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HomeMy WebLinkAbout42240018 - WWC 18 - Truss DetailsDE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc. Job: 2004943-12T 51 truss design(s) 74119-W1 05/01/2020 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# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 3x6 20 41421943441817 451615464714484950135152 12 1 2 3 25 52829306 31323378343593637381039401127264 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/deflL/d PLATES GRIP TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.26 Vert(LL)0.2815-17>999240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)-0.4515-17>904180 MT18HS 197/144 TCDL 10.0 Rep Stress Incr NO WB 0.60 Horz(CT)0.0712n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:432lbFT=20% LUMBER TOP CHORD2x6 SP 2400F2.0E BOT CHORD2x6 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=-997 (LC8),12=-862 (LC8) MaxGrav2=2501 (LC1),12=2399 (LC33) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown. TOP CHORD 2-3=-2548/952,3-25=-4364/1645,4-25=-4295/1634,4-26=-7207/2662,26-27=-7208/2662,5-27=-7210/2662, 5-28=-7207/2661,28-29=-7207/2661,29-30=-7207/2661,6-30=-7207/2661,6-31=-8657/3169,31-32=-8657/3169, 32-33=-8657/3169,7-33=-8657/3169,7-8=-8657/3169,8-34=-8657/3169,34-35=-8657/3169,9-35=-8657/3169, 9-36=-4525/1632,36-37=-4525/1632,37-38=-4525/1632,10-38=-4525/1632,10-39=-4525/1632,39-40=-4525/1632, 11-40=-4525/1632,11-12=-2295/840 BOT CHORD 2-20=-1504/3911,20-41=-1509/3922,41-42=-1509/3922,19-42=-1509/3922,19-43=-3164/8634,43-44=-3164/8634, 18-44=-3164/8634,17-18=-3164/8634,17-45=-3164/8634,16-45=-3164/8634,15-16=-3164/8634,15-46=-2658/7314, 46-47=-2658/7314,14-47=-2658/7314,14-48=-2658/7314,48-49=-2658/7314,49-50=-2658/7314,13-50=-2658/7314 WEBS 4-19=-1279/3648,5-19=-672/287,6-19=-1578/557,6-17=0/266,7-15=-480/236,9-15=-565/1486,9-14=-9/276, 9-13=-3084/1134,10-13=-579/258,11-13=-1764/4889 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-WoodsideatWestClaylot18 G01 1 22004943-12T HalfHipGirder Job Reference (optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTek Industries, Inc.ThuApr3019:45:31 Page: 1 ID:VEuW5ab8m4yJ85OsCscAGpywpBl-ps7dwWS97uvPTfn_8FRGJE1aos9rD2jgNAP8Q1zLRfe Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 withstanding862 lbupliftat joint12and997lbupliftat 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,and87 lbdownand41 lbupat4-6-0,37lbdownat6-6-12,37 lbdownat8-6-12,37 lbdownat10-6-12,37 lbdownat12-6-12,37lbdownat14-6-12,37 lbdownat16-6-12,37 lbdownat18-6-12,37lbdownat20-6-12,37 lbdownat22-6-12,37 lbdownat24-6-12,37 lbdownat26-6-12,37 lbdownat28-6-12,and37lbdownat30-6-12,and37 lbdownat32-6-12onbottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. LOADCASE(S)Standard 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-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 lot18 G01 1 22004943-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 2 ID:VEuW5ab8m4yJ85OsCscAGpywpBl-ps7dwWS97uvPTfn_8FRGJE1aos9rD2jgNAP8Q1zLRfe DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 3x4 3x4 =6x6 19 18 17 11 10 1 2 15 25 14 26 13 27 1216 3 4 6 2122 7 23 8 249205 W1 T1 T2 W14 B1 B1 B2 B3 B4 W13 W12W7 W6 W8 W11W9W10W9 W5W2 W3 W4 W9 Scale =1:37.6 Plate Offsets(X,Y):[4:0-1-12,0-2-4], [12:0-3-4,0-2-8], [15:0-3-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.84 Vert(LL)-0.2313-14>997240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.82 Vert(CT)-0.3913-14>581180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 1.00 Horz(CT)0.2010n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:100 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B3:2x6SP2400F2.0E,B4:2x4SPFStud WEBS 2x4SPFStud*Except*W4:2x4SPFNo.2 BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-0-5ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection,inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=1464/0-6-0,(min.0-2-7),19=1378/0-6-0,(min.0-2-5) MaxHoriz19=120(LC11) MaxUplift10=-398(LC9),19=-388(LC8) MaxGrav10=1555(LC33),19=1466(LC34) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown. TOPCHORD 2-19=-1385/376,2-3=-1156/313,3-4=-4200/1289,4-5=-3788/1117,5-20=-4465/1250,6-20=-4468/1250, 6-21=-4464/1248,21-22=-4464/1248,7-22=-4464/1248,7-23=-2168/569,8-23=-2168/569,8-24=-1966/523, 9-24=-1966/523,9-10=-1441/420 BOTCHORD 17-18=-128/399,4-16=-187/538,15-16=-1303/4032,15-25=-1086/3499,14-25=-1086/3499,14-26=-1162/4142, 13-26=-1162/4142,13-27=-1162/4142,12-27=-1162/4142,8-12=-355/162 WEBS 9-12=-639/2314,5-15=-135/564,4-15=-698/214,5-14=-242/1040,7-12=-2117/591,6-14=-497/186,7-14=-139/383, 16-18=-297/777,2-18=-295/1173,3-18=-1410/456,3-16=-912/2889 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 andrightexposed ; end verticalleftandrightexposed;Lumber DOL=1.60plategrip DOL=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)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplate capableofwithstanding388 lbupliftat joint19and398lbupliftat joint10. 10)This trussisdesigned inaccordancewith the2018 InternationalResidentialCodesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1. 11)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)265 lbdownand147 lbupat4-9-0,109 lbdownand56 lbupat6-9-12, 109 lbdownand56 lbupat8-9-12,109lbdownand56 lbupat10-9-12,109 lbdownand56 lbupat12-9-12,109lbdownand56 lbupat14-9-12,and126 lbdownand 72 lbupat16-9-12,and134 lbdownand68 lbupat18-5-4on top chord,and159 lbdownand73lbupat4-9-0,51 lbdownand20 lbupat6-9-12,51lbdownand20 lbup at8-9-12,51lbdownand20 lbupat10-9-12,51 lbdownand20 lbupat12-9-12,51lbdownand20 lbupat14-9-12,and45 lbdownat16-7-12,and57lbdownat 18-5-4onbottomchord.Thedesign/selectionof such connectiondevice(s)is theresponsibilityofothers. 12)In theLOAD CASE(S)section, loadsapplied to the faceof the trussarenotedas front(F)orback(B). LOAD CASE(S)Standard Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot18 G02 1 12004943-12T Jack-ClosedGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.ThuApr3019:45:31 Page: 1 ID:aDDDfxTbJEiGf0qcgqZCaqywndC-DRplZYU2QpH_K6WZpO_zxsfy143aQJI648eo1LzLRfb Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information. 1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15 UniformLoads(lb/ft) Vert:1-2=-51,2-5=-51,5-9=-61,17-19=-20,12-16=-20,10-11=-20 ConcentratedLoads(lb) Vert:5=-228(B),8=-94(B),12=-34(B),15=-159(B),14=-51(B),7=-78(B),6=-78(B),13=-51(B),20=-78(B),21=-78(B),23=-78(B),24=-112(B),25=-51(B), 26=-51(B),27=-51(B),28=-40(B) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot18 G02 1 12004943-12T Jack-ClosedGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 2 ID:aDDDfxTbJEiGf0qcgqZCaqywndC-DRplZYU2QpH_K6WZpO_zxsfy143aQJI648eo1LzLRfb DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 18 191220 21 111022 239 24 25 8 2 16 3 4 17 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.57 Vert(LL)-0.1411-12>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.2711-12>840180 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT)0.058n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:449 lbFT = 20% LUMBER TOPCHORD2x6SPF No.2*Except*T1:2x6SP2400F2.0E BOTCHORD2x8SP2400F2.0E WEBS 2x4SPFStud*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;end vertical leftexposed;Lumber DOL=1.60plategrip DOL=1.60 5)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=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. 