1 12005761-12T PiggybackBaseSupportedGable JobReference(optional) Run:8.4 S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.ThuOct0816:05:18 Page: 1 ID:scdw6eesSzaA2CtQM0UfEdywqiX-ZCWrG8Fvup7IzgrHmWUdW7xJ_UTjl7AijO1BZ3yVRW0 Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 13)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 GE04 1 12005761-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:18 Page: 2 ID:scdw6eesSzaA2CtQM0UfEdywqiX-ZCWrG8Fvup7IzgrHmWUdW7xJ_UTjl7AijO1BZ3yVRW0 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 45 24 1 2 3 4 5 6 7 8 9 10 11 231222 13 14 15 16 17 18 19 20 21 W1 T2 T1 T3 T4 W2 B1 B1B2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST11 ST11 ST11 ST11 ST11 ST11 ST10 Scale = 1:62.4 Plate Offsets(X,Y):[13:0-3-0,0-2-0], [21:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)n/a -n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:262 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W2:2x4SPF No.2 OTHERS 2x4SPF No.2*Except*ST1,ST2,ST3,ST4,ST5,ST6:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. WEBS 1 Rowatmidpt 23-24,10-37,11-35,12-34,14-32,15-31,16-30,17-29,18-28,19-27, 20-26,22-25 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS Allbearings36-8-0. (lb)-Max Horiz45=379(LC16) Max UpliftAlluplift100(lb)or lessat joint(s)24,26,27,28,29,30,31, 32,34,35,37,38,39,40,41,42,43except44=-396(LC16) Max GravAllreactions250(lb)or lessat joint(s)24,25,26,27,28,29, 30,31,32,34,35,37,38,39,40,41,42,43,44except45=491 (LC16) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-45=-338/113,1-2=-528/190,2-3=-386/148,3-46=-346/123,4-46=-341/132,4-5=-298/104,5-6=-293/113,6-47=-253/90 WEBS 2-44=-136/302 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)0-1-12 to3-9-12,Exterior(2N)3-9-12 to20-7-0, Corner(3R)20-7-0 to24-3-0,Exterior(2N)24-3-0 to34-3-0,Corner(3E)34-3-0 to36-6-4 zone;end vertical leftexposed;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)24,43,42,41,40,39,38,37,35,34,32,31,30,29,28,27, 26except(jt=lb)44=395. 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-WoodsideatWest Clay lot32 GE05 1 12005761-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:19 Page: 1 ID:24QDFTo4rTgYZzCt_ACA7tywqh1-VadbgpG9QRN0Dz?guxW5bY1c1I7eD1z?BiWIeyyVRW_ DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 1.5x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 3=38/Mechanical,(min.0-1-8),4=18/Mechanical,(min.0-1-8), 5=170/0-4-0,(min.0-1-8) Max Horiz5=54(LC13) Max Uplift3=-36(LC16),4=-16(LC13),5=-64(LC12) Max Grav3=55(LC23),4=40(LC7),5=234(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces &MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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 tobearingplatecapableofwithstanding64 lbupliftat joint5,36 lbupliftatjoint3and16 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-WoodsideatWest Clay lot32 J01 1 12005761-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:19 Page: 1 ID:TFJNj1YcOxRiu6zO6OiNyZywr6T-VadbgpG9QRN0Dz?guxW5bY1goI98D3d?BiWIeyyVRW_ DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 3.5412 3x4 3x4 5 4 1 2 W1 T1 B1 Scale = 1:21.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL) 0.07 4-5 >939 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.09 4-5 >788 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.04 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:18 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x6SPF No.2 BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 3=134/Mechanical,(min.0-1-8),4=57/Mechanical,(min. 0-1-8),5=226/0-4-15,(min.0-1-8) Max Horiz5=71(LC8) Max Uplift3=-92(LC12),4=-24(LC9),5=-161(LC8) Max Grav3=190(LC19),4=107(LC7),5=298(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-274/146 NOTES 1)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 exposed ; end verticalleftexposed;porch leftandrightexposed;Lumber DOL=1.60plategrip DOL=1.60 2)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;Min. flatroof snow loadgoverns.Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordance with IBC1608.3.4. 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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 tobearingplatecapableofwithstanding161 lbupliftatjoint5,92 lbupliftat joint3and24 lbupliftat joint4. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)16 lbdownand35 lbupat3-6-0,and25 lbdownand41 lbupat3-6-0on top chord,and2 lbdownand27lbupat3-6-0,and5 lbdownand28 lbupat3-6-0onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibility ofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-6=-51 ConcentratedLoads(lb) Vert:8=1 TrapezoidalLoads(lb/ft) Vert:6=1(F=26,B=26)-to-2=-3(F=24,B=24),2=-3(F=24,B=24)-to-7=-44(F=4,B=4),7=-44(F=4,B=4)-to-3=-79(F=-14,B=-14),5=0(F=10,B=10)-to-8=-17(F=2,B=2),8=-17(F=2,B=2)-to-4=-31(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 J02 1 12005761-12T DiagonalHip Girder Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:20 Page: 1 ID:tv6DcJP8glNdv0u1moU1KXywr5M-znBzu9HnBkVtq7asSe1K8mZmhhSEyWt9PMFr9OyVRVz DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 5 12 1.5x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:17.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-4-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 3=29/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8), 5=180/0-3-8,(min.0-1-8) Max Horiz5=55(LC13) Max Uplift3=-32(LC16),4=-17(LC13),5=-71(LC12) Max Grav3=41(LC23),4=36(LC7),5=250(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-4-3 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces &MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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 tobearingplatecapableofwithstanding71 lbupliftat joint5,32 lbupliftatjoint3and17 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-WoodsideatWest Clay lot32 J03 1 12005761-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:20 Page: 1 ID:?KHR3VkedsSRpZBS2l?8bxywr6D-znBzu9HnBkVtq7asSe1K8mZqEhVNyWt9PMFr9OyVRVz DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 5 12 2x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL) 0.06 4-5 >825 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.29 Vert(CT) 0.05 4-5 >971 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.05 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-6-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 3=89/Mechanical,(min.0-1-8),4=42/Mechanical,(min.0-1-8), 5=239/0-3-8,(min.0-1-8) Max Horiz5=80(LC16) Max Uplift3=-69(LC16),4=-24(LC13),5=-84(LC12) Max Grav3=137(LC23),4=77(LC7),5=322(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-285/194 NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-5-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces &MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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 tobearingplatecapableofwithstanding84 lbupliftat joint5,69 lbupliftatjoint3and24 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-WoodsideatWest Clay lot32 J04 15 12005761-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:20 Page: 1 ID:NL?jePukOkCY0W3QHLf68mywr29-znBzu9HnBkVtq7asSe1K8mZpHhS5yWt9PMFr9OyVRVz DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 3.5412 3x4 3x4 5 4 1 2 W1 T1 B1 Scale =1:19.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)-0.08 4-5 >995 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.39 Vert(CT) -0.15 4-5 >504 180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.06 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:18 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=167/Mechanical,(min.0-1-8),4=73/Mechanical,(min. 0-1-8),5=241/0-8-2,(min.0-1-8) MaxHoriz5=81(LC8) MaxUplift3=-106(LC12),5=-97(LC8) Max Grav3=227(LC19),4=126(LC7),5=301(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 2-5=-277/130 NOTES 1) 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 leftexposed ; end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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 3)Unbalancedsnow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 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 withstanding97 lbupliftatjoint5and106 lbupliftatjoint3. 8)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)34 lbdownand47 lbupat3-10-4,and34lbdownand47lbupat3-10-4 on top chord,and5 lbdownand8 lbupat3-10-4,and5 lbdownand8 lbupat3-10-4onbottom chord.Thedesign/selectionof such connectiondevice(s) is the responsibilityofothers. 10)In theLOAD CASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51 ConcentratedLoads(lb) Vert:7=-6,8=0 TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-6=-6(F=22,B=22),6=-6(F=22,B=22)-to-7=-49(F=1,B=1),7=-49(F=1,B=1)-to-3=-84(F=-16,B=-16),5=0(F=10,B=10)-to-8=-19 (F=0,B=0),8=-19(F=0,B=0)-to-4=-33(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 J05 1 12005761-12T DiagonalHipGirder Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:20 Page: 1 ID:jcXL0_uEF2Qyj9yj6CCPyzywr4k-znBzu9HnBkVtq7asSe1K8mZiQhQXyWt9PMFr9OyVRVz DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 5 12 2x4 2x4 5 4 1 2 3 W1 T1 B1 Scale = 1:19.4 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) 0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT) 0.00 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:9 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor2-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 3=46/Mechanical,(min.0-1-8),4=21/Mechanical,(min.0-1-8), 5=176/0-6-0,(min.0-1-8) Max Horiz5=57(LC13) Max Uplift3=-41(LC16),5=-42(LC12) Max Grav3=66(LC23),4=45(LC7),5=245(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to2-7-3 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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 tobearingplatecapableofwithstanding42 lbupliftat joint5and41 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-WoodsideatWest Clay lot32 J06 2 12005761-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:20 Page: 1 ID:?hwZvZmycz9NWdBoX503Ysywr4u-znBzu9HnBkVtq7asSe1K8mZr0hVNyWt9PMFr9OyVRVz DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 5 12 =3x4 3x4 5 4 1 2 3 W1 T1 B1 Scale = 1:21.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL) 0.03 4-5 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT)-0.04 4-5 >999 180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 3=102/Mechanical,(min.0-1-8),4=49/Mechanical,(min. 0-1-8),5=241/0-6-0,(min.0-1-8) Max Horiz5=86(LC16) Max Uplift3=-75(LC16),5=-43(LC16) Max Grav3=155(LC23),4=85(LC7),5=316(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-5=-280/204 NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-8-4 zone;cantileverleftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 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 tobearingplatecapableofwithstanding43 lbupliftat joint5and75 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-WoodsideatWest Clay lot32 J07 8 12005761-12T Jack-Open Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:21 Page: 1 ID:8XrcU4yRX4VTGhgdGgn2WXywr3M-RzlL5VIQy2dkSH82?LZZgz6zK5pFhz6Ie0?PhqyVRVy DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 =3x4 =4x4 =3x4 1 11 19 18 17 16 15 14 13 12 2 10 3 9 4 8 5 7 6 T1 T1 B1 B2 ST4 ST3 ST2 ST1 ST3 ST2 ST1 Scale =1:35.