HomeMy WebLinkAboutBuilding 13 - Lots 66 67 68 69 - 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: 2005022-12T
51 truss design(s)
73855-W1
04/20/2020
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 # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
33
32 31 30 2928 27 26 25 24 2322 21 20 19
18
171162
153
5 6 7 8 9 10 11 12 13 144
T1
T4T3T2
T1
W1 W1
B1 B1B3B2
W3 W4
W5 W5
W4 W3
W2 W2
W7W6 W6 W7 W6 W7 W6 W7 W6 W7 W6 W7 W6 W7 W6
Scale =1:83.3
PlateOffsets (X,Y):[19:0-3-8,0-2-0],[32:0-3-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.20 Vert(LL)0.38 25 >999 360 MT20 197/144
Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.40 Vert(CT)-0.64 25 >895 240 MT18HS 244/190
TCDL 10.0 Rep Stress Incr NO WB 0.96 Horz(CT)0.14 18 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:698lb FT=20%
LUMBER
TOP CHORD 2x6SP2400F2.0E
BOT CHORD 2x6SP2400F2.0E
WEBS 2x4SPF Stud*Except*W1:2x6 SP2400F2.0E
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals,and2-0-0ocpurlins (6-0-0max.):4-14.
BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
REACTIONS (lb/size)18=4584/0-6-0, (min.0-1-14),33=4725/0-6-0, (min.0-2-0)
MaxHoriz33=-97 (LC10)
MaxUplift18=-1777 (LC8),33=-1776 (LC9)
MaxGrav18=4584 (LC1),33=4762(LC36)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown.
TOP CHORD 2-34=-5567/2072,3-34=-5479/2066,3-35=-6639/2513,4-35=-6561/2523,4-36=-8996/3472,36-37=-8998/3473,
5-37=-9000/3474,5-38=-8998/3472,38-39=-8998/3472,39-40=-8998/3472,6-40=-8998/3472,6-41=-12485/4860,
41-42=-12485/4860,7-42=-12485/4860,7-8=-12485/4860,8-43=-12485/4860,43-44=-12485/4860,9-44=-12485/4860,
9-45=-12497/4895,45-46=-12497/4895,10-46=-12497/4895,10-47=-12497/4895,47-48=-12497/4895,
11-48=-12497/4895,11-49=-9040/3547,12-49=-9040/3547,12-50=-9040/3547,13-50=-9040/3547,13-51=-9042/3548,
51-52=-9041/3548,14-52=-9039/3547,14-15=-6694/2634,15-16=-5548/2189,2-33=-4354/1620,16-18=-4331/1692
BOT CHORD 33-53=-341/719,53-54=-341/719,32-54=-341/719,32-55=-1841/4843,31-55=-1841/4843,31-56=-2284/6023,
56-57=-2284/6023,30-57=-2284/6023,30-58=-4317/11218,58-59=-4317/11218,29-59=-4317/11218,
28-29=-4317/11218,28-60=-4317/11218,60-61=-4317/11218,27-61=-4317/11218,26-27=-4317/11218,
26-62=-5012/12915,62-63=-5012/12915,25-63=-5012/12915,25-64=-5012/12915,64-65=-5012/12915,
24-65=-5012/12915,24-66=-4328/11248,66-67=-4328/11248,23-67=-4328/11248,23-68=-4328/11248,
22-68=-4328/11248,22-69=-4328/11248,21-69=-4328/11248,21-70=-2306/6082,70-71=-2306/6082,20-71=-2306/6082,
20-72=-1856/4851,19-72=-1856/4851,19-73=-257/662,18-73=-257/662
WEBS 3-32=-1534/585,3-31=-625/1587,4-31=-671/328,14-20=-503/221,15-20=-632/1665,15-19=-1364/506,
2-32=-1604/4409,16-19=-1722/4478,5-30=-697/367,4-30=-1672/4252,6-30=-3110/1250,6-28=0/338,6-26=-734/1794,
8-26=-589/336,9-26=-630/281,9-25=0/332,9-24=-611/251,10-24=-584/335,11-24=-706/1763,11-23=0/340,
11-21=-3093/1223,13-21=-693/362,14-21=-1642/4226
NOTES
1)2-ply truss tobeconnected together with10d(0.131"x3")nailsas follows:
Topchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc.
Bottomchordsconnectedas follows:2x6-2 rowsstaggeredat0-9-0oc.
Webconnectedasfollows:2x4-1 rowat0-9-0oc.
2)Allloadsareconsideredequallyappliedtoallplies,exceptifnotedas front (F)orback (B)facein theLOADCASE(S)section. Ply toplyconnectionshavebeenprovidedto
distributeonlyloadsnotedas(F)or (B), unlessotherwiseindicated.
3)Unbalanced roofliveloadshavebeenconsidered for thisdesign.
4)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf; BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft
and rightexposed ; endverticalleftand rightexposed;LumberDOL=1.60plategrip DOL=1.60
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
G01 2 22005022-12T-5025-12
T Hip Girder Job Reference(optional)
Run:8.4 S0Mar102020Print:8.400 SMar102020MiTekIndustries, Inc.FriApr1714:41:32 Page: 1
ID:QEeXNssdwdFL2BebcGGeOtzPrbe-nZtCiakwrPURnoCLBSEMVc1cvTIhvNihfdI9sdzPoKe
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=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 toallexposedsurfaces withslopes less than0.500/12 inaccordance withIBC
1608.3.4.
6)Unbalanced snow loadshavebeenconsideredforthisdesign.
7)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 timesflatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
8)Provideadequatedrainagetopreventwaterponding.
9)AllplatesareMT20platesunlessotherwise indicated.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads.
11)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding1776lbupliftat joint33and1777lbupliftat joint18.
12)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
13)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord.
14)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)138 lbdownand58lbupat1-6-4,162 lbdownand62lbupat3-6-4,99
lbdownand25 lbupat5-6-4,191 lbdownand115 lbupat7-6-4,191 lbdownand115 lbupat9-6-4,191 lbdownand115lbupat11-6-4,191 lbdownand115 lbupat
13-6-4,191 lbdownand115 lbupat15-6-4,191 lbdownand115 lbupat17-6-4,191 lbdownand115 lbupat19-6-4,191lbdownand115 lbupat21-6-4,191lbdown
and115 lbupat23-6-4,191lbdownand115lbupat25-6-4,191 lbdownand115 lbupat27-6-4,191 lbdownand115 lbupat29-6-4,191 lbdownand115 lbupat
31-6-4,191 lbdownand115 lbupat33-6-4,191 lbdownand115 lbupat35-6-4,and191 lbdownand115 lbupat37-6-4,and191 lbdownand115 lbupat39-6-4on top
chord,and205lbdownand91 lbupat1-2-0,163lbdownand80lbupat1-6-4,79 lbdownand22lbupat3-6-4,159 lbdownand90 lbupat5-6-4,79 lbdownand13 lb
upat7-6-4,79 lbdownand13 lbupat9-6-4,79lbdownand13 lbupat11-6-4,79 lbdownand13 lbupat13-6-4,79 lbdownand13 lbupat15-6-4,79 lbdownand13 lb
upat17-6-4,79 lbdownand13 lbupat19-6-4,79 lbdownand13 lbupat21-6-4,79 lbdownand13 lbupat23-6-4,79lbdownand13 lbupat25-6-4,79 lbdownand13
lbupat27-6-4,79 lbdownand13 lbupat29-6-4,79 lbdownand13 lbupat31-6-4,79 lbdownand13 lbupat33-6-4,79 lbdownand13 lbupat35-6-4,79 lbdownand
13 lbupat37-6-4,79 lbdownand13 lbupat39-6-4,283 lbdownand141lbupat41-6-4,and283 lbdownand141 lbupat43-6-4,and283 lbdownand167 lbupat
45-6-4onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers.
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-4=-51,4-14=-61,14-16=-51,16-17=-51,18-33=-20
ConcentratedLoads(lb)
Vert:3=-140(B),32=-79(B),20=-283(B),26=-62(B),8=-160(B),34=-91(B),35=-74(B),36=-160(B),37=-160(B),38=-160(B),40=-160(B),41=-160(B),
42=-160(B),43=-160(B),44=-160(B),45=-160(B),46=-160(B),47=-160(B),48=-160(B),49=-160(B),50=-160(B),51=-160(B),52=-160(B),53=-158(B),
54=-163(B),55=-159(B),56=-62(B),57=-62(B),58=-62(B),59=-62(B),60=-62(B),61=-62(B),62=-62(B),63=-62(B),64=-62(B),65=-62(B),66=-62(B),
67=-62(B),68=-62(B),69=-62(B),70=-62(B),71=-62(B),72=-283(B),73=-283(B)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
G01 2 22005022-12T-5025-12
T HipGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:32 Page: 2
ID:QEeXNssdwdFL2BebcGGeOtzPrbe-nZtCiakwrPURnoCLBSEMVc1cvTIhvNihfdI9sdzPoKe
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
29 28 27 26 25 24 23 22 21 20
1934
33 32 31 30
1817
1 1624536
8 9 1011 12 13 147 15
T1 T2
T3 T4 T6T5
T7
W1
W15B1B3B3B2
W3 W6W7
W8 W8
W12 W13W2
W14
W9 W10 W11 W10 W11 W10 W11 W10 W11 W10 W9
W4 W4W5W4W5
0-1-11
Scale=1:95.7
PlateOffsets (X,Y):[3:0-5-4,0-2-0],[6:0-2-12,0-4-0], [7:0-4-0,0-3-4],[15:0-4-0,0-2-12], [29:0-6-0,0-4-8], [31:0-3-0,0-2-12],[32:0-1-12,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)-0.40 25-26 >999 360 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.70 25-26 >926 240 MT18HS 244/190
TCDL 10.0 Rep Stress Incr NO WB 0.99 Horz(CT)0.16 19 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:444lb FT=20%
LUMBER
TOP CHORD 2x6 SP2400F2.0E*Except*T4,T6,T5:2x8 SP2400F2.0E
BOTCHORD 2x6 SP2400F2.0E*Except*B1:2x8 SP2400F2.0E
WEBS 2x4 SPF Stud*Except*W1,W15:2x6 SP2400F2.0E,W14,W4:2x4 SPF
No.2
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor4-2-14ocpurlins,
exceptendverticals,and2-0-0ocpurlins (4-8-1max.):3-6,7-15.