12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)2404lbdownand315 lbupat2-0-12,2404 lbdownand315 lbupat 4-0-12,2404lbdownand315lbupat6-0-12,2404 lbdownand315 lbupat8-0-12,2404 lbdownand315lbupat10-0-12,2404 lbdownand315 lbupat12-0-12,2404 lb downand315 lbupat14-0-12,and2404 lbdownand315 lbupat16-0-12,and1792lbdownand238lbupat18-0-12onbottom chord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers. Job Truss TrussType Qty Ply DWH-WoodsideatWestClay lot18 G03 1 32004943-12T HalfHipGirder JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.ThuApr3019:45:31 Page: 1 ID:uLcr9Dyp4wEDzOod4PAvIsywnUq-9qwW_EWIyQXhaQgywp0R0HkNhtnUuELPXS7v6EzLRfZ Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 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 lot18 G03 1 32004943-12T HalfHipGirder Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 2 ID:uLcr9Dyp4wEDzOod4PAvIsywnUq-9qwW_EWIyQXhaQgywp0R0HkNhtnUuELPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 28 3 4 5 6 7 8 9 29 10 30 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], [12:0-3-11,Edge], [13:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.71 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.13 Horz(CT)0.0013n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:123 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 2-28=-648/326,3-28=-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, 9-29=-280/196,10-29=-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 lot18 GE01 1 12004943-12T MonopitchSupported Gable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 1 ID:FW95k5qHMoJhA53S42QPbcywqsc-tU?sWrRvbGfhELdb0qOoEpy7H3S3lFbNwsw1M8zLRfg DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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. 6 12 2x4 1.5x4 1.5x4 1.5x4 1.5x4 4x6 4x4 11 10 14159 8 7 1 2 3 12 13 4 5 6 W1 T1 W2 B1 ST3 ST2 ST1 Scale = 1:28.1 Plate Offsets(X,Y):[6:0-3-11,Edge], [7:Edge,0-3-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.64 Vert(LL)0.188-9>416240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.41 Vert(CT)0.148-9>514180 TCDL 10.0 RepStress Incr YES WB 0.03 Horz(CT)0.00 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:28 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)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 lot18 GE02 1 12004943-12T Jack-ClosedStructuralGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 1 ID:F3CytjFcLFbsFJf?3B1Nznywqs4-DRplZYU2QpH_K6WZpO_zxsf0649?QYO648eo1LzLRfb DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 20 19 1716 15 14 13 10 9 8 47 7 646 5 45 44 1 41242 343 4 W1 T1 T2 T3 W11 B1 B3B2 W1 W4W5 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], [26:0-1-14,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.84 Vert(LL)-0.1113-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.61 Vert(CT)-0.2613-14>999180 TCDL 10.0 RepStress Incr YES WB 0.72 Horz(CT)0.0410n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:261 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W9,W10:2x4SPFStud OTHERS 2x4SPFStud*Except*ST3,ST1:2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-2-13ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:18-19. WEBS 1 Rowatmidpt 3-18,4-18,5-17,7-14,2-18,1-19 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS Allbearings3-2-0.except18=0-6-0,12=0-3-8 (lb)-Max Horiz18=-430(LC17) Max UpliftAlluplift100(lb)or lessat joint(s)12except10=-149(LC17), 11=-799(LC38),18=-286(LC12) Max GravAllreactions250(lb)or lessat joint(s)11,12except10=1588 (LC38),18=1827(LC37) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-42=-44/281,3-42=-44/281,3-43=-44/281,4-43=-44/281,4-44=-320/67,44-45=-345/47,5-45=-474/33,5-46=-1038/94, 6-46=-1082/67,6-7=-1146/63,7-47=-1508/142,8-47=-1627/121,8-10=-1528/151 BOT CHORD 17-18=-100/367,16-17=0/929,15-16=0/929,14-15=0/929,13-14=-48/1406,12-13=-48/1406,11-12=-48/1406 WEBS 3-18=-392/129,4-18=-1109/261,4-17=-157/866,5-17=-1008/289,5-14=-1/495,7-14=-552/214,2-18=-655/102, 2-19=0/262,8-11=0/1417 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 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=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)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 tobearingplatecapableofwithstanding100 lbupliftatjoint(s)12except(jt=lb)18=286,10=149,11=798. 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 lot18 GE03 1 12004943-12T PiggybackBaseStructuralGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 1 ID:mOnRtV9r2oQu66QG2ErM56ywqn0-e0UuBaXwikfYBaE8UWXgZVHSDH7ZdkKYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 64 3245 31665703076669829 289 2710 11 26 12 251314151667171819682021222324 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.14 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)-0.0133n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:375 lbFT=20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPF No.2*Except*ST6,ST5,ST4,ST3,ST2,ST1:2x4SPFStud BRACING TOP 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 IBC 1608.3.4. 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. 13)This truss is designedinaccordancewith the2018 International ResidentialCode sectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1. Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot18 GE04 1 12004943-12T PiggybackBaseSupportedGable JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 1 ID:scdw6eesSzaA2CtQM0UfEdywqiX-9qwW_EWIyQXhaQgywp0R0HkSJtuguQNPXS7v6EzLRfZ Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 lot18 GE04 1 12004943-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 2 ID:scdw6eesSzaA2CtQM0UfEdywqiX-9qwW_EWIyQXhaQgywp0R0HkSJtuguQNPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 2 346 4 5 6 47 7 8 9 48 10 11 23 12 22 131415161718491920 21 W1 T2 T1 T3 T4 W2 B1 B1B2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11ST11ST11ST11ST11ST11ST11 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)n/a -n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:262 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 withStabilizer Installationguide. 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 left exposed;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 IBC 1608.3.4. 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 lot18 GE05 1 12004943-12T PiggybackBaseSupportedGable Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:31 Page: 1 ID:24QDFTo4rTgYZzCt_ACA7tywqh1-e0UuBaXwikfYBaE8UWXgZVHZcHDMdtwYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 7 4 1 2 6 3 W1 T1 B1 Scale = 1:19.3 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP 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;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)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 lot18 J01 1 12004943-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:TFJNj1YcOxRiu6zO6OiNyZywr6T-9qwW_EWIyQXhaQgywp0R0HkTdtvduSKPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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. 3.54 12 3x4 3x4 5 8 4 1 6 2 7 W1 T1 B1 Scale = 1:21.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.50 Vert(LL)0.074-5>939240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.094-5>788180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.04 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:18 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x6SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)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;end vertical leftexposed;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 lot18 J02 1 12004943-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:tv6DcJP8glNdv0u1moU1KXywr5M-heN7muVgB6PryG5lN5VCU4BD1TXF9?5GIoNMaozLRfa DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 =1.5x4 5 7 4 1 2 6 3 W1 T1 B1 Scale = 1:17.