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT) n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.00 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:63 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings17-2-14. (lb)-MaxHoriz2=81(LC16),20=81(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,10,12,13,14,16,17,19, 20,23 Max GravAllreactions250(lb)or lessat joint(s)2,10,12,13,14,15,16,17,19,20,23 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. 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 zoneand C-C Corner(3E)0-4-3 to3-7-0,Exterior(2N)3-7-0 to9-7-0, Corner(3R)9-7-0 to12-7-0,Exterior(2N)12-7-0to18-9-13 zone; cantilever leftandrightexposed ;end vertical leftand rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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 forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,16,17,19,14,13,12,10,2,10. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 P01 1 12005761-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:21 Page: 1 ID:Z0Dk4oRyoZt9vR?4QIzfTFywr1S-RzlL5VIQy2dkSH82?LZZgz62T5s3hzKIe0?PhqyVRVy DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 775.00 lb 5.00 lb/ft to10.00lb/ft =3x10 1.5x4 1.5x4 1.5x4 =4x4 1.5x4 1.5x4 =3x10 1 7 11 10 9 8 2 6 3 5 4 T1 T1 B1 B2 ST2 ST1 ST1 Scale=1:35.9 PlateOffsets(X,Y):[2:0-10-0,0-0-14], [6:0-10-0,0-0-14] 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) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.67 Vert(CT) n/a - n/a 999 TCDL 10.0 RepStress Incr NO WB 0.10 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:53 lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2OTHERS 2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings17-2-14. (lb)-Max Horiz2=81(LC16),12=81(LC16) Max UpliftAlluplift100(lb)or lessatjoint(s)2,12except6=-196(LC17),8=-180(LC17),11=-147(LC16),15=-196(LC17) Max GravAllreactions250(lb)or lessatjoint(s)2,9,12except6=973 (LC2),8=600(LC24),11=458(LC23),15=973(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. WEBS 3-11=-340/252,5-8=-407/290 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-CCorner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to9-7-0, Corner(3R)9-7-0 to12-7-0,Exterior(2N)12-7-0 to18-9-13 zone; cantileverleftandrightexposed ;endvertical leftand rightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for wind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,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=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snowloadshavebeenconsidered for thisdesign. 6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 7)Gablerequirescontinuousbottom chordbearing. 8)Gable studs spacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads.10)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)2,2except(jt=lb)11=147,8=180,6=195,6=195. 11)This truss is designed inaccordancewith the2018 InternationalResidentialCode sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTrussConnection Detail forConnection tobase trussasapplicable,orconsultqualifiedbuildingdesigner. 13)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)876 lbdownand445 lbupat17-5-0on top chord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. 14)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-4=-51,4-16=-51,12-15=-20 ConcentratedLoads(lb) Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot32 P02 11 12005761-12T Piggyback Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.ThuOct0816:05:21 Page: 1 ID:ZT9tyA0do7b_qCPYQ9Mh45ywr2_-RzlL5VIQy2dkSH82?LZZgz6xR5iNhyYIe0?PhqyVRVy Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. Vert:16=-775 TrapezoidalLoads(lb/ft) Vert:16=-57(F=-6)-to-6=-58(F=-7),6=-58(F=-7)-to-7=-60(F=-9) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 P02 11 12005761-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:21 Page: 2 ID:ZT9tyA0do7b_qCPYQ9Mh45ywr2_-RzlL5VIQy2dkSH82?LZZgz6xR5iNhyYIe0?PhqyVRVy DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 =4x4 =3x4 15 814 13 12 11 10 9 7 6 5 1 42 3 W1 T1 T2 B1 ST2 ST1 ST1 ST3 ST4 Scale =1:30.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT) n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.01 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:48 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-0-15. (lb)-MaxHoriz15=-157(LC14) MaxUpliftAlluplift100(lb)or lessatjoint(s)7,9,10,11,12,13,14,16 Max GravAllreactions250(lb)or lessat joint(s)7,9,10,11,12,13,14, 16 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. BOTCHORD 13-14=-131/269,12-13=-131/269,11-12=-131/269,10-11=-131/269,9-10=-131/269,7-9=-131/269 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 zoneand C-C Corner(3E)0-1-12 to2-9-0, Corner(3R)2-9-0 to5-9-0,Exterior(2N)5-9-0 to11-11-13 zone; cantileverleftandrightexposed;end vertical leftandrightexposed;C-Cfor membersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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 forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing.9)Gable studsspacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)14,7,12,13,11,10,9,7. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 P03 1 12005761-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:22 Page: 1 ID:mNi0CJ1q9dzfCTxPWyK4gbywr_5-w9JkJrI2jMlb4RjFZ34oDBfAGVBrQQaStgkyEHyVRVx DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 1.5x4 =4x4 1.5x4 1.5x4 =3x4 1 7 10 9 8 62 3 5 4 T1 T1 B1 ST2 ST1 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 0.23 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT) n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:35 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-8-14. (lb)-MaxHoriz2=57(LC20),11=57(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,11,15except8=-117 (LC17),10=-118(LC16) Max GravAllreactions250(lb)or lessat joint(s)2,6,11,15except8=373(LC24),9=262(LC2),10=373(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-10=-337/297,5-8=-337/297 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 zoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to6-10-0, Corner(3R)6-10-0 to9-10-0,Exterior(2N)9-10-0 to13-3-13 zone;cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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 forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Gablerequires continuousbottom chordbearing. 8)Gable studsspacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,6,2,6except(jt=lb)10=117,8=117. 11)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 12)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 P04 15 12005761-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:22 Page: 1 ID:93i9sed3U_L6He46jbEtz8ywr?v-w9JkJrI2jMlb4RjFZ34oDBfAPVBWQPyStgkyEHyVRVx DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 =4x4 =3x4 1 9 14 13 12 11 10 82 3 7 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 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 0.06 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.02 Vert(CT) n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.00 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:39 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-8-14. (lb)-MaxHoriz2=57(LC20),15=57(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)2,8,10,11,13,14,15,19 Max GravAllreactions250(lb)or lessat joint(s)2,8,10,11,12,13,14, 15,19 FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. 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 zoneand C-C Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to6-10-0, Corner(3R)6-10-0 to9-10-0,Exterior(2N)9-10-0 to13-3-13 zone;cantilever leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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 forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat2-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,8,13,14,11,10,2,8. 12)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. 13)SeeStandard IndustryPiggybackTruss Connection Detail for Connection tobase trussasapplicable,or consultqualifiedbuildingdesigner. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 P05 1 12005761-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:23 Page: 1 ID:6_tmQy3e?2u?cBq1q9uJRjywr?L-OMt6WBJgUftShbIR7mb1mOBOpvY09tqb5KUWmjyVRVw DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 612 775.00 lb 775.00lb 60.00lb/ftto0.00 lb/ft 1 15 14 13 1211 2 9 3 4 5 6 7 8 T2 T1 W9 B1 B2 B3 B4W1 W8 W7 W3 W2 W4 W5 W6 Scale =1:63.8 Plate Offsets(X,Y):[2:Edge,0-1-1], [8:0-3-3,0-1-8], [9:Edge,0-3-8], [14:0-3-0,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 0.82 Vert(LL)0.12 14-15 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.25 14-15 >999 180 TCDL 10.0 RepStress Incr NO WB 0.59 Horz(CT)0.06 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:135 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2*Except*B1:2x4SPF1650F1.5EWEBS2x4SPF No.2*Except*W1,W3,W2,W6:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-7-2ocpurlins,exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor7-4-9ocbracing.Except: 1Rowatmidpt 7-10 10-0-0ocbracing:10-12 WEBS 1Rowatmidpt 6-10,3-14,4-13 WEBS 2Rowsat1/3pts 8-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)2=1821/0-6-0,(min.0-3-4),9=1913/0-6-0,(min.0-3-6) MaxHoriz2=467(LC16) MaxUplift2=-332(LC16),9=-557(LC16) MaxGrav2=2060(LC2),9=2160(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-19=-3933/584,3-19=-3866/591,3-4=-2294/243,4-5=-1165/72,5-6=-934/83,6-20=-253/0,8-9=-1840/474 BOTCHORD 2-15=-943/3492,14-15=-943/3492,13-14=-540/1908,12-13=-47/297,7-10=-394/183 WEBS 8-10=-343/1099,6-10=-1190/340,4-14=-53/611,3-14=-1634/419,4-13=-1270/352,6-13=-106/797,10-13=-220/616 NOTES 1) 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 zoneand C-CExterior(2E)-1-2-12 to1-9-4,Interior(1)1-9-4 to21-10-4 zone;end vertical leftexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithotherlive loads. 5)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding557 lbupliftat joint9and332 lbupliftat joint2. 7)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)876 lbdownand185 lbupat3-2-0,and876 lbdownand185 lbupat 21-10-4on topchord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. 