BOTCHORD Rigidceilingdirectlyappliedor8-5-12ocbracing.
MiTek recommends that Stabilizersand requiredcrossbracingbe
installedduring trusserection,inaccordancewith Stabilizer
Installationguide.
REACTIONS (lb/size)19=2148/0-6-0, (min.0-1-14),34=2173/0-6-0, (min.0-2-2)
MaxHoriz34=-172 (LC10)
MaxUplift19=-502 (LC8),34=-1170 (LC8)
MaxGrav19=2287 (LC41),34=2550 (LC41)
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)orlessexcept whenshown.
TOP CHORD 2-3=-762/372,3-35=-2910/1043,4-35=-2912/1043,4-36=-4716/1452,36-37=-4716/1452,37-38=-4716/1452,
38-39=-4716/1452,5-39=-4716/1452,5-6=-4719/1453,6-7=-5770/1538,7-8=-6106/1576,8-40=-6101/1573,
9-40=-6101/1573,9-41=-6338/1611,10-41=-6338/1611,10-11=-6338/1611,11-42=-6338/1611,12-42=-6338/1611,
12-13=-5840/1462,13-14=-5840/1462,14-15=-4851/1199,15-16=-3602/872,16-17=-3048/703,2-34=-2154/964,
17-19=-2186/508
BOT CHORD 33-44=-339/738,44-45=-339/738,32-45=-339/738,32-46=-984/2909,46-47=-984/2909,31-47=-984/2909,
30-31=-1540/5958,29-30=-1538/5953,28-29=-1269/5114,27-28=-1538/6474,26-27=-1538/6474,25-26=-1538/6474,
24-25=-1326/5840,23-24=-1056/4845,22-23=-1056/4845,21-22=-665/3252,20-21=-548/2669,19-20=-58/324
WEBS 3-33=-1930/745,6-29=-1412/508,7-29=-391/1312,7-28=-414/1424,8-28=-552/192,9-28=-635/243,11-25=-306/161,
12-25=-227/709,12-24=-910/328,14-24=-391/1415,14-22=-1559/473,15-22=-577/2293,15-21=-323/160,
16-21=-198/745,16-20=-696/206,2-33=-727/1620,17-20=-510/2441,3-32=-1077/3216,6-31=-1841/475,
4-32=-2228/634,4-31=-591/2607,5-31=-428/180
NOTES
1)Unbalancedroofliveloadshavebeenconsidered forthisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf; BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzone;cantileverleft
and rightexposed ;endverticalleftand rightexposed;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf (roofLL:Lum DOL=1.15 Plate DOL=1.15);Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15 Plate DOL=1.15);Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0;Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalancedsnowloadshavebeenconsidered for thisdesign.
5)Thistrusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrent withotherliveloads.
6)Provideadequatedrainagetoprevent waterponding.
7)AllplatesareMT20platesunlessotherwiseindicated.
8)Thistrusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads.
9)Providemechanicalconnection (byothers)of truss tobearingplatecapableof withstanding1170lbupliftatjoint34and502lbupliftatjoint19.
10)Thistrussisdesignedinaccordance with the2018 International Residential Codesections R502.11.1and R802.10.2and referencedstandardANSI/TPI1.
11)Graphicalpurlin representationdoesnotdepict thesizeortheorientationof thepurlinalongthetopand/orbottomchord.
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
G02 2 12005022-12T-5025-12
T RoofSpecialGirder Job Reference (optional)
Run:8.4S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr1714:41:34 Page: 1
ID:VpHbBm0WfVEW?iJtUHAOBCzPrEC-0HwcbfrZkAdAMAO4DrvTNVvAq5MsWRa0jX_8hbzPoKV
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)146 lbdownand184 lbupat1-5-0,78 lbdownand60lbupat3-6-0,and
78 lbdownand60 lbupat5-6-0,and78 lbdownand60 lbupat7-6-0on top chord,and115lbdownand192 lbupat1-5-0,70lbdownand83 lbupat3-6-0,and70lb
downand83lbupat5-6-0,and70 lbdownand83lbupat7-6-0onbottom chord.Thedesign/selectionof such connectiondevice(s) istheresponsibilityofothers.
13)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-3=-51,3-6=-61,6-7=-51,7-15=-61,15-17=-51,17-18=-51,19-34=-20
ConcentratedLoads(lb)
Vert:3=40(B),33=1(B),44=-1(B),45=-1(B),46=-1(B),47=-1(B)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
G02 2 12005022-12T-5025-12
T RoofSpecialGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:34 Page: 2
ID:VpHbBm0WfVEW?iJtUHAOBCzPrEC-0HwcbfrZkAdAMAO4DrvTNVvAq5MsWRa0jX_8hbzPoKV
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
36
35 34 33 3231 30 2928 27 26 25 24 23 22 2120
19
1817
151612
1434
13
5
12
76 8
10 119
T1 T2
T3
T4
T5 T6
T7
T8
T9 T1W1
W27
B1 B1B3B2
W3 W4 W5 W6
W7 W8
W9 W10 W11 W10 W12W13
W14 W15 W16 W15 W17
W18 W19
W20 W21
W22 W23W24W25
W2
W26
0-1-11
0-1-11
Scale=1:97
PlateOffsets (X,Y):[2:0-3-0,0-1-8], [3:0-4-10,Edge], [4:0-5-0,0-2-0], [8:0-5-0,0-2-0], [15:0-2-12,0-3-4], [16:0-5-0,0-2-0], [17:0-2-7,0-3-0], [19:Edge,0-3-8], [20:0-3-8,0-2-8],
[21:0-2-12,0-2-12], [35:0-3-0,0-2-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.88 Vert(LL)-0.24 29 >999 360 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.69 Vert(CT)-0.47 29 >999 240 MT18HS 197/144
TCDL 10.0 Rep StressIncr NO WB 1.00 Horz(CT)0.14 19 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:393lb FT=20%
LUMBER
TOPCHORD 2x4 SPF No.2*Except* T7,T9,T8:2x6 SPFNo.2
BOTCHORD 2x6 SPF No.2
WEBS 2x4 SPF No.2*Except*
W3,W5,W6,W7,W20,W21,W22,W23,W25,W1,W2,W27,W26:2x4 SPF
Stud
BRACING
TOPCHORD Structural woodsheathingdirectlyappliedor2-9-15ocpurlins,
exceptendverticals,and2-0-0ocpurlins(3-1-2max.):3-4,6-8,
9-11,15-16.
BOTCHORD Rigidceilingdirectlyappliedor9-5-11ocbracing.
WEBS 1Rowatmidpt 7-30,8-30,8-29,8-27,9-26,10-26,
12-25
MiTek recommends that Stabilizersand requiredcrossbracingbe
installedduring trusserection,inaccordance with Stabilizer
Installationguide.
REACTIONS (lb/size)19=2062/0-6-0, (min.0-3-14),36=2343/0-6-0,(min.0-4-0)
Max Horiz36=-244 (LC10)
Max Uplift19=-503 (LC13),36=-814 (LC12)
MaxGrav19=2473 (LC49),36=2534 (LC49)
FORCES (lb)-Max. Comp./Max.Ten.-Allforces250 (lb)orlessexcept whenshown.
TOPCHORD 2-3=-957/310,3-4=-2484/620,4-37=-3098/693,5-37=-2925/705,5-38=-2949/690,6-38=-2878/709,6-39=-2950/704,
7-39=-2953/703,7-40=-2953/704,8-40=-2949/704,8-9=-3174/686,9-41=-2816/578,10-41=-2818/578,10-42=-2816/577,
11-42=-2816/577,11-12=-3046/586,12-43=-3371/642,43-44=-3459/630,44-45=-3549/620,13-45=-3564/618,
13-14=-3755/682,14-15=-3928/667,15-16=-3241/633,16-17=-2218/452,2-36=-2458/778,17-19=-2435/505
BOTCHORD 34-35=-314/877,33-34=-614/2420,32-33=-579/2684,31-32=-475/2586,30-31=-475/2586,29-30=-498/3136,
28-29=-497/3136,27-28=-497/3136,26-27=-378/2803,25-26=-254/2613,24-25=-351/3094,23-24=-351/3094,
22-23=-507/3439,21-22=-560/3071,20-21=-396/2047
WEBS 3-35=-1690/455,3-34=-492/2513,4-34=-1852/431,4-33=-121/407,5-32=-310/179,6-32=-108/345,6-30=-238/1074,
7-30=-456/154,8-30=-579/123,8-27=-1110/398,9-27=-347/1183,9-26=-130/277,10-26=-513/186,11-26=-164/672,
11-25=-196/780,12-25=-822/301,12-23=-83/410,13-23=-463/209,15-22=-47/463,15-21=-2336/449,16-21=-422/2565,
16-20=-1211/205,2-35=-628/1993,17-20=-439/2316
NOTES
1)Unbalanced roofliveloadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; ExpC;Enclosed;MWFRS (envelope)exteriorzone;cantileverleft
and rightexposed ;endverticalleftand rightexposed;Lumber DOL=1.60plategrip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf (roofLL:LumDOL=1.15 PlateDOL=1.15); Pg=20.0psf; Pf=20.4psf (LumDOL=1.15 PlateDOL=1.15); Is=1.0; Rough Cat C; 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.
4)Unbalancedsnowloadshavebeenconsidered forthisdesign.
5)Thistrusshasbeendesignedforgreaterofmin roofliveloadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads.
6)Provideadequatedrainage toprevent waterponding.
7)AllplatesareMT20platesunlessotherwiseindicated.
8)Thistrusshasbeendesignedfora10.0psfbottomchordliveloadnonconcurrent withanyotherliveloads.
9)Providemechanicalconnection (byothers)of truss tobearingplatecapableof withstanding814lbupliftatjoint36and503lbupliftatjoint19.
10)Thistrussisdesignedinaccordance with the2018 InternationalResidentialCodesectionsR502.11.1andR802.10.2and referencedstandardANSI/TPI1.
11)Graphicalpurlin representationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottomchord.