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:8 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP 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;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)Refer togirder(s) for truss to truss connections. 7)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface. 8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding32 lbupliftat joint3,17 lbupliftatjoint4and71 lbupliftat joint5. 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 lot18 J03 1 12004943-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:?KHR3VkedsSRpZBS2l?8bxywr6D-9qwW_EWIyQXhaQgywp0R0HkSJtvduSKPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 2x4 5 4 1 6 7 2 8 3 W1 T1 B1 Scale = 1:19.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)0.024-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.20 Vert(CT)-0.034-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP 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),5=-45(LC16) 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=-285/207 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 Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to4-5-4 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions 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 tobearingplatecapableofwithstanding45 lbupliftat joint5and69 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 lot18 J04 15 12004943-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:NL?jePukOkCY0W3QHLf68mywr29-9qwW_EWIyQXhaQgywp0R0HkQGttkuSKPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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. 2x4 3x4 1.5x4 3x4 8 12 7 1 2 9 6 513 10 3 11 W1 T1 B1 B2 B3 Scale = 1:23.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.11 6>681240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.55 Vert(CT)-0.195-6>411180 TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)0.06 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:20 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=194/Mechanical,(min.0-1-8),5=123/Mechanical,(min. 0-1-8),8=257/0-8-2,(min.0-1-8) Max Horiz8=81(LC8) Max Uplift4=-93(LC12),5=-36(LC12),8=-118(LC8) Max Grav4=224(LC19),5=137(LC19),8=314(LC19) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-291/120 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;end vertical leftexposed;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 tobearingplatecapableofwithstanding118 lbupliftat joint8,93 lbupliftat joint4and36 lbupliftat joint5. 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)15 lbdownand23 lbupat2-5-4,15lbdownand23 lbupat2-5-4,and52 lbdownand45lbupat5-3-3,and52 lbdownand45 lbupat5-3-3on top chord,and5lbdownand11 lbupat2-5-4,5lbdownand11lbupat2-5-4,and28 lbdownand 33 lbupat5-3-3,and28 lbdownand33 lbupat5-3-3onbottom chord.Thedesign/selectionofsuch 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 ConcentratedLoads(lb) Vert:11=-45(F=-23,B=-23),12=2(F=1,B=1),13=-57(F=-28,B=-28) TrapezoidalLoads(lb/ft) Vert:2=-2(F=24,B=24)-to-9=-6(F=22,B=22),9=-6(F=22,B=22)-to-10=-31(F=10,B=10),10=-31(F=10,B=10)-to-3=-41(F=5,B=5),3=-41(F=5,B=5)- to-11=-68(F=-8,B=-8),11=-68(F=-8,B=-8)-to-4=-84(F=-16,B=-16),8=0(F=10,B=10)-to-12=-12(F=4,B=4),12=-12(F=4,B=4)-to-7=-16(F=2,B=2),6=-16 (F=2,B=2)-to-13=-26(F=-3,B=-3),13=-26(F=-3,B=-3)-to-5=-33(F=-6,B=-6) Job Truss TrussType Qty Ply DWH-WoodsideatWest Clay lot18 J05 1 12004943-12T DiagonalHip Girder Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:jcXL0_uEF2Qyj9yj6CCPyzywr4k-heN7muVgB6PryG5lN5VCU4BBiTT_9?5GIoNMaozLRfa DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 2x4 5 4 1 2 W1 T1 B1 Scale = 1:18.7 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)0.004-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.04 Vert(CT)0.004-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:6 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor1-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)3=14/Mechanical,(min.0-1-8),4=8/Mechanical,(min.0-1-8), 5=155/0-6-0,(min.0-1-8) Max Horiz5=46(LC13) Max Uplift3=-22(LC16),4=-1(LC13),5=-47(LC12) Max Grav3=18(LC23),4=26(LC7),5=210(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) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions 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)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 6)Refer togirder(s) for truss to truss connections. 7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding47 lbupliftat joint5,1lbupliftatjoint4and22 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 lot18 J06 2 12004943-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:?hwZvZmycz9NWdBoX503Ysywr4u-heN7muVgB6PryG5lN5VCU4BISTb_9?5GIoNMaozLRfa DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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. 1.5x4 2x4 1.5x4 2x4 8 7 1 9 2 6 5 10 3 4 W1 T1 B1 B2 B3 Scale = 1:26.5 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.15 Vert(LL)0.01 7>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT)-0.01 7>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:13 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=64/Mechanical,(min.0-1-8),5=44/Mechanical,(min.0-1-8), 8=206/0-6-0,(min.0-1-8) Max Horiz8=68(LC13) Max Uplift4=-34(LC16),5=-17(LC16),8=-40(LC12) Max Grav4=91(LC23),5=55(LC23),8=293(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-263/172 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 to3-7-3 zone;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions 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 tobearingplatecapableofwithstanding40 lbupliftat joint8,34 lbupliftatjoint4and17 lbupliftat joint5. 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 lot18 J07 2 12004943-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:QGciXbpruuXyN4wNCDamAVywr4r-9qwW_EWIyQXhaQgywp0R0HkTDtufuSKPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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. 1.5x4 3x4 1.5x4 3x4 8 7 1 9 2 6 5 10 3 4 W1 T1 B1 B2 B3 Scale = 1:25.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)0.04 6>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.28 Vert(CT)-0.05 7>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.02 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:15 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)4=95/Mechanical,(min.0-1-8),5=56/Mechanical,(min.0-1-8), 8=241/0-6-0,(min.0-1-8) Max Horiz8=86(LC16) Max Uplift4=-56(LC16),5=-8(LC16),8=-43(LC16) Max Grav4=139(LC23),5=72(LC7),8=316(LC23) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-8=-284/183 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;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions 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 joint8,56 lbupliftatjoint4and8 lbupliftat joint5. 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 lot18 J08 6 12004943-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:Yr?JXHnfqnlSbXcxSkXmyaywr3a-heN7muVgB6PryG5lN5VCU4BH3TXE9?5GIoNMaozLRfa DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 6 2 7 3 W1 T1 B1 Scale = 1:21.