9)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-3=-51,12-16=-20,11-12=-20,9-10=-20 ConcentratedLoads(lb) Vert:8=-775,3=-775 Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot32 T01 9 12005761-12T Jack-Closed JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.ThuOct0816:05:23 Page: 1 ID:qXgfa5Tmqf7mD6v8SeVEB9ywqRz-OMt6WBJgUftShbIR7mb1mOBCxvJ99kPb5KUWmjyVRVw Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. TrapezoidalLoads(lb/ft) Vert:3=-111(F=-60)-to-4=-92(F=-41),4=-92(F=-41)-to-5=-79(F=-29),5=-79(F=-29)-to-6=-73(F=-22),6=-73(F=-22)-to-20=-67(F=-17),20=-67(F=-17)- to-21=-64(F=-14),21=-64(F=-14)-to-7=-54(F=-3),7=-54-to-8=-51 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T01 9 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:23 Page: 2 ID:qXgfa5Tmqf7mD6v8SeVEB9ywqRz-OMt6WBJgUftShbIR7mb1mOBCxvJ99kPb5KUWmjyVRVw DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 1 15 14 13 12 1110 2 8 3 4 5 6 7 T2 T1 W9 W1 B1 B2 B3 B4 W3 W4 W5 W7 W6 W8 W2 Scale = 1:63.6 Plate Offsets(X,Y):[9:0-4-4,0-2-12], [11:Edge,0-3-8], [15:Edge,0-7-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)-0.05 11-12 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.10 11-12 >999 180 TCDL 10.0 RepStress Incr YES WB 0.53 Horz(CT)-0.01 8 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:133 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9,W4,W6,W8:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-1-1ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.Except: 1 Rowatmidpt 6-9 10-0-0ocbracing:9-11WEBS1 Rowatmidpt 7-8,5-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 8=739/0-6-0,(min.0-1-8),15=861/0-6-0,(min.0-1-9) Max Horiz15=454(LC16) Max Uplift8=-283(LC16),15=-112(LC16) Max Grav8=883(LC23),15=979(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-16=-1191/17,3-16=-1175/46,3-4=-763/0,4-5=-597/5,7-8=-692/227,2-15=-920/166 BOT CHORD 14-15=-433/323,13-14=-390/991,12-13=-390/991,6-9=-453/221 WEBS 3-12=-444/198,5-12=0/412,9-12=-204/406,5-9=-692/245,7-9=-304/854,2-14=0/876 NOTES 1)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-CExterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to21-10-4zone;end vertical leftexposed;C-C formembersandforces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding283 lbupliftatjoint8and112 lbupliftat joint15. 7)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-WoodsideatWest Clay lot32 T02 1 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:23 Page: 1 ID:LhqQHJ?_WtNZik4DwukAuEywqM6-OMt6WBJgUftShbIR7mb1mOBHPvSm9lLb5KUWmjyVRVw DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 1 14 13 12 11 109 2 8 7 3 4 5 6 T2 T1 W9 W1 B1 B2 B3 B4 W3 W4 W5 W7 W6 W8 W2 Scale = 1:63.7 Plate Offsets(X,Y):[4:0-3-4,0-3-4], [8:0-4-4,0-2-12], [10:Edge,0-3-8], [14:Edge,0-7-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)-0.05 10-11 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.10 10-11 >999 180 TCDL 10.0 RepStress Incr YES WB 0.55 Horz(CT)-0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:132 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9,W4,W6,W8:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-1-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-5-7ocbracing.Except: 1 Rowatmidpt 5-8 10-0-0ocbracing:8-10WEBS1 Rowatmidpt 6-7,4-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 7=743/0-6-0,(min.0-1-8),14=806/0-6-0,(min.0-1-8) Max Horiz14=437(LC16) Max Uplift7=-285(LC16),14=-87(LC16) Max Grav7=880(LC23),14=914(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-1213/30,3-15=-1131/55,3-4=-773/8,6-7=-687/228,2-14=-855/120 BOT CHORD 13-14=-486/351,12-13=-398/1012,11-12=-398/1012,5-8=-466/237 WEBS 3-11=-455/201,4-11=0/412,8-11=-209/423,4-8=-700/246,6-8=-315/861,2-13=0/767 NOTES 1)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-CExterior(2E)-0-2-12 to2-9-4, Interior(1)2-9-4 to21-10-4zone;end vertical leftexposed;C-C formembersandforces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding285 lbupliftatjoint7and87 lbupliftat joint14. 7)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-WoodsideatWest Clay lot32 T03 2 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:24 Page: 1 ID:PZE5RSBP_UGR?2j5IYVh?PywqLt-sYRUkXKIFz?JJktdhU6GIckSIJo?uCGkK_D3I9yVRVv DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 1 14 13 12 11 10 9 2 78 3 4 5 6 T2 T1 W9 W1 B2B1 B3 B4 W3 W4 W5 W7 W6 W8 W2 Scale = 1:58.5 Plate Offsets(X,Y):[4:0-3-4,0-3-4], [8:0-5-8,0-4-0], [14:Edge,0-7-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)-0.05 10-11 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.43 Vert(CT)-0.10 11-13 >999 180 TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:136 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W9,W4,W6,W8:2x4SPFNo.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-11-9ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-3-8ocbracing.Except: 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 4-8,5-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 7=797/0-6-0,(min.0-1-8),14=842/0-6-0,(min.0-1-8) Max Horiz14=457(LC16) Max Uplift7=-288(LC16),14=-89(LC16) Max Grav7=943(LC23),14=955(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-15=-1288/35,3-15=-1206/59,3-4=-856/14,4-16=-311/0,2-14=-896/122 BOT CHORD 13-14=-506/361,12-13=-422/1079,11-12=-422/1079,5-8=-121/636 WEBS 3-11=-446/200,4-11=0/373,8-11=-255/613,4-8=-661/237,5-7=-950/322,2-13=0/829 NOTES 1)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)-0-2-12 to2-9-4, Interior(1)2-9-4 to22-10-4zone;end vertical leftexposed;C-C formembersandforces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding288 lbupliftatjoint7and89 lbupliftat joint14. 7)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-WoodsideatWest Clay lot32 T04 3 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:24 Page: 1 ID:4rmJCVbD6dKCNdRLSqaMZMywqIm-sYRUkXKIFz?JJktdhU6GIckSTJoquDXkK_D3I9yVRVv DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 775.00lb 60.00 lb/ft to30.00 lb/ft 3x6 3x5 =4x4 6x6 =6x6 1.5x4 7 6 5 1 2 3 4 W1 T1 W5 B1 W4W3 W2 Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL) 0.03 5-6 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT) 0.03 5-6 >999 180 TCDL 10.0 RepStress Incr NO WB 0.51 Horz(CT)-0.01 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:32 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-11-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor5-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 5=692/0-6-0,(min.0-1-8),7=736/0-4-0,(min.0-1-8) Max Horiz7=139(LC16) Max Uplift5=-233(LC13),7=-168(LC13) Max Grav5=783(LC30),7=836(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-7=-806/1036,2-8=-983/1312,8-9=-939/1321,3-9=-922/1327 BOT CHORD 5-6=-1339/852 WEBS 3-5=-1060/1665,2-6=-1144/909 NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-4-4 zone;end verticalleftexposed;porch leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign. 4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding168 lbupliftatjoint7and233 lbupliftat joint5. 7)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 8)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)999 lbdownand1348 lbupat3-2-0on top chord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. 9)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,5-7=-20 ConcentratedLoads(lb) Vert:3=-775 TrapezoidalLoads(lb/ft) Vert:3=-111(F=-60)-to-4=-81(F=-30) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T05 8 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:24 Page: 1 ID:gEzuuvLAFaAosdFen5blJXywqBL-sYRUkXKIFz?JJktdhU6GIckUiJqVuDvkK_D3I9yVRVv DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 612 775.00lb 60.00 lb/ft to10.00 lb/ft 11 10 9 8 7 1 2 3 4 5 6 W1 T2 T1 W7 B1 B2 W3 W2 W4 W6W5 Scale = 1:46.4 Plate Offsets(X,Y):[2:0-2-11,0-2-8], [6:0-0-13,0-1-8], [10:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.87 Vert(LL)-0.08 7-8 >999 240 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.76 Vert(CT)-0.16 7-8 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT) 0.04 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:85 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T1:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W7,W6:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-0-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. WEBS 1 Rowatmidpt 6-7,3-8,4-7 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 7=986/0-6-0,(min.0-1-12),11=1574/0-4-0,(min.0-2-14) Max Horiz11=363(LC16) Max Uplift7=-339(LC16),11=-284(LC16) Max Grav7=1113(LC2),11=1816(LC30) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-1775/367,2-12=-2474/385,3-12=-2420/393,3-4=-1321/95,6-7=-264/139 BOT CHORD 10-11=-329/145,9-10=-659/2227,8-9=-659/2227,7-8=-304/1002 WEBS 3-10=-551/168,2-10=-361/2315,3-8=-1276/378,4-7=-1299/394,4-8=-25/612 NOTES 1)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)-1-2-12 to1-9-4, Interior(1)1-9-4 to17-4-4 zone;end vertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plate grip DOL=1.60 2)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 3)Unbalanced snow loadshavebeen considered for thisdesign.4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 5)AllplatesareMT20platesunlessotherwise indicated. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding284 lbupliftatjoint11and339lbupliftat joint7. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)999 lbdownand239lbupat3-2-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. 10)In theLOADCASE(S) section,loadsapplied to the faceof thetrussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-3=-51,7-11=-20 ConcentratedLoads(lb) Vert:3=-775 TrapezoidalLoads(lb/ft) Vert:3=-111(F=-60)-to-4=-86(F=-35),4=-86(F=-35)-to-5=-83(F=-32),5=-83(F=-32)-to-13=-77(F=-26),13=-77(F=-26)-to-14=-76(F=-25),14=-76(F=-25)- to-6=-61(F=-10) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T06 3 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:24 Page: 1 ID:97oXnNPR_6jXtvpVIV9rlbywq8g-sYRUkXKIFz?JJktdhU6GIckMuJjhu6tkK_D3I9yVRVv DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 775.00 lb 0.00 lb/ft to50.00 lb/ft =10x10 25 24 23 22 21 20 19 18 17 16 15 14 1 132 3 124 11 5 6 7 8 9 10 T2 T1 T3 T4 T5 T6 W1 W14 B1 B1B1B2 W3 W4 W5 W6 W7 W7 W11 W12 W13 W2 W9W8W9W8W8W9W10 Scale =1:88.9 Plate Offsets(X,Y):[13:0-2-8,0-2-4], [14:0-2-4,0-2-4], [15:0-3-8,0-2-0], [17:0-3-8,0-3-0], [19:0-3-8,0-1-8], [24:0-3-8,0-3-0], [25:0-5-0,0-8-4] 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 0.61 Vert(LL)-0.22 19 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.96 Vert(CT) -0.45 19-21 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.76 Horz(CT)0.20 14 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:356 lb FT=20% LUMBERTOPCHORD 2x6SPF No.2 BOTCHORD 2x4SPF1650F1.5E*Except*B2:2x4SPFNo.2 WEBS 2x4SPF No.2*Except*W3:2x4SPFStud,W1,W14:2x6SPFNo.2 BRACINGTOP CHORD Structural woodsheathingdirectlyappliedor3-5-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor8-6-4ocbracing. WEBS 1Rowatmidpt 4-21,10-16,12-15,9-17,7-17,6-19,6-18,7-18 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 14=2920/0-6-0,(min.0-4-13),25=2264/Mechanical,(min. 0-1-8) Max Horiz25=249(LC16) Max Uplift14=-371(LC17),25=-303(LC16) Max Grav14=3052(LC2),25=2424(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 1-26=-4049/546,2-26=-3903/565,2-27=-3894/583,27-28=-3810/597,3-28=-3780/602,3-29=-3737/611,4-29=-3730/616, 4-5=-3462/629,5-6=-3346/643,6-30=-3435/661,30-31=-3435/661,7-31=-3435/661,7-32=-3122/636,8-32=-3122/636, 8-9=-3122/636,9-10=-3087/628,10-11=-3282/637,11-12=-3418/611,12-33=-2812/489,33-34=-2814/487,34-35=-2922/480,35-36=-2954/478,13-36=-3110/477,1-25=-2348/370,13-14=-2979/505 BOTCHORD 24-25=-319/465,23-24=-614/3531,22-23=-478/3408,21-22=-478/3408,20-21=-360/2995,19-20=-360/2995,18-19=-420/3346,17-18=-427/3435,16-17=-355/2930,15-16=-370/2642 WEBS 4-23=-4/330,4-21=-811/266,5-21=-125/736,10-16=-314/129,12-16=-135/611,12-15=-1166/281,13-15=-404/2882, 1-24=-366/3087,9-17=-924/253,7-17=-631/113,6-19=-679/289,5-19=-249/890,6-18=-129/310,10-17=-292/1493 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)0-2-12 to5-7-15, Interior(1)5-7-15 to20-7-0,Exterior(2R)20-7-0 to28-3-3, Interior(1)28-3-3 to39-9-0,Exterior(2R)39-9-0 to47-5-3, Interior(1)47-5-3 to54-1-4 zone;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposedsurfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4) Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrentwithanyother liveloads. 