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
G03 2 12005022-12T-5025-12
T RoofSpecialGirder JobReference(optional)
Run:8.4S0Mar102020Print:8.400 SMar102020MiTekIndustries,Inc.FriApr1714:41:36 Page: 1
ID:XDpoBW5W6CtLElrY?K_9z0zPqIj-yg1M?LtpGnttbUYTKGxxSw?LQv_h_LwJBrTElUzPoKT
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
12)Hanger(s)orother connectiondevice(s) shallbeprovided sufficient to supportconcentrated load(s)106 lbdownand193 lbupat1-9-8,and171 lbdownand65 lbupat
1-9-8,and58 lbdownand108 lbupat52-2-8ontop chord,and33 lbdownand110 lbupat1-9-8,and175 lbdownand84 lbupat1-10-4,and0 lbdownand36 lbupat
52-2-8onbottomchord.Thedesign/selectionofsuch connectiondevice(s) is theresponsibilityofothers.
13)IntheLOADCASE(S) section, loadsapplied to the faceof the trussarenotedas front(F)orback(B).
LOADCASE(S)Standard
1)Dead +Snow(balanced):LumberIncrease=1.15,PlateIncrease=1.15
UniformLoads(lb/ft)
Vert:1-2=-51,2-3=-51,3-4=-61,4-6=-51,6-8=-61,8-9=-51,9-11=-61,11-15=-51,15-16=-61,16-17=-51,17-18=-51,19-36=-20
ConcentratedLoads(lb)
Vert:3=-90(F=27),35=-153(F=0),20=1(F)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
G03 2 12005022-12T-5025-12
T RoofSpecialGirder Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:36 Page: 2
ID:XDpoBW5W6CtLElrY?K_9z0zPqIj-yg1M?LtpGnttbUYTKGxxSw?LQv_h_LwJBrTElUzPoKT
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
60 32
31
1 30
2 293428
5 27
6 26
7 25
8 24
9 231112131410152216
18 19 212017
W1
T2
T1
T3
T4 T5
T6
T7
W2
B1 B3B3B2
ST1 ST2 ST3
ST4 ST5 ST6 ST7 ST8 ST8 ST8 ST8 ST9 ST10ST10ST10ST11 ST12
ST13 ST14 ST15
ST16 ST17 ST18 ST19 ST20
Scale=1:92
PlateOffsets(X,Y):[10:0-4-10,Edge], [15:0-3-0,Edge], [28:0-3-0,0-3-0], [52:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.17 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.17 Horiz(TL)0.01 32 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:348 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPF No.2*Except*
ST1,ST2,ST3,ST4,ST16,ST17,ST18,ST19,ST20:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptendverticals,and2-0-0ocpurlins(6-0-0max.):10-15,
17-20.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1 Rowatmidpt 8-54,9-53,11-52,12-51,13-50,
14-48,16-47,17-46,18-45,19-44,
21-43,22-42,23-41,24-39
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduringtrusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings52-4-0.
(lb)-Max Horiz60=-219(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)34,35,36,37,38,39,41,
42,44,45,50,51,53,54,55,56,57,58,60except32=-118
(LC13),33=-222(LC17),47=-116(LC16),48=-146(LC16),
59=-153(LC16)
Max GravAllreactions250(lb)or lessat joint(s)32,33,34,35,36,37,
38,39,41,42,43,44,45,46,47,48,50,51,52,53,54,55,56,
57,58,59,60
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhen shown.
TOPCHORD 6-62=-112/267,7-62=-102/271,7-8=-131/323,8-9=-150/379,9-10=-159/407,10-11=-140/365,11-12=-145/389,
12-13=-145/389,13-14=-145/389,14-15=-149/397,15-16=-149/405,16-63=-191/488,17-63=-176/495,17-18=-170/459,
18-19=-169/457,19-64=-170/458,20-64=-169/459,20-21=-173/459,21-22=-189/491,22-23=-171/442,23-24=-153/387,
24-65=-118/335,25-65=-135/331,25-66=-100/283,26-66=-116/278
NOTES
1)Unbalancedroof live loadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft;Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-1-12 to5-4-9,Exterior(2N)5-4-9 to15-8-8,Corner(3R)15-8-8 to20-11-5,Exterior(2N)20-11-5 to25-10-8, Corner(3R)25-10-8 to31-1-5,Exterior(2N)31-1-5 to
31-9-8, Corner(3R)31-9-8 to37-0-5,Exterior(2N)37-0-5 to52-2-4 zone; cantilever leftandrightexposed ; end verticalleftandrightexposed;C-C formembersand forces&
MWFRS forreactionsshown;Lumber DOL=1.60plategripDOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed towind(normal tothe face), seeStandard Industry GableEndDetailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=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 snowloadgoverns. Rainsurchargeapplied toallexposed surfaces with slopes less than0.500/12 inaccordancewith IBC
1608.3.4.
5)Unbalanced snow loadshavebeenconsidered for thisdesign.
6)Provideadequatedrainage topreventwaterponding.
7)Allplatesare2x4MT20unlessotherwise indicated.
8)Gablerequires continuousbottom chordbearing.
9)Truss tobe fully sheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonalweb).
10)Gable studs spacedat2-0-0oc.
11)This trusshasbeendesigned fora10.0psfbottom chord liveloadnonconcurrent withanyotherliveloads.
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
GE01 2 12005022-12T-5025-12
T RoofSpecialSupported Gable JobReference(optional)
Run:8.4 S 0Mar102020Print:8.400SMar102020MiTekIndustries,Inc.FriApr1714:41:39 Page: 1
ID:_h9iUuZRfFJIF_64UMs4hpzPrec-NFjVeNviYiFSSxH20PVe4Zd?m68aBvYltphvMpzPoKQ
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
12)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding100 lbupliftat joint(s)60,58,57,56,55,54,53,51,50,45,44,42,41,39,38,37,
36,35,34except(jt=lb)32=117,59=153,48=146,47=115,33=222.
13)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
14)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
GE01 2 12005022-12T-5025-12
T RoofSpecialSupportedGable Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:39 Page: 2
ID:_h9iUuZRfFJIF_64UMs4hpzPrec-NFjVeNviYiFSSxH20PVe4Zd?m68aBvYltphvMpzPoKQ
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
64 36
35341233
3 32453130629
7 28
8 27
9 26
10 25
13 14 151112 16 2417
231820211922
W1
T2
T1
T3
T4 T5
T6
T7
W2
B1 B3B3B2
ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST9 ST9 ST10 ST11 ST12ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22
Scale=1:94.7
PlateOffsets(X,Y):[4:0-2-3,Edge], [12:0-3-5,Edge], [16:0-3-0,0-0-9], [19:0-3-0,0-0-9], [22:0-3-0,0-0-9], [56:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.17 Horz(CT)0.01 36 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:352 lb FT=20%
LUMBER
TOP CHORD 2x4SPFNo.2
BOT CHORD 2x4SPFNo.2
WEBS 2x4SPFStud
OTHERS 2x4SPFNo.2*Except*
ST1,ST2,ST3,ST4,ST18,ST19,ST20,ST21,ST22:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals,and2-0-0ocpurlins(6-0-0max.):12-16,
19-22.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 9-58,10-57,11-56,13-55,14-54,
15-52,17-51,18-50,20-49,21-48,
23-47,24-46,25-45,26-43
MiTekrecommendsthatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings52-4-0.
(lb)-MaxHoriz64=-229(LC14)
MaxUpliftAlluplift100(lb)or lessat joint(s)38,39,40,41,42,43,45,
46,48,49,52,54,55,57,58,59,60,61,62except36=-144
(LC13),37=-224(LC17),51=-182(LC16),63=-154(LC16),
64=-105(LC17)
Max GravAllreactions250(lb)or lessatjoint(s)36,37,38,39,40,41,
42,43,45,46,47,48,49,50,51,52,54,55,56,57,58,59,60,
61,62,63,64
FORCES (lb)-Max.Comp./Max.Ten.-All forces250(lb)or lessexcept whenshown.
TOPCHORD 7-66=-113/283,8-66=-97/287,8-9=-131/340,9-10=-150/393,10-11=-168/443,11-12=-154/417,12-13=-151/416,
13-67=-150/415,14-67=-150/415,14-15=-150/415,15-68=-151/418,16-68=-151/418,16-17=-131/383,17-69=-197/518,
18-69=-194/525,18-19=-176/472,19-20=-174/483,20-21=-173/482,21-22=-173/481,22-23=-177/472,23-24=-192/512,
24-70=-154/452,25-70=-171/444,25-26=-153/400,26-27=-134/348,27-71=-100/295,28-71=-116/290
WEBS 17-51=-149/263
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; ExpC;Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-10-12to4-4-1,Exterior(2N)4-4-1 to16-2-0, Corner(3R)16-2-0 to21-4-13,Exterior(2N)21-4-13 to26-4-0, Corner(3E)26-4-0 to31-4-0,Corner(3R)31-4-0 to
36-6-13,Exterior(2N)36-6-13 to53-2-12 zone; cantilever leftandrightexposed;end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions
shown;LumberDOL=1.60plategrip DOL=1.60
3)Trussdesignedforwind loadsin theplaneof the trussonly.For studsexposed to wind(normal tothe face), seeStandardIndustry 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; 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)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Provideadequatedrainage toprevent waterponding.
8)Allplatesare2x4MT20unlessotherwiseindicated.
9)Gablerequires continuousbottom chordbearing.
10)Truss tobe fully sheathed fromone faceor securelybracedagainstlateralmovement(i.e.diagonal web).
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
GE02 2 12005022-12T-5025-12
T RoofSpecialSupportedGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400 SMar102020MiTekIndustries,Inc.FriApr1714:41:40 Page: 1
ID:HIcmX5sV0dLu7gyhuOHjftzPreE-rRHtriwKJ0NJ45rEZ60tcm99uWTywMnv6TRSuFzPoKP
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
11)Gablestuds spacedat2-0-0oc.
12)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads.
13)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding100 lbupliftat joint(s)62,61,60,59,58,57,55,54,52,49,48,46,45,43,42,41,
40,39,38except(jt=lb)64=104,36=144,63=154,51=181,37=223.
14)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
15)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
GE02 2 12005022-12T-5025-12
T RoofSpecialSupportedGable Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:40 Page: 2
ID:HIcmX5sV0dLu7gyhuOHjftzPreE-rRHtriwKJ0NJ45rEZ60tcm99uWTywMnv6TRSuFzPoKP
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
63 33
32311302292834
275
266
257
248
239
2210
11 21121314151617181920
W1
T2
T1
T3 T4
T5
T6
W2
B1 B1B1B2
ST8ST9ST9ST9ST9ST9ST9ST9ST9ST9ST8
ST7ST6
ST5
ST4
ST3ST2
ST1
ST7 ST6
ST5
ST4
ST3 ST2
ST1 ST10
Scale =1:89.3
Plate Offsets(X,Y):[11:0-3-0,0-2-0], [19:0-3-0,0-3-0], [21:0-3-0,0-2-0], [29:0-1-9,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.13 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.19 Horz(CT)0.01 33 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:342 lb FT=20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPF No.2*Except*ST5,ST4,ST3,ST2,ST1,ST10:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals,and2-0-0ocpurlins(10-0-0max.):11-21.