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)0.034-5>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.23 Vert(CT)-0.044-5>999180 TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.03 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR BCDL 10.0 Weight:14 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP 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;cantileverleftandrightexposed;end vertical leftandrightexposed;C-C formembersand forces&MWFRS for reactions 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 lot18 J09 2 12004943-12T Jack-Open Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:8XrcU4yRX4VTGhgdGgn2WXywr3M-e0UuBaXwikfYBaE8UWXgZVHaRHDVdvaYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 1918 17 16 15 14 13 12 2 10 3 9 2726 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.05 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.0013n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:63 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS 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 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)2,16,17,19,14,13,12,10,2,10. 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 lot18 P01 1 12004943-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuApr3019:45:32 Page: 1 ID:Z0Dk4oRyoZt9vR?4QIzfTFywr1S-9qwW_EWIyQXhaQgywp0R0HkVotw4uSYPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 1110 9 8 2 6 18 21 2019 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.50 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.67 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr NO WB 0.10 Horz(CT)0.006n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:53 lbFT=20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.2 OTHERS 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-C Corner(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/selectionof such 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 lot18 P02 11 12004943-12T Piggyback Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuApr3019:45:32 Page: 1 ID:ZT9tyA0do7b_qCPYQ9Mh45ywr2_-heN7muVgB6PryG5lN5VCU4BD1TR99_XGIoNMaozLRfa Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 lot18 P02 11 12004943-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 2 ID:ZT9tyA0do7b_qCPYQ9Mh45ywr2_-heN7muVgB6PryG5lN5VCU4BD1TR99_XGIoNMaozLRfa DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 19 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.24 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.017n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:48 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 WEBS 2x4SPFStud OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring 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 lot18 P03 1 12004943-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuApr3019:45:32 Page: 1 ID:mNi0CJ1q9dzfCTxPWyK4gbywr_5-e0UuBaXwikfYBaE8UWXgZVHcbHFsdvoYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 18 21 3 5 2019 4 T1 T1 B1 ST2 ST1 ST1 Scale =1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.006n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:35 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-8-14. (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)2,6,11,15except 8=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 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)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 lot18 P04 15 12004943-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuApr3019:45:32 Page: 1 ID:93i9sed3U_L6He46jbEtz8ywr?v-heN7muVgB6PryG5lN5VCU4BHFTa39_hGIoNMaozLRfa DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 22 25 3 7 23 24 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.06 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.02 Vert(CT)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.05 Horz(CT)0.008n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:39 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings11-8-14. (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 lot18 P05 1 12004943-12T Piggyback Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuApr3019:45:32 Page: 1 ID:6_tmQy3e?2u?cBq1q9uJRjywr?L-e0UuBaXwikfYBaE8UWXgZVHfPHGodvoYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 19 9 3 4 5 6 20 21 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.82 Vert(LL)0.1214-15>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.97 Vert(CT)-0.2514-15>999180 TCDL 10.0 RepStress Incr NO WB 0.59 Horz(CT)0.069n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:135 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2*Except*B1:2x4SPF1650F1.5E WEBS 2x4SPF No.2*Except*W1,W3,W2,W6:2x4SPFStud BRACING TOPCHORD Structural wood sheathingdirectlyappliedor2-7-2ocpurlins, exceptendverticals. BOTCHORD Rigid ceilingdirectlyappliedor7-4-9ocbracing.Except: 1Rowatmidpt7-10 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-C Exterior(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 lot18 T01 9 12004943-12T Jack-Closed JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTek Industries,Inc.ThuApr3019:45:32 Page: 1 ID:qXgfa5Tmqf7mD6v8SeVEB9ywqRz-tU?sWrRvbGfhELdb0qOoEpy6Z3I3l8PNwsw1M8zLRfg Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 lot18 T01 9 12004943-12T Jack-Closed Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 2 ID:qXgfa5Tmqf7mD6v8SeVEB9ywqRz-tU?sWrRvbGfhELdb0qOoEpy6Z3I3l8PNwsw1M8zLRfg DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 16 8 3 4 5 17 18 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], [11:0-2-0,0-0-8], [15:Edge,0-7-13] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.47 Vert(LL)-0.0511-12>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.1011-12>999180 TCDL 10.0 RepStress Incr YES WB 0.53 Horz(CT)-0.01 8n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:133 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 Rowatmidpt6-9 10-0-0ocbracing:9-11 WEBS 1 Rowatmidpt 7-8,5-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. 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-C Exterior(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 lot18 T02 1 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:LhqQHJ?_WtNZik4DwukAuEywqM6-LgZEjARXManYsVCoaYv1n0UMmSnvUcaX9WgbuazLRff DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 15 3 4 16 17 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], [10:0-2-0,0-0-8], [14:Edge,0-7-13] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.46 Vert(LL)-0.0510-11>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)-0.1010-11>999180 TCDL 10.0 RepStress Incr YES WB 0.55 Horz(CT)-0.02 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:132 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 Rowatmidpt5-8 10-0-0ocbracing:8-10 WEBS 1 Rowatmidpt 6-7,4-8 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. 