8) Refer togirder(s) for truss to trussconnections. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding303 lbupliftat joint25and371lbupliftat joint14. 10)This truss is designedinaccordancewith the2018 International ResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11) Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)775lbdownand161 lbupat38-0-0on top chord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers. 12)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T08 8 12005761-12T PiggybackBase JobReference(optional) Run:8.4 S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.ThuOct0816:05:25 Page: 1 ID:V9o8ArpmGyauYreTdyhCVMywq3_-Kk?sxtLw0H7AxuSqEBdVrpHbii?odcFuZezcqbyVRVu Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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:1-5=-51,5-9=-61,14-25=-20 ConcentratedLoads(lb) Vert:9=-775 TrapezoidalLoads(lb/ft) Vert:9=-61-to-10=-66(F=-5),10=-56(F=-5)-to-11=-69(F=-18),11=-69(F=-18)-to-12=-78(F=-27),12=-78(F=-27)-to-33=-80(F=-29),33=-80(F=-29)-to-34=-84 (F=-33),34=-84(F=-33)-to-35=-88(F=-37),35=-88(F=-37)-to-36=-93(F=-42),36=-93(F=-42)-to-13=-101(F=-50) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T08 8 12005761-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:25 Page: 2 ID:V9o8ArpmGyauYreTdyhCVMywq3_-Kk?sxtLw0H7AxuSqEBdVrpHbii?odcFuZezcqbyVRVu DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 775.00 lb 0.00 lb/ft to30.00lb/ft 22 21 20 19 18 17 16 15 14 13 12 1 2 3 4 11 5 6 7 8 9 10 T2 T1 T3 T4 T5 W1 W13 B1 B1B2 W3 W4 W5 W6 W7 W11 W12 W2 W9 W10W8W9W8W8 W9 Scale=1:72.5 PlateOffsets(X,Y):[5:0-4-0,0-2-8], [10:0-10-0,0-2-8], [11:0-2-12,0-2-8], [13:0-2-8,0-1-8], [21:0-3-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 1.00 Vert(LL) -0.15 18-20 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.77 Vert(CT) -0.34 18-20 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT) 0.10 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:289lb FT=20% LUMBER TOP CHORD 2x4SPFNo.2*Except*T5:2x6SPF No.2 BOT CHORD 2x4SPFNo.2WEBS2x4SPFNo.2*Except*W3,W2:2x4SPFStud,W11:2x4SPF1650F 1.5E,W1,W13:2x6SPF No.2 BRACING TOP CHORD Structural wood sheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigidceilingdirectlyappliedor7-6-1ocbracing.WEBS 1 Rowatmidpt 4-18,10-13,11-12,9-14,7-14,6-17, 5-17 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size)12=2408/0-6-0,(min.0-4-0),22=1671/0-6-0,(min.0-2-13) Max Horiz22=375(LC16) Max Uplift12=-379(LC13),22=-228(LC16) Max Grav12=2552(LC39),22=1809(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexcept whenshown. TOP CHORD 1-23=-2882/339,2-23=-2765/359,2-24=-2656/330,3-24=-2559/344,3-25=-2475/361,4-25=-2456/364,4-26=-2172/336, 5-26=-2155/372,5-6=-1920/354,6-27=-1920/354,27-28=-1920/354,7-28=-1920/354,7-29=-1096/232,8-29=-1096/232,8-9=-1096/232,9-10=-1096/232,10-11=-859/167,1-22=-1739/263,11-12=-2534/433 BOT CHORD 21-22=-431/316,20-21=-616/2502,19-20=-469/2289,18-19=-469/2289,17-18=-307/1842,16-17=-269/1687, 15-16=-269/1687,14-15=-269/1687,13-14=-118/746 WEBS 2-20=-259/173,4-20=-9/377,4-18=-854/273,5-18=-132/771,10-13=-1940/330,11-13=-345/2179,1-21=-187/2287, 9-14=-1090/288,10-14=-392/2243,7-14=-1266/194,6-17=-533/179,5-17=-297/294,7-17=-118/579,7-15=0/254 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;ExpC;Enclosed;MWFRS(envelope)exteriorzoneandC-C Exterior(2E)0-2-12 to4-6-12, Interior(1)4-6-12 to20-7-0,Exterior(2R)20-7-0 to26-8-9, Interior(1)26-8-9 to39-9-0,Exterior(2E)39-9-0 to43-1-4 zone;C-C formembersandforces&MWFRS forreactionsshown;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=20.4psf(Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7) This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableof withstanding228 lbupliftat joint22and379lbupliftat joint12. 9) This truss is designed inaccordance with the2018 International Residential Code sectionsR502.11.1and R802.10.2andreferencedstandardANSI/TPI1. 10)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to support concentrated load(s)775 lbdownand161 lbupat38-0-0on topchord.Thedesign/selectionofsuch connectiondevice(s)is theresponsibilityofothers. 11)In theLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOADCASE(S)Standard 1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T09 2 12005761-12T PiggybackBase Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.ThuOct0816:05:25 Page: 1 ID:uiWPt0H1LJIb468iNN3WCfywpfr-Kk?sxtLw0H7AxuSqEBdVrpHVci1mdYouZezcqbyVRVu Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. Vert:1-5=-51,5-9=-61,12-22=-20 ConcentratedLoads(lb) Vert:9=-775 TrapezoidalLoads(lb/ft) Vert:9=-61-to-10=-71(F=-10),10=-61(F=-10)-to-11=-81(F=-30) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T09 2 12005761-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:25 Page: 2 ID:uiWPt0H1LJIb468iNN3WCfywpfr-Kk?sxtLw0H7AxuSqEBdVrpHVci1mdYouZezcqbyVRVu DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 25 24 23 19 18 17 16 15 14 13 1 22 21 20 2 3 4 5 6 12 7 8 9 10 11 T2 T1 T3 T4 T5 W1 W18 B1 B5 B6 B2 B3 B4 W7 W8 W9 W12 W11 W13 W16 W17 W5W2W3W4 W14W15W14W14W15 W6 W10 Scale =1:72.5 Plate Offsets(X,Y):[7:0-7-12,0-2-12], [11:0-6-0,0-2-8], [20:0-3-0,0-2-8], [22:0-5-12,0-3-12] 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 0.73 Vert(LL) 0.19 6 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.36 6 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.93 Horz(CT)0.20 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:302lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2*Except*T5:2x6SPF No.2 BOTCHORD 2x4SPF No.2*Except*B3:2x6SP2400F2.0E WEBS 2x4SPF No.2*Except*W7,W8,W9,W12,W5,W2,W3,W6,W10:2x4SPF Stud,W1,W18:2x6SPF No.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-2-0ocpurlins, exceptend verticals. BOTCHORD Rigidceilingdirectlyappliedor9-5-14ocbracing. WEBS 1 Rowatmidpt 7-18,11-14,12-13,8-17,7-17,9-15 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduringtrusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 13=1650/0-6-0,(min.0-2-14),25=1571/0-6-0,(min.0-2-11) Max Horiz25=375(LC16) Max Uplift13=-222(LC13),25=-211(LC16) Max Grav13=1833(LC39),25=1710(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOPCHORD 1-2=-1347/165,2-3=-3924/885,3-26=-3987/949,4-26=-3913/971,4-5=-2724/371,5-27=-2593/388,27-28=-2542/399,6-28=-2525/401,6-7=-2720/528,7-8=-1698/312,8-29=-1698/312,9-29=-1698/312,9-10=-1325/249,10-11=-1325/249, 11-12=-606/122,1-25=-1598/201,12-13=-1809/285 BOTCHORD 24-25=-390/220,23-24=-120/369,21-22=-708/3011,20-21=-708/3010,6-20=-559/247,17-18=-276/1667, 16-17=-197/1325,15-16=-197/1325,14-15=-73/546 WEBS 4-22=-497/618,4-21=0/368,4-20=-813/289,18-20=-249/1471,7-20=-437/1539,11-14=-1408/267,12-14=-211/1596,22-24=-503/1038,1-24=-147/1355,2-24=-1755/486,2-22=-657/2406,11-15=-249/1570,8-17=-597/198,7-17=-399/179, 9-17=-146/790,9-15=-1228/296 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)exterior zoneandC-C Exterior(2E)0-2-12 to4-6-12, Interior(1)4-6-12 to20-7-0,Exterior(2R)20-7-0to26-11-1, Interior(1)26-11-1 to39-9-0,Exterior(2E)39-9-0 to43-1-4 zone;C-C formembers and 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=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0; Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordance withIBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage toprevent waterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrent withanyotherliveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding211 lbupliftatjoint25and222lbupliftat joint13. 9)This truss is designed inaccordance withthe2018 InternationalResidential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T10 1 12005761-12T PiggybackBase Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuOct0816:05:26 Page: 1 ID:iN0YLCIfO0?dI_yJGOV87Tywpag-oxZE8DMYnaF1Y210ov8kN1pka6QUM0q1oIiAN2yVRVt DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 775.00lb 17 16 15 14 13 12 11 10 9 1 2 3 4 8 5 6 7 T2 T1 T3 T4 W1 W12 B1 B3B2 W3 W4 W5 W6 W7 W8 W9 W8 W10 W2 W11 Scale = 1:62.4 Plate Offsets(X,Y):[1:Edge,0-1-12], [5:0-4-0,0-2-8],[7:0-6-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.89 Vert(LL)-0.11 15-16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(CT)-0.24 15-16 >999 180 TCDL 10.0 RepStress Incr NO WB 0.80 Horz(CT) 0.06 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:224 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2*Except*T4:2x6SPFNo.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud,W12:2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-11-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-9-13ocbracing. WEBS 1 Rowatmidpt 4-13,5-11,6-11,7-10,8-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 9=2153/0-6-0,(min.0-3-8),17=1328/0-6-0,(min.0-2-5) Max Horiz17=390(LC16) Max Uplift9=-350(LC13),17=-185(LC16) Max Grav9=2217(LC39),17=1481(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-2368/265,2-18=-2230/285,2-19=-2083/238,3-19=-1985/252,3-4=-1871/271,4-20=-1488/213,5-20=-1356/246, 5-21=-980/203,6-21=-980/203,6-22=-980/203,22-23=-980/203,7-23=-980/203,7-24=-256/61,8-24=-639/118,1-17=-1412/221,8-9=-2192/368 BOT CHORD 16-17=-443/311,15-16=-566/2057,14-15=-407/1776,13-14=-407/1776,12-13=-223/1203,11-12=-223/1203, 10-11=-50/326 WEBS 2-15=-359/185,4-15=-18/411,4-13=-890/280,5-13=-131/806,5-11=-658/186,6-11=-688/228,7-11=-203/1246, 7-10=-1363/291,1-16=-123/1858,8-10=-211/1465 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)0-1-12 to3-9-12, Interior(1)3-9-12 to20-7-0,Exterior(2R)20-7-0 to25-9-4, Interior(1)25-9-4 to34-3-0,Exterior(2E)34-3-0 to36-5-4 zone;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding185 lbupliftatjoint17and350lbupliftat joint9. 8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. 