BOT CHORD Rigidceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1Rowatmidpt 21-43,20-44,19-45,18-46,17-47,
16-48,15-49,14-50,13-52,12-53,
11-55,10-56,22-41
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings52-4-0.
(lb)-Max Horiz63=-204(LC14)
Max UpliftAlluplift100(lb)or lessat joint(s)35,36,37,38,39,40,41,
44,45,46,47,48,49,50,52,53,56,57,58,59,60,61except
33=-193(LC13),34=-254(LC17),62=-144(LC16),63=-128
(LC12)
Max GravAllreactions250(lb)orlessat joint(s)33,34,35,36,37,38,
39,40,41,43,44,45,46,47,48,49,50,52,53,55,56,57,58,
59,60,61,62,63
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOPCHORD 7-8=-105/267,8-9=-123/319,9-10=-141/373,10-11=-160/424,11-12=-143/400,12-13=-143/400,13-14=-143/400,
14-65=-143/400,15-65=-143/400,15-16=-143/400,16-17=-143/400,17-66=-143/400,18-66=-143/400,18-19=-143/400,
19-20=-142/399,20-21=-142/399,21-22=-160/424,22-23=-141/373,23-24=-122/319,24-25=-104/267
NOTES
1)Unbalancedroof live loadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)-0-10-12 to4-4-1,Exterior(2N)4-4-1 to15-2-0,Corner(3R)15-2-0 to20-4-13,Exterior(2N)20-4-13 to35-2-0, Corner(3R)35-2-0 to40-4-13,Exterior(2N)40-4-13to
53-2-12 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.Forstudsexposed towind(normal tothe face), seeStandard Industry GableEnd Detailsasapplicable,or consult
qualifiedbuildingdesignerasperANSI/TPI1.
4)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 CatC;PartiallyExp.;
Ce=1.0; Cs=1.00;Ct=1.10,Lu=50-0-0;Min. flatroof snowloadgoverns. Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
5)Unbalanced snow loadshavebeenconsidered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
7)Provideadequatedrainage topreventwaterponding.
8)Allplatesare2x4MT20unlessotherwise indicated.
9)Gablerequires continuousbottom chordbearing.
10)Truss tobe fullysheathed fromone faceor securelybracedagainst lateralmovement(i.e.diagonalweb).
11)Gablestuds spacedat2-0-0oc.
12)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
GE03 2 12005022-12T-5025-12
T PiggybackBaseSupportedGable Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 S Mar102020MiTekIndustries, Inc.FriApr1714:41:42 Page: 1
ID:?1oqKybmeN1Ey26Pyiu0dkzPrdH-nqPeGOxardd1JP?chX2LiBFW9J9tOG0BZnwZz8zPoKN
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
13)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding100 lbupliftat joint(s)44,45,46,47,48,49,50,52,53,56,57,58,59,60,61,41,
40,39,38,37,36,35except(jt=lb)63=127,33=193,62=144,34=253.
14)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
15)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
GE03 2 12005022-12T-5025-12
T PiggybackBaseSupportedGable Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:42 Page: 2
ID:?1oqKybmeN1Ey26Pyiu0dkzPrdH-nqPeGOxardd1JP?chX2LiBFW9J9tOG0BZnwZz8zPoKN
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
3x8 1.5x4
1.5x4
1.5x4
3x4
=3x4
3x4
1
7
6
5
2
3
4
T1 W4
W1
B1
W3W2
ST1
Scale = 1:30.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)-0.01 6-7 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(CT)-0.02 6-7 >999 240
TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:29 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)5=206/0-1-8,(min.0-1-8),7=292/0-4-0,(min.0-1-8)
Max Horiz7=144(LC16)
Max Uplift5=-109(LC16),7=-63(LC16)
Max Grav5=289(LC23),7=343(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-10=-252/3,2-7=-297/208
WEBS 3-5=-295/264
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-2-4 zone;cantileverleftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactions 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)Gable studs spacedat2-0-0oc.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.
9)Providemechanical connection(byothers)of truss tobearingplateat joint(s)5.
10)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding63 lbupliftat joint7and109 lbupliftat joint5.
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-GramercyTHLots66-67-68-69
GE04 2 12005022-12T-5025-12
T Jack-ClosedStructuralGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:43 Page: 1
ID:7nXly0qZhQMld1wJBjvmQZzPrpu-F0z0TkyCcxmuxZapFEZaEPnhsjWM7kuLoRf6VazPoKM
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
4.24 12
3x4
3x4
5
4
1
2
W1
T1
B1
Scale = 1:30.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)0.00 4-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.17 Vert(CT)0.00 4-5 >999 240
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.11 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:10 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-10-9ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=-32/Mechanical,(min.0-1-8),4=-1/Mechanical,(min.
0-1-8),5=159/0-7-12,(min.0-1-8)
Max Horiz5=90(LC9)
Max Uplift3=-83(LC27),4=-60(LC11),5=-118(LC8)
Max Grav3=22(LC8),4=20(LC7),5=244(LC18)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 joint5,60 lbupliftat joint4and83 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
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
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-3=-24(F=13,B=13),5=0(F=10,B=10)-to-4=-9(F=5,B=5)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J01 2 12005022-12T-5025-12
T DiagonalHip Girder Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:43 Page: 1
ID:tsJBemYfOeheMEVr?rchubzPth1-F0z0TkyCcxmuxZapFEZaEPnf4jVT7lDLoRf6VazPoKM
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
MT18HS5x12
5x6
5
4
1
2
W1
T1
B1
Scale = 1:28.9
Plate Offsets(X,Y):[2:0-3-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.94 Vert(LL)0.01 4-5 >999 360 MT18HS 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.42 Vert(CT)0.01 4-5 >999 240 MT20 197/144
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.18 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:9 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-9-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=25/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8),
5=127/0-6-0,(min.0-1-8)
Max Horiz5=106(LC13)
Max Uplift3=-73(LC13),4=-75(LC13),5=-46(LC14)
Max Grav3=51(LC30),4=78(LC14),5=172(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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)AllplatesareMT20platesunlessotherwise indicated.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Refer togirder(s) for truss to truss connections.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding46 lbupliftat joint5,75 lbupliftatjoint4and73 lbupliftat joint3.
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-GramercyTHLots66-67-68-69
J02 8 12005022-12T-5025-12
T Jack-Open Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:43 Page: 1
ID:MJO?Qwmy9Ay5W?tJ3dxvcOzPtgl-F0z0TkyCcxmuxZapFEZaEPnWijRW7lDLoRf6VazPoKM
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
4.24 12
=3x4
3x4
5
4
1
2
W1
T1
B1
Scale = 1:30.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.38 Vert(LL)0.014-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(CT)0.014-5 >999 240
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.133n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:12 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-4-14ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=-12/Mechanical,(min.0-1-8),4=3/Mechanical,(min.0-1-8),
5=154/0-7-12,(min.0-1-8)
Max Horiz5=91(LC9)
Max Uplift3=-78(LC11),4=-47(LC11),5=-106(LC8)
Max Grav3=6(LC8),4=28(LC7),5=237(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding106 lbupliftatjoint5,78 lbupliftat joint3and47 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
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
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-3=-31(F=10,B=10),5=0(F=10,B=10)-to-4=-12(F=4,B=4)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J03 2 12005022-12T-5025-12
T Jack-Open Girder Job Reference(optional)
Run:8.4 S 0Apr72020Print:8.400 SApr72020MiTekIndustries, Inc.MonApr2011:44:37 Page: 1
ID:vI21l4OeMeyxCliFTTsZbszPtee-5amEipCy4JT8c2Wl0D86nezBUPRrR_IGIejY0rzOreO
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
MT18HS5x12
4x4
4
3
1
W1
T1
B1
Scale = 1:25.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.86 Vert(LL)0.013-4 >999 360 MT18HS 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.38 Vert(CT)0.013-4 >999 240 MT20 197/144
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.182n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:8 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-1-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)2=41/Mechanical,(min.0-1-8),3=17/Mechanical,(min.0-1-8),
4=57/0-1-0,(min.0-1-8)
Max Horiz4=-104(LC14)
Max Uplift2=-71(LC13),3=-70(LC13),4=-80(LC14)
Max Grav2=70(LC29),3=88(LC14),4=132(LC13)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)AllplatesareMT20platesunlessotherwise indicated.
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 tobearingplateat joint(s)4.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding80 lbupliftat joint4,70 lbupliftatjoint3and71 lbupliftat joint2.
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-GramercyTHLots66-67-68-69
J04 2 12005022-12T-5025-12
T Jack-Open Job Reference(optional)
Run:8.4S0Apr72020 Print:8.400SApr72020MiTekIndustries,Inc.MonApr2012:56:58 Page: 1
ID:mF1b3Mj?xzBpRtT4?LNbPKzQ5VD-UjaJo9kvm4OCvAt2pPX5D3GvTI_U1HyDWWnmtkzOqaZ
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
3x4
3x4
5
4
1
2
W1
T1
B1
Scale = 1:22.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)0.00 4-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.00 4-5 >999 240
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.01 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:6 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-5-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=15/Mechanical,(min.0-1-8),4=10/Mechanical,(min.0-1-8),
5=120/0-6-0,(min.0-1-8)
Max Horiz5=57(LC13)
Max Uplift3=-34(LC16),4=-17(LC13),5=-12(LC16)
Max Grav3=21(LC30),4=24(LC7),5=162(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=5.0psf;BCDL=5.0psf;h=30ft; 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 tobearingplatecapableofwithstanding12 lbupliftat joint5,17 lbupliftatjoint4and34 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-GramercyTHLots66-67-68-69
J05 6 12005022-12T-5025-12
T Jack-Open Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:44 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-jDWOh4zrNFulZi9?oy4pncKs57snsCSU14Pg10zPoKL
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
4.24 12
3x4
3x4
5
4
1
2
W1
T1
B1
Scale = 1:22
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)0.00 4-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(CT)0.00 4-5 >999 240
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.01 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:7 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor1-11-4ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=-7/Mechanical,(min.0-1-8),4=0/Mechanical,(min.0-1-8),
5=112/0-8-2,(min.0-1-8)
Max Horiz5=52(LC11)
Max Uplift3=-49(LC16),4=-13(LC11),5=-79(LC8)
Max Grav3=10(LC13),4=20(LC7),5=167(LC18)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding79 lbupliftat joint5,13 lbupliftatjoint4and49 lbupliftat joint3.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
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
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-3=-25(F=13,B=13),5=0(F=10,B=10)-to-4=-10(F=5,B=5)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J06 2 12005022-12T-5025-12
T DiagonalHip Girder Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:44 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-jDWOh4zrNFulZi9?oy4pncKtR7tYsCSU14Pg10zPoKL
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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 1.5x4
=4x4 1.5x4
1.5x4
9
8 7 6
1
2
43
W1
T1
T2
B1
W2 W3
0-1-11
Scale = 1:35.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.66 Vert(LL)0.16 7-8 >481 360 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.62 Vert(CT)-0.24 7-8 >323 240
TCDL 10.0 RepStress Incr NO WB 0.03 Horz(CT)0.24 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:22 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-5.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)5=112/Mechanical,(min.0-1-8),6=132/Mechanical,(min.