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-C Exterior(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 lot18 T03 2 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:PZE5RSBP_UGR?2j5IYVh?PywqLt-DRplZYU2QpH_K6WZpO_zxsf2v49rQQF648eo1LzLRfb DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 7 8 15 3 4 16 17 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.45 Vert(LL)-0.0510-11>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.43 Vert(CT)-0.1011-13>999180 TCDL 10.0 RepStress Incr YES WB 0.47 Horz(CT)0.02 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:136 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 lot18 T04 3 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:4rmJCVbD6dKCNdRLSqaMZMywqIm-DRplZYU2QpH_K6WZpO_zxsf2449gQRW648eo1LzLRfb DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 10 11 6 5 1 2 8 9 3 4 W1 T1 W5 B1 W4W3 W2 Scale = 1:27.1 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.37 Vert(LL)0.035-6>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)0.035-6>999180 TCDL 10.0 RepStress Incr NO WB 0.51 Horz(CT)-0.01 5n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:32 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPFStud BRACING TOP 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/selectionof such 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 lot18 T05 8 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:gEzuuvLAFaAosdFen5blJXywqBL-tU?sWrRvbGfhELdb0qOoEpyDa3TAlAfNwsw1M8zLRfg DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 12 3 4 5 1314 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.87 Vert(LL)-0.087-8>999240 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.76 Vert(CT)-0.167-8>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT)0.04 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:85 lbFT=20% LUMBER TOP CHORD2x4SPF No.2*Except*T1:2x4SPF1650F1.5E BOT CHORD2x4SPF 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 lot18 T06 3 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:97oXnNPR_6jXtvpVIV9rlbywq8g-tU?sWrRvbGfhELdb0qOoEpy5m3MMl3dNwsw1M8zLRfg DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 =10x10 25 24 2322 2120 19 18 1716 15 14 1 26 132 27 36 35283432933124 11 5 63031 7328 9 10 T2 T1 T3 T4 T5 T6 W1 W14 B1 B1B1B2 W3W4 W5 W6 W7 W7 W11 W12 W13 W2 W9W8W9W8W8W9W10 Scale =1:88.9 Plate Offsets(X,Y):[13:0-2-8,0-2-4], [14:0-2-12,0-2-4], [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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.61 Vert(LL)-0.2219>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.96 Vert(CT)-0.4519-21>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.76 Horz(CT)0.2014n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:356 lbFT=20% LUMBER TOPCHORD2x6SPF No.2 BOTCHORD2x4SPF1650F1.5E*Except*B2:2x4SPFNo.2 WEBS 2x4SPF No.2*Except*W3:2x4SPFStud,W1,W14:2x6SPFNo.2 BRACING TOP 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 withStabilizer Installationguide. 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/selectionof such 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 lot18 T08 8 12004943-12T PiggybackBase JobReference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:V9o8ArpmGyauYreTdyhCVMywq3_-DRplZYU2QpH_K6WZpO_zxsf0Z41PQN_648eo1LzLRfb Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 lot18 T08 8 12004943-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 2 ID:V9o8ArpmGyauYreTdyhCVMywq3_-DRplZYU2QpH_K6WZpO_zxsf0Z41PQN_648eo1LzLRfb DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 22 21 2019 18 1716 15 1413 12 1 23 2 24 3 254 26 11 5 62728 7298 910 T2 T1 T3 T4 T5 W1 W13 B1 B1B2 W3 W4 W5 W6 W7 W11 W12 W2 W9 W10W8W9W8W8W9 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 1.00 Vert(LL)-0.1518-20>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.77 Vert(CT)-0.3418-20>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.98 Horz(CT)0.1012n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:289lbFT=20% LUMBER TOP CHORD2x4SPFNo.2*Except*T5:2x6SPF No.2 BOT CHORD2x4SPFNo.2 WEBS 2x4SPFNo.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 withStabilizer Installationguide. 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 formembersand forces&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/selectionof such 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 lot18 T09 3 12004943-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.ThuApr3019:45:32 Page: 1 ID:uiWPt0H1LJIb468iNN3WCfywpfr-e0UuBaXwikfYBaE8UWXgZVHQiH44dgGYm6sTegzLRfY Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 lot18 T09 3 12004943-12T PiggybackBase Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 2 ID:uiWPt0H1LJIb468iNN3WCfywpfr-e0UuBaXwikfYBaE8UWXgZVHQiH44dgGYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 18 2 19 3 4 20 824 5 2162223 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.89 Vert(LL)-0.1115-16>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.66 Vert(CT)-0.2415-16>999180 TCDL 10.0 RepStress Incr NO WB 0.80 Horz(CT)0.06 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:224 lbFT=20% LUMBER TOP CHORD2x4SPF No.2*Except*T4:2x6SPFNo.2 BOT CHORD2x4SPF 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 lot18 T10 12 12004943-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:Nz8dLF1APYgD7oyhS1u4IWywpKD-LgZEjARXManYsVCoaYv1n0UGCSj8UYLX9WgbuazLRff DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 9 1 18 2 19 3 4 20 8 5 2162223 7 T2 T1 T3 T4 W1 W11 B1 B3B2 W3 W4 W5 W6 W7 W8 W9 W8 W7 W2 W10 Scale = 1:60.9 Plate Offsets(X,Y):[1:Edge,0-1-12], [5:0-4-0,0-2-8],[7:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.79 Vert(LL)-0.1115-16>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.58 Vert(CT)-0.2315-16>999180 TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.06 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:215 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 WEBS 2x4SPF No.2*Except*W3,W1,W2:2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor2-10-4ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor7-10-5ocbracing. WEBS 1 Rowatmidpt 4-13,5-11,6-11,7-11,7-10,8-9 MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=1358/0-6-0,(min.0-2-5),17=1284/0-6-0,(min.0-2-4) Max Horiz17=391(LC16) Max Uplift9=-209(LC13),17=-176(LC16) Max Grav9=1484(LC39),17=1440(LC40) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 1-18=-2294/246,2-18=-2213/267,2-19=-1998/220,3-19=-1915/232,3-4=-1789/253,4-20=-1402/183,5-20=-1261/216, 5-21=-866/169,6-21=-866/169,6-22=-866/169,22-23=-866/169,7-23=-866/169,1-17=-1369/213,8-9=-1435/193 BOT CHORD 16-17=-454/338,15-16=-559/1989,14-15=-403/1700,13-14=-403/1700,12-13=-218/1118,11-12=-218/1118 WEBS 2-15=-371/186,4-15=-22/415,4-13=-892/280,5-13=-131/807,5-11=-704/196,6-11=-696/230,7-11=-222/1317, 7-10=-1377/299,1-16=-107/1781,8-10=-189/1411 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; cantilever leftexposed ; endvertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip DOL=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 tobearingplatecapableofwithstanding176 lbupliftatjoint17and209lbupliftat joint9. 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 lot18 T11 3 12004943-12T PiggybackBase Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:E__ZqxptwP_yZlofkZUEyJywpFL-DRplZYU2QpH_K6WZpO_zxsfzl46LQMq648eo1LzLRfb DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 3x10 3132 18 3317 1615 1413 12 34 11 1 2 3 232425 527 628 7 298 9 30 10264 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/deflL/d PLATES GRIP TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.62 Vert(LL)0.3115>999240 MT20 197/144 Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.4715>875180 TCDL 10.0 Rep StressIncr NO WB 0.83 Horz(CT)0.0711n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:200lbFT=20% LUMBER TOP CHORD2x6SPF No.2 BOT CHORD2x6SP2400F2.0E 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-WoodsideatWestClaylot18 T12 1 12004943-12T HalfHip JobReference(optional) Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:51njXS3eiIZiBVzd73grXgywntD-ps7dwWS97uvPTfn_8FRGJE1V9s7RD?8gNAP8Q1zLRfe DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 252617 16 27 15 14 13 12 11 28 10 1 2 1920 21 3 5 23 6 7 8 24 9224 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.99 Vert(LL)0.3412-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.97 Vert(CT)-0.4612-15>888180 MT18HS 197/144 TCDL 10.0 RepStress Incr NO WB 0.96 Horz(CT)0.1010n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:149 lbFT = 20% LUMBER TOP CHORD2x4SPF No.2*Except*T2:2x4SPF1650F1.5E BOT CHORD2x4SPF 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, inaccordancewithStabilizer Installationguide. 