9)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)775 lbdownand161lbupat36-0-0on top chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead + Snow(balanced):LumberIncrease=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-5=-51,5-7=-61,7-8=-51,9-17=-20 ConcentratedLoads(lb) Vert:24=-775 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T11 8 12005761-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:27 Page: 1 ID:Nz8dLF1APYgD7oyhS1u4IWywpKD-G76dMZMAYuNuACcCMcfzwEMtrWlw5V5B0ySjvUyVRVs DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T11 8 12005761-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:27 Page: 2 ID:Nz8dLF1APYgD7oyhS1u4IWywpKD-G76dMZMAYuNuACcCMcfzwEMtrWlw5V5B0ySjvUyVRVs DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 =MT18HS8x12 20 19 15 14 13 12 11 10 1 18 17 16 2 3 4 5 9 6 7 8 T2 T1 T3 T4 W1 W15 B1 B5 B6 B2 B3 B4 W5 W6 W7 W10 W9 W11 W12 W13 W12 W11 W14 W2W3 W4 W8 Scale = 1:62.4 Plate Offsets(X,Y):[6:0-7-4,0-2-8], [8:0-4-0,0-2-8], [16:0-3-0,0-2-8], [18:0-5-12,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.79 Vert(LL) 0.18 17-18 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.96 Vert(CT)-0.32 16-17 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.92 Horz(CT) 0.18 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:246 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud,B3:2x6SPFNo.2 WEBS 2x4SPF No.2*Except*W5,W6,W7,W10,W1,W3,W4,W8:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-3-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-2-0ocbracing. WEBS 1 Rowatmidpt 6-14,6-12,7-12,8-11,9-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 10=1389/0-6-0,(min.0-2-5),20=1317/0-6-0,(min.0-2-5) Max Horiz20=391(LC16) Max Uplift10=-190(LC13),20=-186(LC16) Max Grav10=1491(LC39),20=1475(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-3439/846,2-21=-3595/953,3-21=-3554/979,3-4=-2258/301,4-5=-2038/331,5-22=-2255/444,6-22=-2236/474, 6-23=-966/200,7-23=-966/200,7-24=-966/200,24-25=-966/200,8-25=-966/200,8-9=-307/68,1-20=-1370/343,9-10=-1485/240 BOT CHORD 19-20=-105/295,17-18=-674/2585,16-17=-674/2584,5-16=-560/247,13-14=-221/1188,12-13=-221/1188,11-12=-47/306 WEBS 3-18=-564/823,3-17=0/338,3-16=-802/288,14-16=-195/1046,6-16=-433/1470,6-12=-658/187,7-12=-695/230, 8-12=-208/1256,8-11=-1259/272,9-11=-199/1384,1-18=-718/2897,18-20=-329/48 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)0-1-12 to3-9-12, Interior(1)3-9-12 to20-7-0,Exterior(2R)20-7-0 to25-9-4, Interior(1)25-9-4 to34-3-0,Exterior(2E)34-3-0 to36-6-4 zone;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding190 lbupliftatjoint10and186lbupliftat joint20. 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-WoodsideatWest Clay lot32 T12 4 12005761-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:27 Page: 1 ID:KzQxApIPvVmTbnvhYtlTWSywpIb-G76dMZMAYuNuACcCMcfzwEMuOWhF5TDB0ySjvUyVRVs DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 =MT18HS8x12 20 19 15 14 13 12 11 10 1 18 17 16 2 3 4 5 9 6 7 8 T2 T1 T3 T4 W1 W15 B1 B5 B6 B2 B3 B4 W5 W6 W7 W10 W9 W11 W12 W13 W12 W11W14 W2W3 W4 W8 Scale = 1:65.2 Plate Offsets(X,Y):[6:0-7-4,0-2-8], [8:0-4-0,0-2-8], [16:0-3-0,0-2-8], [18:0-5-12,0-3-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.79 Vert(LL) 0.17 17-18 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.94 Vert(CT)-0.31 16-17 >999 180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.92 Horz(CT) 0.17 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:245 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2*Except*B2:2x4SPFStud,B3:2x6SPFNo.2 WEBS 2x4SPF No.2*Except*W5,W6,W7,W10,W1,W3,W4,W8:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-8ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor2-2-0ocbracing. WEBS 1 Rowatmidpt 6-14,6-12,7-12,8-12,8-11,9-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 10=1356/0-6-0,(min.0-2-5),20=1279/0-6-0,(min.0-2-4) Max Horiz20=403(LC16) Max Uplift10=-209(LC13),20=-178(LC16) Max Grav10=1483(LC39),20=1439(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-3352/840,2-21=-3506/946,3-21=-3465/973,3-4=-2176/286,4-5=-1956/316,5-22=-2174/431,6-22=-2048/459, 6-23=-865/169,7-23=-865/169,7-24=-865/169,24-25=-865/169,8-25=-865/169,1-20=-1336/340,9-10=-1434/194 BOT CHORD 19-20=-105/288,17-18=-673/2508,16-17=-673/2508,5-16=-560/247,13-14=-218/1114,12-13=-218/1114 WEBS 3-18=-573/818,3-17=0/337,3-16=-799/289,14-16=-191/977,6-16=-434/1456,6-12=-698/195,7-12=-696/229, 8-12=-224/1315,8-11=-1376/298,9-11=-190/1410,1-18=-714/2824,18-20=-341/58 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)0-1-12 to3-8-9, Interior(1)3-8-9 to20-7-0,Exterior(2R)20-7-0 to25-7-8, Interior(1)25-7-8 to34-3-0,Exterior(2E)34-3-0 to35-6-4 zone;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)Provideadequatedrainage topreventwaterponding. 6)AllplatesareMT20platesunlessotherwise indicated. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding209 lbupliftatjoint10and178lbupliftat joint20.9)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-WoodsideatWest Clay lot32 T13 3 12005761-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:28 Page: 1 ID:E__ZqxptwP_yZlofkZUEyJywpFL-kJg?ZuNpJCVloMBOwKBCTSu28w1oqwTKFcBHRwyVRVr DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 110.00 lb/ft =6x8 3x10181716 15 1413 12 11 1 2 3 5 6 7 8 9 104 T1 T2 T2 W3 B1 B3B2 W1 W2 W2W3W2W3W2W3W2W3 HW1 Scale = 1:62.8 PlateOffsets (X,Y):[2:0-5-2,0-0-4], [9:0-3-8,0-1-8], [12:0-3-8,0-2-0], [13:0-3-8,0-1-8], [17:0-3-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.62 Vert(LL)0.31 15 >999 240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT) -0.47 15 >875 180 TCDL 10.0 Rep StressIncr NO WB 0.83 Horz(CT)0.07 11 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:200lb FT=20% LUMBER TOP CHORD 2x6SPF No.2 BOT CHORD 2x6SP2400F2.0E WEBS 2x4SPF Stud*Except*W2:2x4 SPFNo.2 SLIDER Left2x4 SPF Stud --1-6-0 BRACING TOP CHORD Structural woodsheathingdirectlyappliedor3-2-12ocpurlins, exceptendverticals. BOT CHORD Rigidceilingdirectlyappliedor5-11-5ocbracing. WEBS 1 Rowatmidpt 10-12 MiTek recommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide. REACTIONS (lb/size) 2=1668/0-4-0,(min.0-1-8),11=1385/0-6-0, (min.0-1-8) MaxHoriz2=125(LC16) MaxUplift2=-713 (LC12),11=-621(LC12) MaxGrav2=1726(LC37),11=1720 (LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOPCHORD 2-3=-1443/1165,3-23=-2918/2302,23-24=-2889/2281,24-25=-2862/2260,4-25=-2840/2258,4-26=-4183/3076, 5-26=-4185/3075,5-27=-4559/3268,6-27=-4559/3268,6-28=-4559/3268,7-28=-4559/3268,7-29=-4559/3268, 8-29=-4559/3268,8-9=-4052/2852,9-30=-2582/1787,10-30=-2582/1787,10-11=-1654/1073 BOTCHORD 2-31=-2108/2600,31-32=-2108/2600,18-32=-2108/2600,18-33=-2099/2603,17-33=-2099/2603,16-17=-3075/4183, 15-16=-3075/4183,14-15=-2852/4052,13-14=-2852/4052,12-13=-1787/2582 WEBS 4-17=-1134/1836,10-12=-2029/2930,5-17=-769/273,5-15=-257/432,6-15=-418/156,8-15=-478/583,8-13=-714/349, 9-13=-1235/1691,9-12=-1346/722 NOTES 1)Unbalanced roofliveloadshavebeenconsidered forthisdesign. 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) -1-2-12 to2-2-7, Interior (1)2-2-7 to6-6-0,Exterior(2R)6-6-0 to11-4-4, Interior (1)11-4-4 to34-2-4zone;endverticalleftexposed;porchleftand rightexposed;C- C formembersand forces & MWFRS for reactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16; Pr=20.0psf (roofLL:Lum DOL=1.15PlateDOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC; Partially Exp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopeslessthan0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads. 8)Providemechanicalconnection (byothers)of truss tobearingplatecapableof withstanding621lbupliftatjoint11and713lbupliftatjoint2. 9)This trussisdesignedinaccordancewith the2018 InternationalResidential CodesectionsR502.11.1and R802.10.2and referencedstandardANSI/TPI1. LOADCASE(S)Standard 1)Dead+ Snow (balanced):Lumber Increase=1.15, Plate Increase=1.15 UniformLoads (lb/ft) Vert:1-2=-51,2-25=-161,4-25=-51,4-10=-61,11-19=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClaylot32 T14 1 12005761-12T HalfHip JobReference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuOct0816:05:28 Page: 1 ID:51njXS3eiIZiBVzd73grXgywntD-kJg?ZuNpJCVloMBOwKBCTSu5ow9DqyuKFcBHRwyVRVr DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 110.00lb/ft 3x4 =6x6 18 17 16 15 14 13 12 11 10 1 2 3 5 6 7 8 94 T1 T2 T3 W7 W1 B1 B1B2 W4 W5 W6 W6W7W6W7W6W7 W3 W2 Scale=1:62.8 Plate Offsets(X,Y):[7:0-3-0,Edge], [8:0-3-8,0-1-8], [10:Edge,0-3-8], [18:Edge,0-9-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.99 Vert(LL) 0.34 12-15 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(CT)-0.46 12-15 >888 180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT) 0.10 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:149 lb FT = 20% LUMBER TOP CHORD 2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOPCHORD Structural woodsheathingdirectlyappliedor2-6-0ocpurlins, exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor3-6-15ocbracing. WEBS 1 Rowatmidpt 9-11 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordancewithStabilizerInstallationguide. REACTIONS (lb/size) 10=1374/0-6-0,(min.0-2-11),18=1640/0-4-0,(min.0-2-11) Max Horiz18=147(LC16) Max Uplift10=-616(LC12),18=-689(LC12) Max Grav10=1727(LC37),18=1710(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 2-19=-2468/2100,19-20=-2362/2023,20-21=-2342/2006,3-21=-2331/2013,3-4=-2597/2073,4-22=-3427/2518, 5-22=-3429/2518,5-23=-3343/2353,6-23=-3343/2353,6-7=-3343/2353,7-8=-3343/2353,8-24=-2252/1554, 9-24=-2252/1554,9-10=-1665/1060,2-18=-1651/1419 BOT CHORD 18-25=-424/287,25-26=-424/287,17-26=-424/287,16-17=-1962/2181,16-27=-1930/2394,15-27=-1930/2394,14-15=-2517/3427,13-14=-2517/3427,12-13=-2517/3427,11-12=-1554/2252 WEBS 3-16=-217/250,4-16=-300/209,4-15=-705/1241,9-11=-1818/2638,5-15=-560/178,6-12=-522/179,8-12=-957/1297, 8-11=-1295/656,3-17=-326/144,2-17=-1567/1940 NOTES 1)Unbalancedroof liveloadshavebeenconsidered 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)exterior zoneandC-C Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to8-6-0,Exterior(2R)8-6-0 to13-4-4, Interior(1)13-4-4 to34-2-4 zone;endvertical leftexposed;porchleftandrightexposed;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=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns.Rain surchargeapplied toallexposed surfaces withslopes less than0.500/12 inaccordancewith IBC 1608.3.4. 4)Unbalanced snowloadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)AllplatesareMT20platesunlessotherwiseindicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding616 lbupliftat joint10and689lbupliftatjoint18. 10)This trussisdesignedinaccordancewith the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-20=-161,4-20=-51,4-9=-61,10-18=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot32 T15 1 12005761-12T HalfHip JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.ThuOct0816:05:29 Page: 1 ID:RbqB3YuIzbiExfO6SfpAgcywnn?