0-1-8),9=277/0-6-0,(min.0-1-8)
Max Horiz9=53(LC9)
Max Uplift5=-57(LC9),6=-70(LC9),9=-150(LC12)
Max Grav5=142(LC33),6=183(LC33),9=301(LC34)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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; 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)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding150 lbupliftatjoint9,57 lbupliftat joint5and70 lbupliftat joint6.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
11)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord.
12)Hanger(s)orotherconnectiondevice(s) shallbeprovided sufficient to support concentrated load(s)81 lbdownand115 lbupat1-5-8,and51 lbdownand29 lbupat3-6-4,
and51 lbdownand29 lbupat5-6-4on top chord,and18 lbdownand59 lbupat1-5-8,and17 lbdownand23 lbupat3-6-4,and17 lbdownand23 lbupat5-6-4on
bottomchord.Thedesign/selectionof such connectiondevice(s) is theresponsibilityofothers.
13)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=-51,3-5=-61,6-9=-20
ConcentratedLoads(lb)
Vert:3=31(F),8=2(F),7=0(F),12=0(F)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J07 2 12005022-12T-5025-12
T Jack-Open Girder Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:44 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-jDWOh4zrNFulZi9?oy4pncKlu7khsC0U14Pg10zPoKL
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
1.5x4
=4x8
7
6 5
1
2
3
W1
T1
T2
B1
W2
0-1-11
Scale = 1:30.5
Plate Offsets(X,Y):[3:0-4-0,0-1-15]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.44 Vert(LL)0.18 6-7 >437 360 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.46 Vert(CT)-0.19 6 >401 240
TCDL 10.0 RepStress Incr YES WB 0.04 Horz(CT)-0.24 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:21 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)4=149/Mechanical,(min.0-1-8),5=96/Mechanical,(min.
0-1-8),7=290/0-6-0,(min.0-1-8)
Max Horiz7=79(LC13)
Max Uplift4=-64(LC13),5=-12(LC16),7=-64(LC16)
Max Grav4=191(LC37),5=106(LC7),7=398(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-7=-306/177
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to3-5-8,Exterior(2E)3-5-8 to6-6-4 zone; cantilever leftexposed ; end vertical leftexposed;C-Cformembersand forces &
MWFRS forreactionsshown;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; 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)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding64 lbupliftat joint7,64 lbupliftatjoint4and12 lbupliftat joint5.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
11)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J08 2 12005022-12T-5025-12
T Jack-Open Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:44 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-jDWOh4zrNFulZi9?oy4pncKpG7mEsCpU14Pg10zPoKL
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
5x6
3x4
1.5x4
=4x6
7
6 5
1
2
3
W1
T1
T2
B1
W2
0-1-11
Scale = 1:33.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.69 Vert(LL)0.18 6-7 >420 360 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.50 Vert(CT)-0.22 6-7 >341 240
TCDL 10.0 RepStress Incr YES WB 0.06 Horz(CT)0.25 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:23 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals,and2-0-0ocpurlins(6-0-0max.):3-4.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)4=112/Mechanical,(min.0-1-8),5=120/Mechanical,(min.
0-1-8),7=284/0-6-0,(min.0-1-8)
Max Horiz7=108(LC16)
Max Uplift4=-22(LC13),5=-80(LC16),7=-54(LC16)
Max Grav4=125(LC37),5=179(LC38),7=436(LC38)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-7=-357/184
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to5-5-8,Exterior(2E)5-5-8 to6-6-4 zone; cantilever leftexposed ; end vertical leftexposed;C-Cformembersand forces &
MWFRS forreactionsshown;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; 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)Refer togirder(s) for truss to truss connections.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding54 lbupliftat joint7,22 lbupliftatjoint4and80 lbupliftat joint5.
10)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
11)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J09 2 12005022-12T-5025-12
T Jack-Open Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:45 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-BP4muQ_T8Y0cAskBMfb2Jqsw8X6qbfqeFk8DZSzPoKK
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
=4x6
3x5
5
4
1
2
3
W1
T1
B1
Scale = 1:27.5
Plate Offsets(X,Y):[2:0-0-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.70 Vert(LL)0.15 4-5 >509 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.62 Vert(CT)-0.16 4-5 >464 240
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)-0.18 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:19 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF 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=145/Mechanical,(min.0-1-8),4=73/Mechanical,(min.
0-1-8),5=285/0-6-0,(min.0-1-8)
Max Horiz5=134(LC16)
Max Uplift3=-129(LC16),4=-3(LC16),5=-39(LC16)
Max Grav3=220(LC23),4=119(LC7),5=335(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-5=-291/211
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to6-6-4 zone; cantileverleftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactionsshown;
Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding39 lbupliftat joint5,129 lbupliftat joint3and3 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-GramercyTHLots66-67-68-69
J10 34 12005022-12T-5025-12
T Jack-Closed Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:45 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-BP4muQ_T8Y0cAskBMfb2JqswzX4zbfieFk8DZSzPoKK
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
=4x6
3x5
4x4
3x4
5 4
1
2
3
W1
T1
W2
B1
Scale = 1:29.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.59 Vert(LL)-0.06 4-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.35 Vert(CT)-0.13 4-5 >594 240
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:23 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 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)4=218/Mechanical,(min.0-1-8),5=280/0-6-0,(min.0-1-8)
Max Horiz5=133(LC16)
Max Uplift4=-131(LC16),5=-37(LC16)
Max Grav4=303(LC23),5=330(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-5=-283/192
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to2-1-4, Interior(1)2-1-4 to6-5-4 zone; cantileverleftexposed ; end vertical leftexposed;C-C formembersand forces&MWFRS forreactionsshown;
Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding37 lbupliftat joint5and131 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-GramercyTHLots66-67-68-69
J11 4 12005022-12T-5025-12
T Jack-Closed Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:45 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-BP4muQ_T8Y0cAskBMfb2JqsxmX8BbfieFk8DZSzPoKK
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
3x5
1.5x4
3x4
=3x4
3x4
7
6
5
1
2
3
4
W1
T1
W4
B1
W2 W3
Scale = 1:32.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.40 Vert(LL)-0.02 5-6 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.21 Vert(CT)-0.03 5-6 >999 240
TCDL 10.0 RepStress Incr NO WB 0.08 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:31 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 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)5=219/Mechanical,(min.0-1-8),7=281/0-6-0,(min.0-1-8)
Max Horiz7=133(LC12)
Max Uplift5=-157(LC12),7=-82(LC12)
Max Grav5=303(LC19),7=329(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-7=-257/96
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding82 lbupliftat joint7and157 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)53 lbdownand112 lbupat2-5-0on topchord,and5 lbdownand20 lb
upat2-5-0onbottom chord.Thedesign/selectionofsuchconnectiondevice(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=-51,2-4=-51,5-7=-20
ConcentratedLoads(lb)
Vert:9=-2(F),10=1(F)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J12 2 12005022-12T-5025-12
T Jack-Closed Girder Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:45 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-BP4muQ_T8Y0cAskBMfb2Jqs_cXAHbeVeFk8DZSzPoKK
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
3x4
3x4
3x4
3x4
5 4
1
2
3
W1
T1
W2
B1
Scale = 1:27
Plate Offsets(X,Y):[4:Edge,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.21 Vert(LL)0.00 4-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)0.00 4-5 >999 240
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:11 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-5-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)4=62/Mechanical,(min.0-1-8),5=141/0-6-0,(min.0-1-8)
Max Horiz5=68(LC13)
Max Uplift4=-60(LC16),5=-15(LC16)
Max Grav4=81(LC23),5=195(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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftexposed ; endvertical leftexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding15 lbupliftat joint5and60 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-GramercyTHLots66-67-68-69
J13 6 12005022-12T-5025-12
T Jack-Closed Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:45 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-BP4muQ_T8Y0cAskBMfb2Jqs1hXC1bfieFk8DZSzPoKK
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
4.24 12
3x4
3x4
5
4
1
2
W1
T1
B1
Scale = 1:22.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)0.01 4-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(CT)-0.01 4-5 >999 240
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:11 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-3-8ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=31/Mechanical,(min.0-1-8),4=14/Mechanical,(min.0-1-8),
5=120/0-8-2,(min.0-1-8)
Max Horiz5=65(LC11)
Max Uplift3=-62(LC16),4=-4(LC30),5=-69(LC8)
Max Grav3=59(LC19),4=44(LC7),5=195(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;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 tobearingplatecapableofwithstanding69 lbupliftat joint5,62 lbupliftatjoint3and4 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
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
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-3=-42(F=4,B=4),5=0(F=10,B=10)-to-4=-16(F=2,B=2)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J14 2 12005022-12T-5025-12
T DiagonalHip Girder Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:46 Page: 1
ID:hvwKvF9g37d_uXoC_7A6RXzQ7Mj-fbe86m?5vs8To0JOwN7Hs1PDwxYSK6ynUOum6vzPoKJ
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
4.24 12
3x4
3x4
5
4
1
2
W1
T1
B1
Scale = 1:22.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)0.00 4-5 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(CT)0.00 4-5 >999 240
TCDL 10.0 RepStress Incr NO WB 0.00 Horz(CT)-0.02 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:10 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-10-9ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)3=19/Mechanical,(min.0-1-8),4=9/Mechanical,(min.0-1-8),
5=115/0-8-2,(min.0-1-8)
Max Horiz5=61(LC11)
Max Uplift3=-60(LC16),4=-6(LC30),5=-71(LC8)
Max Grav3=40(LC19),4=36(LC7),5=183(LC19)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zone; cantilever left
exposed ; end verticalleftexposed;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Refer togirder(s) for truss to truss connections.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding71 lbupliftat joint5,60 lbupliftatjoint3and6 lbupliftat joint4.