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;porchleftandright exposed;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 lot18 T13 1 12004943-12T HalfHip JobReference(optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTek Industries,Inc.ThuApr3019:45:32 Page: 1 ID:RbqB3YuIzbiExfO6SfpAgcywnn?-ps7dwWS97uvPTfn_8FRGJE1PNs_XDz6gNAP8Q1zLRfe DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 22 1423 13 2412 11 10 25 9 1 2 1617 318 5 67 21 820194 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.96 Vert(LL)0.4011-13>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.3711-13>999180 TCDL 10.0 RepStress Incr NO WB 0.83 Horz(CT)0.099n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:149 lbFT=20% LUMBER TOP CHORD2x4SPF2100F1.8E*Except*T1:2x4SPFNo.2 BOT CHORD2x4SPFNo.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 lot18 T14 1 12004943-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuApr3019:45:32 Page: 1 ID:tLkkE4ZUEIDV60Wq5Lpmowywnkq-LgZEjARXManYsVCoaYv1n0UF6SfEUYuX9WgbuazLRff DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 23 1524 14 13 251211 10 26 9 1 17 2 18 19 3 20 5 6 7 22 8214 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 1.00 Vert(LL)0.3011-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.68 Vert(CT)-0.3011-14>999180 TCDL 10.0 RepStress Incr YES WB 0.79 Horz(CT)0.079n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:155 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF 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 crossbracingbe installedduring 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 IBC 1608.3.4. 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 lot18 T15 1 12004943-12T HalfHip Job Reference(optional) Run:8.4S0Apr72020 Print:8.400 SApr72020MiTek Industries,Inc.ThuApr3019:45:32 Page: 1 ID:yCx5e80CfMgrL3zfwmR8_Wywnhg-LgZEjARXManYsVCoaYv1n0UETSjqUYVX9WgbuazLRff DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 23 16 24 1514 132512 11 26 10 1 2 1819 3 4 621 78 22 9205 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)0.2615-16>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.2515-16>999180 TCDL 10.0 RepStress Incr YES WB 0.77 Horz(CT)0.0610n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:162lbFT=20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF 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 lot18 T16 1 12004943-12T HalfHip JobReference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries, Inc.ThuApr3019:45:32 Page: 1 ID:dsIm?JB2pAu4UztI6eguQzywng9-LgZEjARXManYsVCoaYv1n0UGMSkdUYqX9WgbuazLRff DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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. 1.5x4 =5x12 1.5x4 =3x4 10 917 16 15 1 18 2 14 13 12 11 3 19 4 6 21 227 8205 W1 T1 T2 W14 B1 B2 B3 B4 B1 W7 W13 W12 W5 W3 W4W2 W8 W10W9 W11 W10 W6 Scale = 1:37.6 Plate Offsets(X,Y):[5:0-6-0,0-1-5], [11:0-2-4,0-2-8], [14:0-9-4,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)-0.0812-13>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.1412-13>999180 MT18HS 197/144 TCDL 10.0 RepStress Incr YES WB 0.49 Horz(CT)0.10 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:90 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-2ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:16-17 9-11-9ocbracing:12-13. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=742/0-6-0,(min.0-1-8),17=772/0-6-0,(min.0-1-8) Max Horiz17=155(LC13) Max Uplift9=-155(LC13),17=-139(LC12) Max Grav9=912(LC37),17=873(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-830/206,2-3=-632/103,3-19=-1798/471,4-19=-1777/473,4-5=-2016/599,5-20=-1712/292,6-20=-1715/291, 6-21=-1712/290,21-22=-1712/290,7-22=-1712/290,7-8=-803/146,8-9=-861/173 BOT CHORD 13-14=-347/1428,12-13=-350/1421,11-12=-213/944,7-11=-700/179 WEBS 5-14=-354/765,8-11=-218/1115,3-14=-350/1145,3-16=-703/218,14-16=-231/429,2-16=-70/649,6-12=-460/156, 5-12=-93/324,7-12=-142/856 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 leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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)AllplatesareMT20platesunlessotherwise indicated. 8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads. 9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding139 lbupliftatjoint17and155lbupliftat joint9. 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 lot18 T17 1 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:gu?smRXIkzaMWugE?TbXKAywnZF-LgZEjARXManYsVCoaYv1n0UO6SmHUd9X9WgbuazLRff DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 =6x6 1.5x4 18 17 16 11 10 1 2 15 14 13 12 3 19 4 20 5 721 22 8 96 W1 T1 T2 W15 B1 B1 B2 B3 B4 W14 W13W9W10W12W11 W8W7 W5W2 W3 W4 W6 W11 Scale = 1:37.6 Plate Offsets(X,Y):[12:0-2-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.22 Vert(LL)-0.0614-15>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.1514-15>999180 TCDL 10.0 RepStress Incr YES WB 0.50 Horz(CT)0.0810n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:97 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-9-15ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except: 6-0-0ocbracing:17-18 8-6-10ocbracing:14-15. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)10=734/0-6-0,(min.0-1-8),18=760/0-6-0,(min.0-1-8) Max Horiz18=191(LC13) Max Uplift10=-151(LC13),18=-132(LC16) Max Grav10=868(LC37),18=939(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-18=-889/202,2-3=-676/88,3-19=-1909/467,4-19=-1882/469,4-20=-2131/518,5-20=-2074/528,5-6=-1210/225, 6-7=-1099/208,7-21=-1096/206,21-22=-1096/206,8-22=-1096/206,8-9=-550/115,9-10=-823/179 BOT CHORD 14-15=-476/1415,13-14=-311/1076,12-13=-172/626,8-12=-665/173 WEBS 9-12=-195/918,6-14=-45/393,8-13=-114/612,7-13=-372/125,5-14=-489/196,5-15=-212/638,15-17=-287/529, 2-17=-65/697,3-17=-806/246,3-15=-343/1168 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 leftandrightexposed ; end verticalleft andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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 tobearingplatecapableofwithstanding132 lbupliftatjoint18and151lbupliftat joint10. 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 lot18 T18 1 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:aqTn8JE6l_DVJPN8Cs6M?iywnX3-9qwW_EWIyQXhaQgywp0R0HkS5tpeuLUPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 2x4 =6x6 1.5x4 17 16 15 10 9 1 2 14 13 12 11 3 18 4 19 5 7 22821206 W1 T1 T2 W15 B1 B2 B3 B4 B1 W7 W11 W14 W13W10 W9W8 W5 W3 W4W2 W6 W12 Scale = 1:37.7 Plate Offsets(X,Y):[11:0-2-8,0-2-4], [14:0-5-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.52 Vert(LL)-0.0713-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.51 Vert(CT)-0.1413-14>999180 TCDL 10.0 RepStress Incr YES WB 0.62 Horz(CT)0.09 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:100 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-7-7ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=721/0-6-0,(min.0-1-8),17=750/0-6-0,(min.0-1-9) Max Horiz17=227(LC13) Max Uplift9=-148(LC13),17=-146(LC16) Max Grav9=809(LC37),17=993(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-940/197,2-3=-725/96,3-18=-2065/464,4-18=-2038/466,4-19=-2305/531,5-19=-2262/546,5-6=-1009/186, 6-20=-473/142,20-21=-475/141,7-21=-475/141,7-22=-422/128,8-22=-422/128,8-9=-757/187 BOT CHORD 16-17=-279/222,13-14=-439/1448,12-13=-440/1447,11-12=-282/859,7-11=-442/164 WEBS 5-14=-306/749,6-11=-607/147,8-11=-210/835,6-12=-32/475,5-12=-686/186,3-14=-357/1273,3-16=-858/254, 14-16=-318/556,2-16=-77/746 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 to14-10-7, Interior(1)14-10-7 to18-10-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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 tobearingplatecapableofwithstanding146 lbupliftatjoint17and148lbupliftat joint9. 