-CWENnEOR4VdbPWmbT1iR?fRAmKMYZN6TUGxqzNyVRVq DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 110.00 lb/ft =6x6 15 14 13 12 11 10 9 1 2 3 5 6 7 84 T1 T2 T3 W7 W1 B1 B1B2 W6W5W6W7W8W7 W3 W2 W4 Scale=1:62.9 Plate Offsets(X,Y):[9:Edge,0-3-8], [11:0-3-8,0-3-4], [15:Edge,0-9-12] 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 0.96 Vert(LL) 0.40 11-13 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.91 Vert(CT) -0.37 11-13 >999 180 TCDL 10.0 RepStress Incr NO WB 0.83 Horz(CT)0.09 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:149 lb FT=20% LUMBER TOP CHORD 2x4SPF2100F1.8E*Except*T1:2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 WEBS 2x4SPFStud*Except*W6,W8:2x4SPF No.2 BRACING TOPCHORD Structuralwood sheathingdirectlyapplied,exceptend verticals. BOTCHORD Rigid ceilingdirectlyappliedor3-8-7ocbracing. WEBS 1 Rowatmidpt 8-9,8-10,5-10 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 9=1368/0-6-0,(min.0-2-11),15=1626/0-4-0,(min.0-2-11) MaxHoriz15=181(LC16) MaxUplift9=-613(LC12),15=-669(LC12) MaxGrav9=1696(LC37),15=1710(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOP CHORD 2-16=-2479/2146,16-17=-2330/2064,3-17=-2316/2064,3-18=-2407/1965,4-18=-2402/1989,4-19=-2879/2146, 19-20=-2881/2145,5-20=-2882/2145,5-6=-2167/1543,6-7=-2167/1543,7-21=-2167/1543,8-21=-2167/1543, 8-9=-1622/1035,2-15=-1647/1392 BOT CHORD 15-22=-522/375,14-22=-522/375,14-23=-2022/2151,13-23=-2022/2151,13-24=-1852/2208,12-24=-1852/2208, 11-12=-1852/2208,10-11=-2147/2875 WEBS 8-10=-1784/2508,4-13=-442/329,4-11=-347/796,5-11=-270/133,5-10=-840/720,7-10=-714/244,2-14=-1519/1816, 3-13=-355/187 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; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to10-6-0,Exterior(2R)10-6-0 to15-4-4, Interior(1)15-4-4 to34-2-4 zone;end vertical leftexposed;porch leftandright exposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3) TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalancedsnow loadshavebeen considered for thisdesign. 5) This trusshasbeendesigned forgreaterofminroof liveloadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage toprevent waterponding. 7) This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyother liveloads. 8)Providemechanicalconnection(byothers)of truss tobearingplate capableofwithstanding613lbupliftatjoint9and669 lbupliftat joint15. 9) This truss isdesigned inaccordance with the2018 International ResidentialCode sections R502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-17=-161,4-17=-51,4-8=-61,9-15=-20 Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T16 1 12005761-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuOct0816:05:29 Page: 1 ID:tLkkE4ZUEIDV60Wq5Lpmowywnkq-CWENnEOR4VdbPWmbT1iR?fRBFKNUZP8TUGxqzNyVRVq DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 16 15 14 13 12 11 10 9 1 2 3 5 6 7 84 T1 T2 T3 W7 W1 B1 B1B2 W5 W6W6W7W6W7 W4W3 W2 Scale=1:62.9 PlateOffsets(X,Y):[9:Edge,0-3-8], [16:Edge,0-9-12] 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 1.00 Vert(LL)0.30 11-14 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.68 Vert(CT) -0.30 11-14 >999 180 TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT) 0.07 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:155 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud*Except*W6:2x4SPF No.2 BRACING TOP CHORD Structural woodsheathingdirectlyapplied,exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor4-0-13ocbracing. WEBS 1Rowatmidpt 8-9,8-10,4-11,5-10,2-15 MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 9=1351/0-6-0,(min.0-2-9),16=1345/0-4-0,(min.0-2-5) Max Horiz16=215(LC16) Max Uplift9=-605(LC12),16=-530(LC12) Max Grav9=1650(LC37),16=1484(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOPCHORD 2-18=-2334/1971,18-19=-2263/1983,3-19=-2207/1997,3-20=-2138/1789,4-20=-2076/1811,4-21=-2309/1787,5-21=-2311/1787,5-6=-1674/1230,6-7=-1674/1230,7-22=-1674/1230,8-22=-1674/1230,8-9=-1583/1051, 2-16=-1417/1107 BOTCHORD 16-23=-421/323,15-23=-421/323,15-24=-1962/2089,14-24=-1962/2089,13-14=-1694/1949,13-25=-1694/1949, 12-25=-1694/1949,11-12=-1694/1949,10-11=-1786/2309 WEBS 4-14=-480/381,8-10=-1550/2109,4-11=-155/466,5-11=-273/199,5-10=-813/718,7-10=-658/225,3-14=-499/292,2-15=-1554/1839 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)exterior zoneandC-C Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to12-6-0,Exterior(2R)12-6-0 to17-4-4, Interior(1)17-4-4 to34-2-4zone;end vertical leftexposed;porch leftandright exposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15); Is=1.0; RoughCat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposedsurfaces with slopes less than0.500/12 inaccordancewith IBC1608.3.4. 4) Unbalanced snow loadshavebeenconsidered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottomchord live loadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding605lbupliftat joint9and530 lbupliftat joint16. 9)This truss is designed inaccordancewith the2018 InternationalResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 T17 1 12005761-12T HalfHip Job Reference(optional) Run:8.4 S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.ThuOct0816:05:29 Page: 1 ID:yCx5e80CfMgrL3zfwmR8_Wywnhg-CWENnEOR4VdbPWmbT1iR?fRAcKR4ZPlTUGxqzNyVRVq DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 17 16 15 14 13 12 11 10 1 2 3 4 6 7 8 95 T2 T1 T3 T4 W7 W1 B1 B1B2 W6W5 W4W3 W2 W6 W7 W6 W7 Scale =1:62.9 Plate Offsets(X,Y):[17:Edge,0-9-12] 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 0.88 Vert(LL) 0.26 15-16 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.25 15-16 >999 180 TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.06 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:162lb FT=20% LUMBER TOPCHORD 2x4SPF No.2BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud*Except*W6,W4:2x4SPF No.2 BRACING TOP CHORD Structural wood sheathingdirectlyapplied,exceptendverticals.BOT CHORD Rigid ceilingdirectlyappliedor3-11-7ocbracing. WEBS 1 Rowatmidpt 9-10,9-11,2-16,5-12,6-11 MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordancewithStabilizer Installationguide. REACTIONS (lb/size) 10=1344/0-6-0,(min.0-2-8),17=1333/0-4-0,(min.0-2-5) Max Horiz17=249(LC16) Max Uplift10=-600(LC12),17=-512(LC12) Max Grav10=1607(LC37),17=1485(LC38) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown. TOPCHORD 2-18=-2436/1970,18-19=-2388/1976,3-19=-2283/1999,3-4=-1942/1653,4-5=-1869/1674,5-20=-1881/1521, 6-20=-1883/1521,6-21=-1316/1006,7-21=-1316/1006,7-8=-1316/1006,8-22=-1316/1006,9-22=-1316/1006,9-10=-1547/1075,2-17=-1412/1082 BOTCHORD 17-23=-502/408,16-23=-502/408,16-24=-1982/2163,15-24=-1982/2163,14-15=-1574/1729,13-14=-1574/1729, 13-25=-1574/1729,12-25=-1574/1729,11-12=-1520/1881 WEBS 9-11=-1409/1843,5-15=-556/463,3-15=-686/448,2-16=-1489/1777,5-12=-261/241,6-12=-363/315,6-11=-801/737, 7-11=-600/206 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)exteriorzoneand C-C Exterior(2E)-1-2-12 to2-2-7, Interior(1)2-2-7 to14-6-0,Exterior(2R)14-6-0 to19-4-4, Interior(1)19-4-4 to34-2-4 zone;end vertical leftexposed;porch leftandright exposed;C-C formembersand forces&MWFRS forreactionsshown;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=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 4)Unbalanced snowloadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother liveloads. 6)Provideadequatedrainage toprevent waterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrentwithanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding600 lbupliftat joint10and512lbupliftat joint17. 9)This truss is designedinaccordance with the2018 InternationalResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot32 T18 1 12005761-12T HalfHip JobReference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:30 Page: 1 ID:dsIm?JB2pAu4UztI6eguQzywng9-hiol_aP3rplS1fKn1kDgYt_NEjo6IsKdiwgNWpyVRVp DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 =12x12 =6x6 2x4 10 9 8 7 6 1 2 4 53 W1 T1 T2 W5 B1 B2 W3 W4 W6W5 W2 Scale = 1:37.6 Plate Offsets(X,Y):[10:Edge,0-9-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.85 Vert(LL)-0.05 7-8 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)-0.10 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.57 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:79 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-6-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 6=742/0-6-0,(min.0-1-8),10=775/0-6-0,(min.0-1-8) Max Horiz10=115(LC16) Max Uplift6=-152(LC12),10=-131(LC12) Max Grav6=912(LC37),10=875(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-10=-815/225,2-12=-1138/136,12-13=-1113/143,3-13=-1101/163,3-14=-1183/202,4-14=-1185/201,4-15=-1182/200, 15-16=-1182/200,5-16=-1182/200,5-6=-855/181 BOT CHORD 9-10=-240/375,8-9=-240/375,7-8=-188/1019 WEBS 5-7=-223/1314,4-7=-607/204,2-8=-46/862 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-7-8,Exterior(2E)6-7-8 to10-10-7, Interior(1)10-10-7 to18-10-4 zone; cantilever leftexposed ; end vertical leftexposed;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding131 lbupliftatjoint10and152lbupliftat 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-WoodsideatWest Clay lot32 T19 1 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:30 Page: 1 ID:gu?smRXIkzaMWugE?TbXKAywnZF-hiol_aP3rplS1fKn1kDgYt_Nhjs0IwSdiwgNWpyVRVp DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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 =6x6 12 11 10 9 8 7 1 2 3 5 64 W1 T1 T2 W7 B1 B2 W2 W4 W5 W6 W8W7 W3 Scale = 1:37.6 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)-0.03 9 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.30 Vert(CT)-0.07 8-9 >999 180 TCDL 10.0 RepStress Incr YES WB 0.43 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:87 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor5-3-6ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 7=734/0-6-0,(min.0-1-8),12=763/0-6-0,(min.0-1-8) Max Horiz12=149(LC16) Max Uplift7=-147(LC12),12=-121(LC16) Max Grav7=868(LC37),12=941(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-892/203,2-13=-1174/154,13-14=-1121/156,3-14=-1103/168,3-4=-945/163,4-15=-790/138,5-15=-793/137, 5-16=-790/137,6-16=-790/137,6-7=-821/171 BOT CHORD 9-10=-249/1018,8-9=-175/826 WEBS 2-10=-92/917,3-9=-295/115,4-9=-9/258,4-8=-271/80,6-8=-174/1007,5-8=-510/173 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to8-7-8,Exterior(2E)8-7-8 to12-10-7, Interior(1)12-10-7 to18-10-4 zone; cantilever leftexposed ; end vertical leftexposed;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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding121 lbupliftatjoint12and147lbupliftat joint7. 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-WoodsideatWest Clay lot32 T20 1 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:30 Page: 1 ID:aqTn8JE6l_DVJPN8Cs6M?iywnX3-hiol_aP3rplS1fKn1kDgYt_UQjtFIyddiwgNWpyVRVp DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. =6x6 12 11 10 9 8 7 1 2 3 5 64 W1 T1 T2 W7 B1 B2 W2 W4 W5 W6 W8 W3 W7 Scale = 1:37.7 Plate Offsets(X,Y):[2:0-2-9,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.04 9-10 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.32 Vert(CT)-0.07 9-10 >999 180 TCDL 10.0 RepStress Incr YES WB 0.40 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-11-10ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 7=724/0-6-0,(min.0-1-8),12=753/0-6-0,(min.0-1-9) Max Horiz12=183(LC16) Max Uplift7=-142(LC12),12=-130(LC16) Max Grav7=812(LC37),12=996(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-12=-940/196,2-13=-1293/135,13-14=-1208/138,3-14=-1138/152,3-15=-845/116,4-15=-753/137,4-5=-519/99, 5-16=-516/98,16-17=-516/98,6-17=-516/98,6-7=-774/176 BOT CHORD 9-10=-253/1115,8-9=-156/689 WEBS 2-10=-61/939,3-9=-486/152,4-9=-25/347,4-8=-411/102,6-8=-154/812,5-8=-408/137 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to10-7-8,Exterior(2E)10-7-8 to14-9-12, Interior(1)14-9-12 to18-10-4 zone; cantilever leftexposed ; endvertical left 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding130 lbupliftatjoint12and142lbupliftat joint7. 