8)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
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
TrapezoidalLoads(lb/ft)
Vert:2=-2(F=24,B=24)-to-3=-37(F=7,B=7),5=0(F=10,B=10)-to-4=-14(F=3,B=3)
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
J15 2 12005022-12T-5025-12
T DiagonalHip Girder Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:46 Page: 1
ID:zKXZfqX7g8cMYw6k??q9kuzPrfx-fbe86m?5vs8To0JOwN7Hs1PDwxYeK6ynUOum6vzPoKJ
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
20
1921
15
22 18 17 16
14
23
13
24
12
9 10 1125
826
727
6
1 2 3 4 5
T1
T2
T3
T4
B1
B2
B3
B4
B5
ST7
ST6ST5
ST4
ST4
ST4
ST3
ST2
ST1
Scale = 1:75.7
Plate Offsets(X,Y):[1:0-0-10,0-1-8], [5:0-2-10,Edge], [9:0-3-0,Edge], [11:0-1-6,Edge], [14:0-2-9,0-1-8], [26:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.32 Horz(CT)0.04 14 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:131 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud*Except*ST5,ST4:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):1-5,9-11.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-0-0ocbracing:1-27,26-27.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings21-10-0.
(lb)-Max Horiz1=-323(LC17)
Max UpliftAlluplift100(lb)or lessat joint(s)1,16,18,20,22,27except
21=-141(LC17),23=-112(LC17),25=-114(LC14),26=-101
(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,14,17,19,20,21,24,
30except16=310(LC54),18=251(LC43),22=271(LC56),
23=289(LC54),25=265(LC59),26=258(LC43),27=272(LC
43)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-399/440,2-33=-399/440,3-33=-399/440,3-4=-404/444,4-5=-404/444,5-6=-459/488,6-34=-523/589,
7-34=-546/580,7-35=-367/422,8-35=-393/409,8-36=-266/301,9-36=-281/293
WEBS 9-21=-303/272,4-25=-277/193
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-3-2 to3-3-2, Interior(1)3-3-2 to7-1-15,Exterior(2R)7-1-15 to10-1-12, Interior(1)10-1-12 to17-3-15,Exterior(2R)17-3-15 to20-1-12, Interior(1)20-1-12 to
22-3-11 zone; cantilever leftandrightexposed;end verticalleftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;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; 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)Allplatesare1.5x4MT20unlessotherwise indicated.
7)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
8)Bearingat joint(s)1,18,27 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verify capacityofbearing surface.
9)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,20,18,16,22,27except(jt=lb)21=141,23=111,25=114,
26=100.
10)NonStandardbearing condition.Reviewrequired.
11)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
12)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
LAY01 2 12005022-12T-5025-12
T Lay-InGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:46 Page: 1
ID:ct5E04A4EchCnIvJLadHHJzQ5?f-fbe86m?5vs8To0JOwN7Hs1PBNxYCK2_nUOum6vzPoKJ
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
13.4212
13.4212
3x4
3x4
1.5x4
1.5x4
1.5x4
=3x4
11
10
9
1
8
2
7
3
4 5 6
W1
T1
T2
B1
B2
ST2
ST1
ST1
Scale = 1:45.2
Plate Offsets(X,Y):[4:0-1-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.10 Horiz(TL)-0.01 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:35 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals,and2-0-0ocpurlins:4-6.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings7-7-5.
(lb)-Max Horiz11=191(LC16)
Max UpliftAlluplift100(lb)or lessat joint(s)7,11except6=-291(LC16),
9=-270(LC16),10=-130(LC14)
Max GravAllreactions250(lb)or lessat joint(s)6,8,11except7=271
(LC44),9=314(LC41),10=257(LC16)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-3=-308/392,3-4=-265/326,4-5=-238/310,5-6=-238/310
BOT CHORD 10-11=-310/238,9-10=-489/386,8-9=-470/371,7-8=-482/377,6-7=-432/330
WEBS 2-9=-315/339
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-1-12 to3-1-12,Exterior(2N)3-1-12 to4-8-14, Corner(3E)4-8-14 to7-7-5 zone; cantilever leftandrightexposed;end verticalleftandrightexposed;C-C for
membersand 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)Truss tobefully sheathed fromone faceorsecurelybracedagainst lateralmovement(i.e.diagonal web).
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)11,7except(jt=lb)6=290,10=129,9=270.
11)NonStandardbearing condition.Reviewrequired.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
13)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
LAY02 2 12005022-12T-5025-12
T Lay-InGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:46 Page: 1
ID:kNN9kWKDAcKMqIOpcpMKJ2zQ5?S-fbe86m?5vs8To0JOwN7Hs1PBTxY?K5KnUOum6vzPoKJ
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
191
36 35 34 33 32 31 3029 28 27 26 25 24 23 22 21 20
2 18
3 17
4 16
5 6 7 8 9 10 11 12 13 14 15
T1
T2 T3
T1
B1 B3B2
ST4ST4ST4ST4ST4
ST3
ST2
ST1
ST4 ST4 ST4 ST4
ST5
ST6
ST7
Scale =1:58.9
Plate Offsets(X,Y):[5:0-1-6,Edge], [13:0-3-0,0-3-0], [15:0-1-6,Edge], [30:0-1-12,0-1-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 Plate GripDOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)0.01 19 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:204 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPF No.2*Except*ST2,ST1,ST6,ST7:2x4SPFStud
BRACING
TOPCHORD Structural wood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):5-15.
BOTCHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 10-28,9-29,8-31,7-32,6-33,11-26,
12-25,13-24,14-23
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection,inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings33-7-8.
(lb)-MaxHoriz1=-246(LC12)
MaxUpliftAlluplift100(lb)or lessat joint(s)1,19,22,23,24,25,26,28,
29,31,32,33except20=-162(LC17),21=-165(LC17),
34=-103(LC16),35=-150(LC16),36=-196(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,19,21,22,23,25,26,
28,29,33,35except20=370(LC40),24=258(LC39),31=254
(LC39),32=258(LC39),34=261(LC48),36=347(LC48)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexcept when shown.
TOPCHORD 1-2=-324/221,18-19=-273/193
BOTCHORD 23-24=-164/250,22-23=-164/250,21-22=-164/250,20-21=-164/250,19-20=-164/250
WEBS 2-36=-260/191,18-20=-269/178
NOTES
1)Unbalancedroof live loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Corner(3E)0-3-15 to3-8-4,Exterior(2N)3-8-4 to7-11-13, Corner(3R)7-11-13 to11-4-3,Exterior(2N)11-4-3 to25-8-2, Corner(3R)25-8-2 to28-9-12,Exterior(2N)28-9-12 to
33-7-12zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;Lumber DOL=1.60plategrip
DOL=1.60
3)Trussdesigned forwind loads in theplaneof the trussonly.For studsexposed 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(LumDOL=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 toallexposed surfaces with 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 spacedat2-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftat joint(s)1,19,28,29,31,32,33,26,25,24,23,22except(jt=lb)
34=102,35=150,36=196,21=165,20=162.
12)This trussisdesigned inaccordance with the2018 InternationalResidential Codesections R502.11.1andR802.10.2andreferenced standardANSI/TPI1.
13)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord.
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
LAY03 2 12005022-12T-5025-12
T Lay-InGable JobReference(optional)
Run:8.4 S 0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:47 Page: 1
ID:C0cExUddgBpcyZ1kLmPvVDzQ2pd-8oCXJ6?jgAGKQAuaU4eWPFyPZKs03WAwj2dKeLzPoKI
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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-GramercyTHLots66-67-68-69
LAY03 2 12005022-12T-5025-12
T Lay-InGable Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:47 Page: 2
ID:C0cExUddgBpcyZ1kLmPvVDzQ2pd-8oCXJ6?jgAGKQAuaU4eWPFyPZKs03WAwj2dKeLzPoKI
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
13.4212
3x4 3x4
1 11
1918 17 16 15 14 13 12
2 10
3 9
84567
T1
T2
T1
B1 B2
ST3ST3
ST2
ST1
ST3
ST4
ST5
Scale = 1:36.4
Plate Offsets(X,Y):[4:0-1-6,Edge], [8:0-1-6,Edge], [18:0-1-12,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.19 Horiz(TL)0.01 11 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:84 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):4-8.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings17-7-8.
(lb)-Max Horiz1=-184(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)1,11,13,14,15,16except
12=-189(LC17),17=-105(LC16),19=-191(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,11,13,14,16,17
except12=375(LC50),15=262(LC39),19=377(LC48)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-19=-274/197,10-12=-276/199
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Corner(3E)0-0-4 to2-9-12,Exterior(2N)2-9-12 to6-0-1,Corner(3R)6-0-1 to8-9-12,Exterior(2N)8-9-12 to11-7-14, Corner(3R)11-7-14 to14-9-12,Exterior(2N)14-9-12 to
17-7-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip
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=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)Gable studs spacedat2-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)1,11,15,16,14,13except(jt=lb)17=104,19=191,12=188.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
13)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
LAY04 2 12005022-12T-5025-12
T Lay-InGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:47 Page: 1
ID:Ym7suYo9fVbE67ku8V8848zPtsK-8oCXJ6?jgAGKQAuaU4eWPFyPVKt43WBwj2dKeLzPoKI
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
5x8
5
4
6
3
1 2
T1
T2
T3
B1
B2
W1
Scale = 1:49.1
Plate Offsets(X,Y):[1:0-0-10,0-1-8], [2:0-1-6,Edge], [3:0-2-12,0-2-8], [4:0-0-10,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.43 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.24 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.01 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:29 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):1-2.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings8-5-9.