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 lot18 T19 1 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:WleOidghH2lOdx73JQlpTIywnWV-9qwW_EWIyQXhaQgywp0R0HkNPtoruJaPXS7v6EzLRfZ DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 2x4 17 16 15 10 9 1 18 2 14 13 12 11 3 19 4 20 5 21 7 8226 W1 T1 T2 W15 B1 B1 B2 B3 B4 W7 W11 W14 W13W10 W9W8 W5 W3 W4W2 W6 W12 Scale = 1:42.4 Plate Offsets(X,Y):[11:0-3-0,0-2-4], [14:0-6-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.49 Vert(LL)-0.1013-14>999240 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.56 Vert(CT)-0.1813-14>999180 TCDL 10.0 RepStress Incr YES WB 0.59 Horz(CT)0.10 9n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:107 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2*Except*B2,B4:2x4SPFStud WEBS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor3-2-12ocpurlins, exceptend verticals. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. REACTIONS (lb/size)9=709/0-6-0,(min.0-1-8),17=742/0-6-0,(min.0-1-9) Max Horiz17=264(LC13) Max Uplift9=-142(LC13),17=-154(LC16) Max Grav9=742(LC2),17=1002(LC38) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown. TOP CHORD 2-17=-945/193,2-3=-782/103,3-19=-2220/466,4-19=-2193/468,4-20=-2551/549,5-20=-2449/563,5-21=-851/144, 6-21=-758/164,6-22=-329/137,7-22=-331/137,7-8=-314/130,8-9=-699/211 BOT CHORD 16-17=-322/254,13-14=-425/1449,12-13=-425/1448,11-12=-251/688,7-11=-313/121 WEBS 5-14=-379/965,6-11=-612/151,8-11=-223/717,6-12=-52/528,5-12=-866/215,3-14=-376/1361,3-16=-928/264, 14-16=-349/608,2-16=-85/794 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 to16-7-12, Interior(1)16-7-12 to18-10-4 zone; cantilever leftandrightexposed ; end vertical left andrightexposed;C-C formembersand forces&MWFRS forreactionsshown;Lumber DOL=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 tobearingplatecapableofwithstanding154 lbupliftatjoint17and142lbupliftat joint9. 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 lot18 T20 1 12004943-12T Jack-Closed Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:MS3W5I9nsKnjQ5BlfqTB4kywnVt-heN7muVgB6PryG5lN5VCU4BDATTt9syGIoNMaozLRfa DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 143734 3 13 4 12 6 735 8 369 105 11 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] Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)n/a -n/a999 MT20 197/144 Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.18 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.0115n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:162lbFT=20% LUMBER TOPCHORD2x4 SPF No.2 BOTCHORD2x4 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 (LC21) Max UpliftAlluplift100 (lb)orlessatjoint(s)16,18,20,21,22,23,25, 27,28except17=-103 (LC17),29=-101 (LC16) MaxGravAllreactions250 (lb)orlessatjoint(s)1,15except16=485 (LC 40),17=401 (LC40),18=405 (LC40),20=393 (LC39),21=422 (LC39),22=415 (LC39),23=422 (LC39),25=393 (LC39), 27=405 (LC40),28=401 (LC40),29=485 (LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown. TOP CHORD 1-2=-274/59 BOT CHORD 1-29=-46/253 WEBS 8-22=-335/129,7-23=-341/141,6-25=-313/104,4-27=-321/127,3-28=-334/174,2-29=-355/213,9-21=-341/141, 10-20=-313/104,12-18=-321/125,13-17=-334/173,14-16=-355/212 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 Corner(3E)0-0-10 to4-11-0, Exterior(2N)4-11-0 to14-5-9, Corner(3R)14-5-9 to19-3-15,Exterior(2N)19-3-15 to34-3-9,Corner(3R)34-3-9 to39-1-15, Exterior(2N)39-1-15 to48-8-8zone;cantileverleftand rightexposed ; endverticalleftand rightexposed;C-C formembersandforces & MWFRSfor reactionsshown;LumberDOL=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-WoodsideatWestClaylot18 V01 1 12004943-12T Valley JobReference (optional) Run:8.4 S0Apr72020 Print:8.400 SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:K2d_s4hsraCSk9ILU8?dY1ywq39-e0UuBaXwikfYBaE8UWXgZVHckHEHds_Ym6sTegzLRfY Continuedonpage 2 DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 lot18 V01 1 12004943-12T Valley Job Reference(optional) Run:8.4S0Apr72020Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 2 ID:K2d_s4hsraCSk9ILU8?dY1ywq39-e0UuBaXwikfYBaE8UWXgZVHckHEHds_Ym6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 27 30 2 10 93 5 28629 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.41 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.36 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.23 Horiz(TL)0.0112n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:143 lbFT=20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD 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(LC16) 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(LC 40),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=-112/288,2-3=-36/252,3-4=0/253,8-9=0/253,9-10=-20/252,10-30=-95/288 WEBS 6-17=-325/130,5-18=-361/138,4-20=-291/96,3-21=-338/165,2-22=-431/230,7-16=-361/138,8-14=-291/94, 9-13=-338/165,10-12=-431/230 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-C Corner(3E)0-0-10 to4-5-4,Exterior(2N)4-5-4 to14-0-12,Corner(3R)14-0-12 to18-5-6,Exterior(2N)18-5-6 to29-10-12,Corner(3R)29-10-12 to34-3-6,Exterior(2N)34-3-6 to43-10-14 zone; cantilever leftandrightexposed ; endvertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plate grip DOL=1.60 3)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 lot18 V02 1 12004943-12T Valley JobReference(optional) Run:8.4 S 0Apr72020 Print:8.400 SApr72020MiTekIndustries, Inc.ThuApr3019:45:32 Page: 1 ID:oEBM4QiUctKJLItY1rWs5Fywq38-e0UuBaXwikfYBaE8UWXgZVHZxHBTds_Ym6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 133629 12235303431 113 104 6 32733 8 95 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.0113n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:125 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOPCHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins. BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings39-0-11. (lb)-Max Horiz1=96(LC16) Max UpliftAlluplift100(lb)orlessat joint(s)1,14,16,17,19,21,22,24 except15=-106(LC17),23=-103(LC16) Max GravAllreactions250(lb)or lessatjoint(s)1,13except14=437(LC 40),15=418(LC40),16=394(LC40),17=388(LC39),19=428 (LC39),21=388(LC39),22=394(LC40),23=418(LC40), 24=437(LC40) FORCES (lb)-Max. Comp./Max.Ten.-Allforces250(lb)or lessexcept when shown. WEBS 7-19=-347/148,6-21=-308/102,4-22=-312/126,3-23=-344/176,2-24=-325/184,8-17=-308/102,10-16=-312/125, 11-15=-344/176,12-14=-325/184 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 Corner(3E)0-0-10 to3-11-8,Exterior(2N)3-11-8 to13-7-15,Corner(3R)13-7-15 to17-6-13,Exterior(2N)17-6-13 to25-5-15,Corner(3R)25-5-15to29-4-13,Exterior(2N) 29-4-13 to39-1-5 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactionsshown;LumberDOL=1.60 plategripDOL=1.60 3)Trussdesigned forwind loadsin 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(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)1,19,21,22,24,17,16,14except(jt=lb)23=103,15=105. 