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-WoodsideatWest Clay lot32 T21 1 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:31 Page: 1 ID:WleOidghH2lOdx73JQlpTIywnWV-9uM7CwPhb7uJfpvzbSkv44Wgo7DB1PLmxaQx2FyVRVo DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 11 10 9 8 7 1 2 3 5 64 W1 T1 T2 W8 B1 B2 W5 W2 W3 W4 W6 W7 Scale = 1:37.7 Plate Offsets(X,Y):[11:Edge,0-9-11] 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)-0.05 7-8 >999 240 MT20 197/144 Snow(Pf/Pg) 20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.10 7-8 >999 180 TCDL 10.0 RepStress Incr YES WB 0.65 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:92 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-8-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size) 7=712/0-6-0,(min.0-1-8),11=745/0-6-0,(min.0-1-9) Max Horiz11=217(LC16) Max Uplift7=-135(LC12),11=-134(LC16) Max Grav7=745(LC2),11=1005(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-11=-940/189,2-13=-1374/127,13-14=-1276/133,3-14=-1190/149,3-15=-757/73,4-15=-646/98,4-5=-601/129 BOT CHORD 10-11=-271/302,9-10=-271/302,8-9=-281/1178,7-8=-82/321 WEBS 2-9=-20/883,3-8=-666/197,5-8=-106/592,5-7=-686/181 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)-1-2-12 to1-9-4, Interior(1)1-9-4 to12-7-8,Exterior(2E)12-7-8 to16-10-7, Interior(1)16-10-7 to18-10-4 zone; cantilever leftexposed ; endvertical left 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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 4)Unbalanced snow loadshavebeen considered for thisdesign. 5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads. 6)Provideadequatedrainage topreventwaterponding. 7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding134 lbupliftatjoint11and135lbupliftat joint7. 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-WoodsideatWest Clay lot32 T22 1 12005761-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:31 Page: 1 ID:MS3W5I9nsKnjQ5BlfqTB4kywnVt-9uM7CwPhb7uJfpvzbSkv44Wck7Bw1LSmxaQx2FyVRVo DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 1 15 2 14 3 13 4 12 6 7 8 9 10 115 T1 T2 T3 T1 B1 B1B3B2 ST4ST4ST4ST3 ST2 ST1 ST4 ST4 ST3 ST2 ST1 Scale=1:80.7 PlateOffsets (X,Y):[5:0-3-0,Edge], [9:0-3-0,0-3-0], [11:0-3-0,Edge], [26:0-2-15,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.01 15 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:162lb FT=20% LUMBER TOPCHORD 2x4 SPF No.2 BOTCHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigidceilingdirectlyappliedor6-0-0ocbracing. MiTek recommends thatStabilizersand requiredcrossbracingbe installedduring trusserection,inaccordance with Stabilizer Installationguide.REACTIONS Allbearings48-7-14. (lb)-Max Horiz1=102 (LC20) Max UpliftAlluplift100 (lb)orlessatjoint(s)16,18,20,21,22,23,25, 27,28except17=-102 (LC17),29=-101 (LC16) MaxGravAllreactions250 (lb)orlessatjoint(s)1,15except16=485 (LC 40),17=401 (LC40),18=405 (LC40),20=386 (LC39),21=422 (LC39),22=421 (LC39),23=420 (LC39),25=394 (LC39), 27=406 (LC40),28=401 (LC40),29=485 (LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOP CHORD 1-2=-273/60 BOT CHORD 1-29=-46/253 WEBS 8-22=-341/114,7-23=-340/121,6-25=-313/92,4-27=-322/116,3-28=-334/151,2-29=-355/135,9-21=-342/122, 10-20=-306/89,12-18=-321/107,13-17=-334/153,14-16=-355/134 NOTES 1)Unbalanced roofliveloadshavebeenconsidered 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)0-0-10to4-11-0, Interior (1)4-11-0 to14-5-9,Exterior(2R)14-5-9 to21-4-2, Interior (1)21-4-2 to34-3-9, Exterior(2R)34-3-9 to41-2-2, Interior (1)41-2-2 to48-8-8 zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersand forces & MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned forwindloadsin theplaneof the trussonly.Forstudsexposed towind (normal tothe face),seeStandardIndustryGableEnd Detailsasapplicable,orconsult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16; Pr=20.0psf (roofLL:LumDOL=1.15 Plate DOL=1.15); Pg=20.0psf;Pf=20.4psf (Lum DOL=1.15 PlateDOL=1.15); Is=1.0;Rough CatC;Partially Exp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordance with IBC 1608.3.4. 5)Unbalancedsnowloadshavebeenconsidered for thisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare2x4MT20unlessotherwiseindicated. 8)Gable requirescontinuousbottomchordbearing. 9)Gablestudsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads. 11)Providemechanicalconnection(byothers)of truss tobearingplatecapableofwithstanding100lbupliftatjoint(s)22,23,25,27,28,21,20,18,16except (jt=lb)29=101, 17=102. 12)This trussisdesignedinaccordance with the2018 InternationalResidential Codesections R502.11.1and R802.10.2and referencedstandardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWestClaylot32 V01 1 12005761-12T Valley JobReference (optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTek Industries, Inc.ThuOct0816:05:31 Page: 1 ID:K2d_s4hsraCSk9ILU8?dY1ywq39-9uM7CwPhb7uJfpvzbSkv44Wi77FM1S?mxaQx2FyVRVo Continuedonpage 2 DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 V01 1 12005761-12T Valley Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTek Industries, Inc.Thu Oct 0816:05:31 Page: 2 ID:K2d_s4hsraCSk9ILU8?dY1ywq39-9uM7CwPhb7uJfpvzbSkv44Wi77FM1S?mxaQx2FyVRVo DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 1 11 2 10 3 9 5 6 74 8 T1 T2 T1 B1 B1B2 ST3ST3ST3 ST2 ST1 ST3 ST3 ST2 ST1 Scale = 1:73.5 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 0.41 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.36 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL) 0.01 12 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:143 lb FT=20% LUMBERTOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOPCHORD Structural wood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings43-10-5. (lb)-Max Horiz1=-99(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)1,11,13,14,16,17,18,20, 21except12=-133(LC17),22=-134(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,11except12=603(LC40),13=386(LC40),14=380(LC40),16=440(LC39),17=407 (LC39),18=440(LC39),20=380(LC40),21=386(LC40), 22=603(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-27=-273/196,2-27=-103/288,3-28=-20/252,3-4=0/253,8-9=0/253,9-33=0/252,10-34=-53/288 WEBS 6-17=-325/112,5-18=-361/123,4-20=-291/57,3-21=-338/147,2-22=-431/167,7-16=-361/123,8-14=-291/55,9-13=-338/147,10-12=-431/167 NOTES 1)Unbalancedroof liveloadshavebeen consideredfor 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)exterior zoneandC-CExterior(2E)0-0-10 to4-5-4, Interior(1)4-5-4 to14-0-12,Exterior(2R)14-0-12 to20-3-3, Interior(1)20-3-3 to29-10-12,Exterior(2R)29-10-12 to36-1-3, Interior(1)36-1-3 to 43-10-14 zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.603)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(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=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; RoughCat C; PartiallyExp.;Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12inaccordancewith IBC 1608.3.4. 5)Unbalanced snowloadshavebeen considered forthisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequirescontinuousbottom chordbearing. 9)Gablestuds spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,11,17,18,20,21,16,14,13except(jt=lb)22=133, 12=133. 12)This truss is designedinaccordancewith the2018 InternationalResidentialCode sections R502.11.1and R802.10.2andreferencedstandardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 V02 1 12005761-12T Valley JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuOct0816:05:32 Page: 1 ID:oEBM4QiUctKJLItY1rWs5Fywq38-d5wWPGQJMQ0AGzUA99F8dI3q4XXnmvFwAE9UahyVRVn DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 =3x6 =3x6 1 13 122 113 104 6 7 85 9 T1 T2 T1 B1 B1B2 ST4ST4ST3 ST2 ST1 ST4 ST3 ST2 ST1 Scale =1:66 Plate Offsets(X,Y):[5:0-3-0,Edge], [9:0-3-0,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 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL) 0.01 13 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:125 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings39-0-11. (lb)-Max Horiz1=100(LC16) Max UpliftAlluplift100(lb)orlessat joint(s)14,16,17,19,21,22,24 except15=-105(LC17),23=-103(LC16) Max GravAllreactions250(lb)or lessatjoint(s)1,13except14=395(LC 40),15=428(LC40),16=389(LC40),17=387(LC39),19=428 (LC39),21=386(LC39),22=391(LC40),23=419(LC40),24=438(LC40) FORCES (lb)-Max. Comp./Max.Ten.-Allforces250(lb)or lessexcept when shown. WEBS 7-19=-348/127,6-21=-306/92,4-22=-309/116,3-23=-344/153,2-24=-326/124,8-17=-306/91,10-16=-308/109, 11-15=-349/154,12-14=-305/124 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)exterior zoneandC-C Exterior(2E)0-0-10 to3-11-8, Interior(1)3-11-8 to13-7-15,Exterior(2R)13-7-15 to19-2-4, Interior(1)19-2-4 to25-5-15,Exterior(2R)25-5-15 to31-0-4, Interior(1)31-0-4 to38-5-2 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15PlateDOL=1.15);Is=1.0;Rough CatC;PartiallyExp.; Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns.Rain surchargeapplied toallexposed surfaces withslopesless than0.500/12 inaccordancewith IBC 1608.3.4. 5) Unbalanced snow loadshavebeen considered for thisdesign. 6) Provideadequatedrainage topreventwaterponding. 7) Allplatesare1.5x4MT20unlessotherwiseindicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 11) Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)19,21,22,24,17,16,14except(jt=lb)23=103,15=104. 12)This truss is designed inaccordance with the2018 International ResidentialCode sections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClaylot32 V03 1 12005761-12T Valley JobReference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuOct0816:05:32 Page: 1 ID:I0g6xE7Fe0XaPy4?ZRpEeiywpg3-d5wWPGQJMQ0AGzUA99F8dI3tCXbYmvawAE9UahyVRVn DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 =6x6 =6x6 1 9 2 8 3 7 54 6 T1 T2 T1 B1 B3B2 ST3ST3 ST2 ST1 ST3 ST2 ST1 Scale=1:58.8 Plate Offsets(X,Y):[7:0-0-0,Edge], [8:0-0-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.32 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL) n/a - n/a 999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL) 0.01 10 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:107lb FT=20% LUMBER TOP CHORD 2x4SPF No.2BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide.REACTIONS Allbearings34-3-2. (lb)-MaxHoriz1=-94(LC17) MaxUpliftAlluplift100(lb)or lessat joint(s)1,9,11,12,14,16except 10=-117(LC17),17=-101(LC16),18=-118(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=541(LC 40),11=411(LC40),12=361(LC40),14=460(LC39),16=361(LC40),17=411(LC40),18=540(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOP CHORD 1-23=-268/19,1-23=-253/22,9-34=-253/19,9-34=-269/15 WEBS 5-14=-381/130,4-16=-274/53,3-17=-354/153,2-18=-387/149,6-12=-274/52,7-11=-354/152,8-10=-388/149 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; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Exterior(2E)0-0-10 to3-5-11, Interior(1)3-5-11 to13-3-2,Exterior(2R)13-3-2 to18-1-5, Interior(1)18-1-5 to21-1-2,Exterior(2R)21-1-2 to25-11-5, Interior(1)25-11-5 to34-3-11 zone; cantileverleftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face), seeStandardIndustry GableEnd Detailsasapplicable,orconsultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroofsnow loadgoverns.Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC 1608.3.4. 5)Unbalancedsnow loadshavebeenconsidered for thisdesign. 6)Provideadequatedrainage topreventwaterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studsspacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottomchordlive loadnonconcurrent withanyother liveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding100 lbupliftat joint(s)1,9,14,16,12,11except(jt=lb)17=100,18=117,10=117.12)This truss isdesigned inaccordancewith the2018 International ResidentialCodesectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOADCASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot32 V04 1 12005761-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:32 Page: 1 ID:mCEV8a7tPKfR16fC78KTBwywpg2-d5wWPGQJMQ0AGzUA99F8dI3sUXY1mvawAE9UahyVRVn DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 =3x4 =3x4 1 9 2 8 3 7 54 6 T1 T2 T1 B1 B2 ST3 ST2 ST1 ST4 ST5 Scale = 1:51.6 Plate Offsets(X,Y):[4:0-2-0,Edge], [6:0-2-0,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 0.56 Vert(LL)n/a -n/a 999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL) 0.02 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:87 lb FT = 20% LUMBER TOP CHORD 2x4SPFNo.2 BOT CHORD 2x4SPFNo.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings29-5-8. (lb)-Max Horiz1=-90(LC21) Max UpliftAlluplift100(lb)or lessat joint(s)1,9,11,12,14except 10=-159(LC17),15=-157(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=703(LC40),11=317(LC40),12=437(LC39),14=323(LC40),15=692 (LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-20=-379/200,2-21=-90/319,3-23=-1/260,7-24=0/259,8-26=-60/321 BOT CHORD 1-15=-196/343 WEBS 5-12=-342/76,3-14=-295/109,2-15=-490/192,7-11=-291/101,8-10=-498/195 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)exterior zoneand C-C Exterior(2E)0-0-10 to3-0-10, Interior(1)3-0-10 to12-10-6,Exterior(2E)12-10-6 to16-8-6,Exterior(2R)16-8-6 to20-11-4, Interior(1)20-11-4 to29-6-2zone;cantilever left andrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=1.60 3)Trussdesigned for wind loads in theplaneof the trussonly.For studsexposed to wind(normal tothe face),seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=1.15);Pg=20.0psf;Pf=20.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0;Rough Cat C; PartiallyExp.; Ce=1.0;Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flatroof snow loadgoverns. Rain surchargeapplied toallexposed surfaceswith slopes less than0.500/12 inaccordance with IBC1608.3.4. 5)Unbalanced snow loadshavebeen considered for thisdesign. 6)Provideadequatedrainage toprevent waterponding. 7)Allplatesare1.5x4MT20unlessotherwise indicated. 8)Gablerequires continuousbottom chordbearing. 9)Gable studs spacedat4-0-0oc. 10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrentwithanyotherliveloads. 11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,9,12,14,11except(jt=lb)15=156,10=158. 12)This truss is designed inaccordancewith the2018 International Residential Code sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 V05 1 12005761-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.ThuOct0816:05:33 Page: 1 ID:jbLFZG98wxw9GQpaEZMxGLywpg0-5HUuccRx7k81u73MitmNAVczTxrhVMH3Puv168yVRVm DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 1 7 2 6 53 4 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale = 1:43.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL) 0.00 7 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 lb FT=20% LUMBERTOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACINGTOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings24-7-14. (lb)-Max Horiz1=88(LC20) Max UpliftAlluplift100(lb)or lessat joint(s)1,7except8=-103(LC17), 9=-105(LC17),12=-105(LC16),13=-104(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,7except8=370(LC 36),9=377(LC23),10=365(LC2),12=377(LC22),13=370(LC35) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. WEBS 4-10=-279/44,3-12=-305/174,2-13=-252/175,5-9=-305/174,6-8=-252/175 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)0-0-10 to3-0-10,Exterior(2N)3-0-10 to12-4-9, Corner(3R)12-4-9 to15-4-9,Exterior(2N)15-4-9 to24-8-8 zone; cantilever leftandrightexposed ; end verticalleft 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)Allplatesare1.5x4MT20unlessotherwise indicated. 7)Gablerequires continuousbottom chordbearing. 8)Gable studs spacedat4-0-0oc. 9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,7except(jt=lb)12=104,13=103,9=104,8=102. 11)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-WoodsideatWest Clay lot32 V06 1 12005761-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:33 Page: 1 ID:BnvdmbAmhF20uaOnoGtApYywpg?-5HUuccRx7k81u73MitmNAVc2yxwSVMv3Puv168yVRVm DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 1.5x4 =4x4 1.5x4 1 5 2 4 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale =1:36.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL) 0.00 9 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:54 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings19-10-5. (lb)-MaxHoriz1=-71(LC21) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-146(LC17), 9=-147(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=518(LC23),7=429(LC2),9=518(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-14=-183/289,14-18=-127/290,15-18=-125/306,2-15=-116/357,2-3=-26/323,3-4=-27/323,4-16=-112/357, 16-17=-122/290,5-17=-131/289 BOTCHORD 1-9=-267/183,8-9=-267/183,7-8=-267/183,6-7=-267/183,5-6=-267/183 WEBS 3-7=-397/122,2-9=-374/230,4-6=-374/229 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 zoneand C-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to9-11-12, Corner(3R)9-11-12 to12-11-12,Exterior(2N)12-11-12 to19-10-14 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consult qualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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)Gablerequires continuousbottom chordbearing. 7)Gable studsspacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)9=146,6=146. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 V07 1 12005761-12T Valley Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:33 Page: 1 ID:BnvdmbAmhF20uaOnoGtApYywpg?-5HUuccRx7k81u73MitmNAVc0mxvkVMv3Puv168yVRVm DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 1.5x4 =4x4 1.5x4 1 5 2 4 3 T1 T1 B1 ST2 ST1 ST1 Scale =1:28.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:39 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings15-0-11. (lb)-MaxHoriz1=-53(LC17) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-107(LC17), 8=-107(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=400(LC23),7=331(LC2),8=400(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. WEBS 3-7=-256/116,2-8=-313/220,4-6=-313/220 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 zoneand C-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to7-6-15,Corner(3R)7-6-15 to10-6-15,Exterior(2N)10-6-15 to15-1-5 zone; cantileverleftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&MWFRS forreactions shown;Lumber DOL=1.60plategripDOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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)Gablerequires continuousbottom chordbearing. 7)Gable studsspacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,5except(jt=lb)8=107,6=106. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 V08 1 12005761-12T Valley Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:34 Page: 1 ID:fzT?_xAOSYAtVjyzM_OPLmywpg_-ZT1GqySZu2GuWHeYGaHcij8DiLHTEqEDdYebfayVRVl DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 512 =4x4 1 3 2 T1 T1 B1 ST1 Scale =1:21.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.42 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)-0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lb FT = 20% LUMBER TOPCHORD 2x4SPF No.2 BOTCHORD 2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor9-7-14ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbeinstalledduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings10-3-2. (lb)-MaxHoriz1=35(LC20),7=35(LC20) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,7except3=-126(LC22), 4=-122(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,3,7except4=875(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-10=-406/695,10-12=-326/697,2-12=-325/739,2-11=-324/709,3-11=-333/689,3-13=-151/408,3-13=-162/398 BOTCHORD 1-4=-656/404,3-4=-643/388 WEBS 2-4=-717/439 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 zoneand C-C Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to5-2-2,Corner(3R)5-2-2 to8-2-2,Exterior(2N)8-2-2 to10-3-11 zone; cantilever leftandrightexposed ; endvertical leftand rightexposed;C-Cformembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60 3)Trussdesigned for windloads in theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandard IndustryGableEnd Detailsasapplicable,or consultqualifiedbuildingdesignerasperANSI/TPI1. 4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15PlateDOL=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)Gablerequires continuousbottom chordbearing. 7)Gable studsspacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,1except(jt=lb)3=125,4=121. 10)This truss isdesigned inaccordance with the2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1. LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot32 V09 1 12005761-12T Valley Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuOct0816:05:34 Page: 1 ID:LQCfHUEWZUNLBC3MUrvzQPywpal-ZT1GqySZu2GuWHeYGaHcij8AQLDQEpgDdYebfayVRVl DE Job # 77672-W1 Dansco Engineering, LLC Date: 10/09/2020 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. 5 12 =3x4 3x4 1 3 2 T1 T1 B1 Scale = 1:17.3 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 0.19 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg) 15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:11 lb FT=20% LUMBER TOP CHORD 2x4SPF No.2 BOT CHORD 2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-11ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizerInstallationguide. REACTIONS (lb/size) 1=193/5-5-8,(min.0-1-8),3=193/5-5-8,(min.0-1-8) Max Horiz1=-18(LC17) Max Uplift1=-32(LC16),3=-32(LC17) Max Grav1=218(LC2),3=218(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-2=-450/422,2-3=-303/308 BOT CHORD 1-3=-368/408 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)zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=1.60plate grip DOL=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)Gablerequires continuousbottom chordbearing. 7)Gable studs spacedat4-0-0oc. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint1and32 lbupliftat joint3. 10)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-WoodsideatWest Clay lot32 V10 1 12005761-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuOct0816:05:34 Page: 1 ID:qPJRBwn?eUbNhH443RxXKgywpFO-ZT1GqySZu2GuWHeYGaHcij8E0LG3ErKDdYebfayVRVl