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-WoodsideatWestClaylot18 V03 1 12004943-12T Valley JobReference(optional) Run:8.4 S 0Apr72020Print:8.400SApr72020MiTek Industries,Inc.ThuApr3019:45:32 Page: 1 ID:I0g6xE7Fe0XaPy4?ZRpEeiywpg3-e0UuBaXwikfYBaE8UWXgZVHc3HFEdsJYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 92330 2924 2 82528 3 7 526 274 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.28 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.21 Horiz(TL)0.0110n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:107lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequiredcrossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.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=-268/61,1-23=-253/65,9-30=-253/77,9-30=-269/73 WEBS 5-14=-381/145,4-16=-274/87,3-17=-354/171,2-18=-387/195,6-12=-274/86,7-11=-354/171,8-10=-388/195 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; ExpC;Enclosed;MWFRS(envelope)exteriorzoneand C-C Corner(3E)0-0-10 to3-5-11,Exterior(2N)3-5-11 to13-3-2, Corner(3R)13-3-2 to16-8-4,Exterior(2N)16-8-4 to21-1-2, Corner(3R)21-1-2 to24-6-4,Exterior(2N)24-6-4 to 34-3-11 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,orconsult qualifiedbuildingdesignerasperANSI/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 lot18 V04 1 12004943-12T Valley Job Reference(optional) Run:8.4 S0Apr72020Print:8.400 SApr72020MiTek Industries,Inc.ThuApr3019:45:32 Page: 1 ID:mCEV8a7tPKfR16fC78KTBwywpg2-e0UuBaXwikfYBaE8UWXgZVHbLHCjdsJYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 20 25 2421 82 2322 73 5 64 T1 T2 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 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/deflL/d PLATES GRIP TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.55 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.51 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.18 Horiz(TL)0.029n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:87 lbFT = 20% LUMBER TOP CHORD2x4SPFNo.2 BOT CHORD2x4SPFNo.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(LC20) Max UpliftAlluplift100(lb)or lessat joint(s)1,9,11,12,14except 10=-158(LC17),15=-158(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,9except10=697(LC 40),11=320(LC40),12=437(LC39),14=320(LC40),15=697 (LC40) FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown. TOP CHORD 1-20=-384/199,2-21=-93/320,3-22=-1/259,7-23=0/259,8-24=-89/320 BOT CHORD 1-15=-195/348 WEBS 5-12=-342/115,3-14=-293/122,2-15=-494/235,7-11=-293/123,8-10=-494/235 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 Corner(3E)0-0-10 to3-0-10,Exterior(2N)3-0-10 to12-10-6, Corner(3R)12-10-6 to15-10-6,Exterior(2N)15-10-6 to16-8-6, Corner(3R)16-8-6 to19-8-6,Exterior(2N)19-8-6 to29-6-2 zone; cantilever leftandrightexposed ; 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 IBC 1608.3.4. 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=158,10=157. 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 lot18 V05 1 12004943-12T Valley Job Reference(optional) Run:8.4 S0Apr72020 Print:8.400SApr72020MiTekIndustries, Inc.ThuApr3019:45:32 Page: 1 ID:jbLFZG98wxw9GQpaEZMxGLywpg0-e0UuBaXwikfYBaE8UWXgZVHXkH98dtmYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 2118 2 6 19 20 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.00 7n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:72 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS 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 lot18 V06 1 12004943-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:BnvdmbAmhF20uaOnoGtApYywpg?-e0UuBaXwikfYBaE8UWXgZVHc3HEvdtOYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 1714 1615 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.35 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.25 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.14 Horiz(TL)0.009n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:54 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS Allbearings19-10-5. (lb)-MaxHoriz1=71(LC16) MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-146(LC17), 9=-147(LC16) Max GravAllreactions250(lb)or lessat joint(s)1,5except6=518(LC 23),7=429(LC2),9=518(LC22) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-14=-183/289,14-15=-127/290,2-15=-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 lot18 V07 1 12004943-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuApr3019:45:32 Page: 1 ID:BnvdmbAmhF20uaOnoGtApYywpg?-e0UuBaXwikfYBaE8UWXgZVHatHDBdtOYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 13 16 151424 3 T1 T1 B1 ST2 ST1 ST1 Scale =1:28.9 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.005n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH BCDL 10.0 Weight:39 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS 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(LC 23),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 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)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 lot18 V08 1 12004943-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuApr3019:45:32 Page: 1 ID:fzT?_xAOSYAtVjyzM_OPLmywpg_-e0UuBaXwikfYBaE8UWXgZVHc3HFhduUYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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 =4x4 1 3 109 2 T1 T1 B1 ST1 Scale =1:21.8 Loading (psf)Spacing 2-0-0 CSI DEFL in(loc)l/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.34 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.12 Horiz(TL)0.004n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:24 lbFT = 20% LUMBER TOPCHORD2x4SPF No.2 BOTCHORD2x4SPF No.2 OTHERS 2x4SPFStud BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide.REACTIONS (lb/size)1=46/10-3-2,(min.0-1-8),3=46/10-3-2,(min.0-1-8), 4=635/10-3-2,(min.0-1-8) MaxHoriz1=35(LC20) MaxUplift1=-16(LC16),3=-23(LC17),4=-88(LC16) Max Grav1=108(LC22),3=108(LC23),4=718(LC2) FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown. TOPCHORD 1-9=-252/384,2-9=-243/425,2-10=-242/425,3-10=-251/384 BOTCHORD 1-4=-362/315,3-4=-362/315 WEBS 2-4=-518/375 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 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 withstanding16 lbupliftatjoint1,23lbupliftat joint3and88lbupliftat joint4. 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 lot18 V09 1 12004943-12T Valley Job Reference(optional) Run:8.4S0Apr72020 Print:8.400SApr72020MiTek Industries, Inc.ThuApr3019:45:32 Page: 1 ID:LQCfHUEWZUNLBC3MUrvzQPywpal-e0UuBaXwikfYBaE8UWXgZVHaiHBndujYm6sTegzLRfY DE Job# 74119-W1 Dansco Engineering, LLC Date: 05/01/2020 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/deflL/d PLATES GRIP TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.19 Vert(LL)n/a -n/a999 MT20 197/144 Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a999 TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.01 3n/an/a BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP BCDL 10.0 Weight:11 lbFT=20% LUMBER TOP CHORD2x4SPF No.2 BOT CHORD2x4SPF No.2 BRACING TOP CHORD Structuralwood sheathingdirectlyappliedor5-6-11ocpurlins. BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing. MiTekrecommends thatStabilizersandrequired crossbracingbe installedduring trusserection, inaccordance withStabilizer Installationguide. 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 lot18 V10 1 12004943-12T Valley Job Reference(optional) Run:8.4 S 0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.ThuApr3019:45:32 Page: 1 ID:qPJRBwn?eUbNhH443RxXKgywpFO-e0UuBaXwikfYBaE8UWXgZVHdNHEHdvaYm6sTegzLRfY