(lb)-Max Horiz1=-377(LC16)
Max UpliftAlluplift100(lb)or lessat joint(s)1,4,11except5=-191(LC
16),6=-235(LC16)
Max GravAllreactions250(lb)or lessat joint(s)5except1=292(LC52),
6=409(LC48)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 3-4=-330/162
BOT CHORD 1-6=-188/339,5-6=0/303
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-3-2 to0-11-0,Exterior(2R)0-11-0 to3-11-0, Interior(1)3-11-0 to8-9-11 zone;cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C for
membersand 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 tobearingplatecapableofwithstanding25 lbupliftat joint1,191 lbupliftat joint5,6 lbupliftat joint4,235 lbupliftat joint6
and6lbupliftatjoint4.
8)NonStandardbearing condition.Reviewrequired.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
10)Graphicalpurlinrepresentationdoesnotdepictthe sizeor theorientationof thepurlinalong the topand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
LAY05 2 12005022-12T-5025-12
T Lay-InGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:47 Page: 1
ID:hj92dGwYYnmOkJjbMK0q?5zQ309-8oCXJ6?jgAGKQAuaU4eWPFyKhKrJ3ZHwj2dKeLzPoKI
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
13.4212
3x4
12 11 10 9
8
13
7
14
6
1
5
2
4
3
T1
T2
B1
B2
ST1 ST2
ST3
ST4
ST5
Scale = 1:48.8
Plate Offsets(X,Y):[3:Edge,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.50 Horiz(TL)0.01 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:66 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud*Except*ST2:2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings12-3-3.
(lb)-Max Horiz1=-321(LC17)
Max UpliftAlluplift100(lb)or lessat joint(s)8,13,14,17except1=-165
(LC33),9=-101(LC17),10=-193(LC17),11=-193(LC17),
12=-119(LC17)
Max GravAllreactions250(lb)or lessat joint(s)1,8,9,10,11,12,14,17
except13=545(LC17)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 1-2=-196/382,2-3=-264/377,4-5=-302/416
WEBS 4-13=-515/278
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-4-11 to3-7-0,Exterior(2R)3-7-0 to6-7-0, Interior(1)6-7-0 to12-2-1 zone;cantileverleftandrightexposed ; endvertical leftandrightexposed;C-C formembers
and forces&MWFRS forreactionsshown;Lumber DOL=1.60plategrip 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)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)8,14,13,8except(jt=lb)1=164,12=118,11=193,10=192,
9=100.
11)Beveledplateor shimrequired toprovide fullbearing surfacewith truss chordat joint(s)1,12,14,13,17.
12)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
LAY06 2 12005022-12T-5025-12
T Lay-InGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:47 Page: 1
ID:S5KDo1kSEmj7GEuGqs5pKnzPtwH-8oCXJ6?jgAGKQAuaU4eWPFyNDKtq3SRwj2dKeLzPoKI
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
13.42 12
3x4 1.5x4
=4x4
3x4
1 3
4
2
T1 T1
B1
ST1
Scale = 1:23
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.04 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:15 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor4-9-8ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=49/4-9-8,(min.0-1-8),3=49/4-9-8,(min.0-1-8),4=241/4-9-8,
(min.0-1-8)
Max Horiz1=70(LC13)
Max Uplift1=-1(LC17),4=-86(LC16)
Max Grav1=83(LC22),3=83(LC23),4=272(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding1lbupliftat joint1and86 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-GramercyTHLots66-67-68-69
LAY07 2 12005022-12T-5025-12
T Lay-InGable Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:41:48 Page: 1
ID:_Y8ildhVVLuKx1JknoYerezPtxd-c_mvXR0LRTOA1KTm1o9lxSUa7kDyo0s4xiNtAnzPoKH
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
=3x4 1.5x4
=4x4
1.5x4
1.5x4
=3x4 1.5x4
1.5x4
=3x4
1.5x4 =3x4
1 11
16 15 14 13 12
102
4 53 6
87 9
T1
T2
T3
T4
T5
B1 B2
W1
ST2
ST1ST1
0-1-11
0-1-11
Scale =1:38.7
Plate Offsets(X,Y):[6:0-2-0,Edge], [7:0-2-0,Edge], [9:0-2-0,Edge], [10:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.31 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.00 20 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:50 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):3-6,7-9.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-0-0ocbracing:2-16.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings18-0-14.
(lb)-MaxHoriz2=-49(LC17),17=-49(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,10,12,15,16,17,20
except13=-108(LC16)
Max GravAllreactions250(lb)or lessat joint(s)2,16,17except10=332
(LC46),12=468(LC46),13=374(LC23),15=412(LC45),
20=332(LC46)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 8-12=-313/119,5-13=-304/175,4-15=-336/132
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-4-3 to3-0-0,Exterior(2R)3-0-0 to6-0-0, Interior(1)6-0-0 to13-2-0,Exterior(2E)13-2-0 to14-2-0,Exterior(2R)14-2-0 to17-2-0, Interior(1)17-2-0 to19-7-13
zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersandforces&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=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. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Provideadequatedrainage topreventwaterponding.
8)Gablerequires continuousbottom chordbearing.
9)Gable studsspacedat4-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,12,15,10,16,2,10except(jt=lb)13=107.
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.
14)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
P01 2 12005022-12T-5025-12
T Piggyback Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:41:48 Page: 1
ID:Skh5yzi8Ge0BZAuxLW4tOszPtxc-c_mvXR0LRTOA1KTm1o9lxSUWokASo?G4xiNtAnzPoKH
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
1.5x4 =3x4 1.5x4
1.5x4 =3x4
=4x6
1.5x4 =3x4
1 9
13 12 11 10
2 8
4 53 6
7
T1
T2
T3
T4
B1 B2
ST2
ST1ST1
0-1-11
Scale =1:39.8
Plate Offsets(X,Y):[2:0-2-0,Edge], [3:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.36 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.33 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.08 Horz(CT)0.00 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:52 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):3-6.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings18-0-14.
(lb)-MaxHoriz2=55(LC16),14=55(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,8,10,11,14,17except
13=-139(LC16)
Max GravAllreactions250(lb)or lessat joint(s)except2=281(LC44),
8=289(LC24),10=415(LC2),11=406(LC43),13=424(LC
43),14=281(LC44),17=289(LC24)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 7-10=-269/152,5-11=-347/140,4-13=-315/163
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-4-3 to3-4-3, Interior(1)3-4-3 to5-0-0,Exterior(2R)5-0-0 to8-0-0, Interior(1)8-0-0 to13-8-0,Exterior(2R)13-8-0 to16-8-0, Interior(1)16-8-0 to19-7-13 zone;
cantileverleftandrightexposed ; end vertical leftandrightexposed;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=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. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Provideadequatedrainage topreventwaterponding.
8)Gablerequires continuousbottom chordbearing.
9)Gable studsspacedat4-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,10,11,8,2,8except(jt=lb)13=139.
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.
14)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
P02 2 12005022-12T-5025-12
T Piggyback Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:41:49 Page: 1
ID:SpooEDXnFXaXjd5?KoIq8CzPtwY-4AKHkn1zCnW1fU1zbVg_Ug1hL8VOXSSDAM6RiEzPoKG
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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 1.5x4
1.5x4 =3x4
1.5x4 =3x4
1 9
13 12 11 10
82
3 7
54 6
T1
T2
T1
B1 B2
ST2ST1 ST1
Scale =1:38.7
Plate Offsets(X,Y):[4:0-2-0,Edge], [6:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.26 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.10 Horz(CT)0.00 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:54 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):4-6.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings18-0-14.
(lb)-MaxHoriz2=-60(LC17),14=-60(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,8,11,14,18except
10=-135(LC17),13=-142(LC16)
Max GravAllreactions250(lb)or lessat joint(s)2,8,14,18except
10=556(LC41),11=390(LC40),13=556(LC41)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 5-11=-329/129,3-13=-403/232,7-10=-403/228
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to7-0-0, Corner(3R)7-0-0 to10-0-0,Exterior(2N)10-0-0to13-0-0, Corner(3R)13-0-0 to16-0-0,Exterior(2N)16-0-0 to19-7-13
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=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. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Provideadequatedrainage topreventwaterponding.
8)Gablerequires continuousbottom chordbearing.
9)Gable studsspacedat4-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,11,8,2,8except(jt=lb)13=141,10=135.
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.
14)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
P03 2 12005022-12T-5025-12
T Piggyback Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:41:49 Page: 1
ID:xHub0Nl4?3r_tOTSOac2t?zPtwG-4AKHkn1zCnW1fU1zbVg_Ug1hf8WOXS7DAM6RiEzPoKG
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
1.5x4
=3x4
1.5x4
=3x4
1.5x4
1.5x4
=3x4
1 9
13 12 11 10
82
3 7
54 6
T1
T2
T1
B1 B2
ST2
ST1 ST1
0-1-11
Scale =1:38.7
Plate Offsets(X,Y):[2:0-2-0,Edge], [4:0-2-0,Edge], [6:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.27 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.10 Horz(CT)0.00 17 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:55 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
except
2-0-0ocpurlins(6-0-0max.):4-6.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings18-0-14.
(lb)-MaxHoriz2=-78(LC17),14=-78(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,8,11,14,17except
10=-170(LC17),13=-172(LC16)
Max GravAllreactions250(lb)or lessat joint(s)11except2=325(LC
41),8=325(LC41),10=565(LC41),13=565(LC41),14=325
(LC41),17=325(LC41)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-13=-416/253,7-10=-416/252
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Corner(3E)0-4-3 to3-4-3,Exterior(2N)3-4-3 to9-0-0, Corner(3E)9-0-0 to11-0-0,Corner(3R)11-0-0 to14-0-0,Exterior(2N)14-0-0to19-7-13 zone; cantilever leftandright
exposed ; end vertical leftandrightexposed;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=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. Rainsurchargeapplied toallexposedsurfaceswith slopes less than0.500/12 inaccordance with IBC
1608.3.4.
5)Unbalancedsnow loadshavebeen considered for thisdesign.
6)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroof loadof15.4psfonoverhangsnon-concurrent withother live loads.
7)Provideadequatedrainage topreventwaterponding.
8)Gablerequires continuousbottom chordbearing.
9)Gable studsspacedat4-0-0oc.
10)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
11)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)2,11,8,2,8except(jt=lb)13=171,10=169.
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.
14)Graphicalpurlinrepresentationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottom chord.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
P04 2 12005022-12T-5025-12
T Piggyback Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:41:50 Page: 1
ID:6O3mJ8t_QSEQi4paXNJdpJzPtw5-YMufx72bz5euHdc99CBD0tatxYsbGvKNP0s_FgzPoKF
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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 1.5x4
=4x4
1.5x4 1.5x4
1.5x4
=3x4
1 7
11 10 9 8
62
53
4
T1 T1
B1 B2
ST2
ST1 ST1
Scale =1:38.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:56 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings18-0-14.
(lb)-MaxHoriz2=88(LC20),12=88(LC20)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,6,12,15except8=-186
(LC17),11=-187(LC16)
Max GravAllreactions250(lb)or lessat joint(s)2,6,9,12,15except
8=473(LC24),11=473(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-11=-351/224,5-8=-351/224
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-4-3 to3-4-3, Interior(1)3-4-3 to10-0-0,Exterior(2R)10-0-0 to13-0-0, Interior(1)13-0-0 to19-7-13zone; cantilever leftandrightexposed ; end verticalleftand
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)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)11=186,8=186.
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-GramercyTHLots66-67-68-69
P05 12 12005022-12T-5025-12
T Piggyback Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:41:51 Page: 1
ID:_AIG9WwUTgksBi6LmDOZ_9zPtw1-0ZR19T2EjOmlunBLjwiSZ563RyEC?LpWegbXn6zPoKE
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
6x6 =3x4
=5x6
6x6
1 5
13 12 11 10 9 8 7 6
42
3
T1 T1
B1 B2
W1
ST3
ST2
ST1
ST3
ST2
ST1
HW1 HW1
Scale =1:38.7
Plate Offsets(X,Y):[2:0-1-5,Edge], [4:0-1-5,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.83 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.90 Vert(CT)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.17 Horz(CT)0.00 23 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:68 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
WEDGE Left:2x4SPFStud
Right:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing,Except:
6-3-12ocbracing:2-13,4-6.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS Allbearings18-0-14.
(lb)-MaxHoriz2=88(LC16),20=88(LC16)
MaxUpliftAlluplift100(lb)or lessatjoint(s)2,4,8,9,10,20,23except
6=-204(LC17),7=-101(LC24),11=-101(LC23),13=-204(LC
16)
Max GravAllreactions250(lb)or lessat joint(s)2,4,7,8,10,11,20,23
except6=402(LC24),9=394(LC2),13=402(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)or lessexceptwhenshown.
WEBS 3-9=-372/162
NOTES
1)Unbalancedroof liveloadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Exterior(2E)0-4-3 to3-4-3, Interior(1)3-4-3 to10-0-0,Exterior(2R)10-0-0 to13-0-0, Interior(1)13-0-0 to19-7-13zone; cantilever leftandrightexposed ; end verticalleftand
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)2,9,10,8,4,2,4except(jt=lb)11=100,13=204,7=100,
6=203.
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-GramercyTHLots66-67-68-69
P06 2 12005022-12T-5025-12
T Piggyback Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:41:51 Page: 1
ID:4USnQyztvIv0LWydcVPynazPttP-0ZR19T2EjOmlunBLjwiSZ56vMy2z?KXWegbXn6zPoKE
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
34 33 32 31 30 2928 27 26 25 24 2322 21 20 19 18
1716
1 2 15
4 53 6
1413891011127
T1
T2
T3 T4 T5 T6
T7
W1
W16B1B1B3B2
W3 W6W7
W8 W10W12
W13W14W2
W15
W4 W4W5W4W5
W9 W10 W9 W10 W9 W10 W9 W10 W9 W11
0-1-11
0-1-11
Scale =1:100.3
PlateOffsets (X,Y):[3:0-3-0,0-1-12],[6:0-2-12,0-4-0], [13:0-2-8,Edge], [22:0-3-4,0-4-8], [29:0-4-8,0-2-8], [32:0-3-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.43 Vert(LL)-0.40 25-27 >999 360 MT20 197/144
Snow (Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.34 Vert(CT)-0.69 25-27 >940 240 MT18HS 244/190
TCDL 10.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.14 18 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:402lb FT=20%
LUMBER
TOP CHORD 2x6SPF No.2
BOT CHORD 2x6SP2400F2.0E
WEBS 2x4SPF Stud*Except*W1,W16:2x6 SPFNo.2,W15,W4,W9:2x4 SPF
No.2
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor3-0-10ocpurlins,
exceptendverticals,and2-0-0ocpurlins (2-11-5max.):3-6,7-14.
BOT CHORD Rigidceilingdirectlyappliedor10-0-0ocbracing.
WEBS 1Rowatmidpt 4-32
MiTekrecommends that Stabilizersand requiredcrossbracingbe
installedduring trusserection,inaccordance with Stabilizer
Installationguide.
REACTIONS (lb/size)18=2134/0-6-0, (min.0-1-14),34=2191/0-6-0, (min.0-2-1)
MaxHoriz34=-191 (LC14)
MaxUplift18=-432 (LC12),34=-468 (LC12)
MaxGrav18=2272 (LC45),34=2524 (LC45)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexceptwhenshown.
TOP CHORD 2-3=-1720/379,3-4=-3120/648,4-35=-4428/871,35-36=-4428/871,36-37=-4428/871,5-37=-4428/871,5-6=-4430/872,
6-7=-5262/1054,7-8=-5341/1109,8-38=-5339/1108,38-39=-5339/1108,9-39=-5339/1108,9-40=-5243/1134,
10-40=-5243/1134,10-11=-5243/1134,11-12=-5243/1134,12-41=-4617/1005,13-41=-4625/1005,13-14=-3493/768,
14-15=-3659/780,15-42=-3126/667,42-43=-3127/664,16-43=-3184/647,2-34=-2486/598,16-18=-2167/534
BOT CHORD 32-33=-243/1574,31-32=-474/3118,30-31=-892/5321,29-30=-891/5319,28-29=-891/5319,27-28=-773/4689,
26-27=-1003/5517,25-26=-1003/5517,24-25=-1003/5517,23-24=-834/4621,22-23=-597/3469,21-22=-597/3469,
20-21=-561/3288,19-20=-497/2797,18-19=-73/307
WEBS 3-33=-1577/347,6-28=-1251/276,7-28=-217/1271,13-21=-1220/331,15-20=-159/619,15-19=-621/185,2-33=-416/2220,
16-19=-459/2565,3-32=-535/2654,6-31=-1535/311,4-32=-2081/469,4-31=-429/2180,5-31=-419/139,7-27=-257/1034,
8-27=-504/181,9-27=-410/106,9-24=-427/84,10-24=-329/161,12-24=-205/967,12-23=-1185/329,13-23=-373/1748,
14-21=-246/1113
NOTES
1)Unbalanced roofliveloadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf; BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzoneand C-C
Exterior(2E) -1-2-12 to3-5-0, Exterior(2R)3-5-0 to8-10-3, Interior (1)8-10-3 to16-11-0, Exterior(2R)16-11-0 to22-4-3, Interior (1)22-4-3to44-2-8, Exterior(2R)44-2-8to
49-7-11, Interior (1)49-7-11to55-2-12zone;cantileverleftand rightexposed ; endverticalleftand 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=1.15 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 toallexposedsurfaceswithslopesless than0.500/12inaccordance with IBC
1608.3.4.
4)Unbalancedsnowloadshavebeenconsidered for thisdesign.
5)This trusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00 times flat roofloadof15.4psfonoverhangsnon-concurrent withotherliveloads.
6)Provideadequatedrainage toprevent waterponding.
7)AllplatesareMT20platesunlessotherwiseindicated.
8)This trusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads.
9)Providemechanicalconnection(byothers)of truss tobearingplatecapableof withstanding468lbupliftatjoint34and432lbupliftatjoint18.
10)This trussisdesignedinaccordancewiththe2018 International Residential Codesections R502.11.1and R802.10.2and referencedstandardANSI/TPI1.
11)Graphicalpurlin representationdoesnotdepict thesizeor theorientationof thepurlinalong the topand/orbottomchord.
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T01 2 12005022-12T-5025-12
T RoofSpecial JobReference (optional)
Run:8.4 S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:52 Page: 1
ID:7d56ve?mc4N6BabNFEpo8azPqqO-Ul?QMp3sUiucWxmXGdDh5IfBVLXykbSgsKL5JYzPoKD
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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-GramercyTHLots66-67-68-69
T01 2 12005022-12T-5025-12
T RoofSpecial Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:52 Page: 2
ID:7d56ve?mc4N6BabNFEpo8azPqqO-Ul?QMp3sUiucWxmXGdDh5IfBVLXykbSgsKL5JYzPoKD
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
32
31 30 29 28 27 26 25 24 23 22 21 2019 18
17
1615
1 142
1312
43 5
7 8 9 106 11
T1
T2
T3 T4 T5
T6
T7
T8
W1
W18B1B3B3B2
W3 W4 W5 W4 W6W7
W8 W8
W11 W12W13W14
W15W2
W17
W16
W9 W9W10W9W10W9W10
0-1-11
Scale=1:97.9
PlateOffsets (X,Y):[3:0-3-8,0-2-4],[5:0-2-12,0-4-0],[11:0-3-8,0-3-0], [12:0-2-8,0-3-4],[18:0-3-8,0-2-8],[30:0-3-0,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.38 Vert(LL)-0.35 24-25 >999 360 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.90 Vert(CT)-0.61 24-25 >999 240
TCDL 10.0 RepStress Incr YES WB 0.83 Horz(CT)0.18 17 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:375 lb FT=20%
LUMBER
TOPCHORD 2x6SPFNo.2
BOTCHORD 2x6SPFNo.2
WEBS 2x4SPFStud*Except*W4,W2,W17,W9:2x4SPFNo.2,W1,W18:2x6
SPF No.2
BRACING
TOP CHORD Structuralwoodsheathingdirectlyappliedor3-2-7ocpurlins,
exceptendverticals,and2-0-0ocpurlins (3-1-11max.):3-5,6-11,
12-13.
BOT CHORD Rigidceilingdirectlyappliedor8-4-14ocbracing.
WEBS 1Rowat midpt 5-30,5-27,8-25,8-23
MiTekrecommendsthatStabilizersand requiredcrossbracingbe
installedduringtrusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)17=2113/0-6-0, (min.0-3-8),32=2167/0-6-0, (min.0-3-14)
Max Horiz32=-201(LC14)
Max Uplift17=-377(LC12),32=-427(LC16)
Max Grav17=2228 (LC49),32=2450(LC49)
FORCES (lb)-Max.Comp./Max.Ten.-Allforces250 (lb)orlessexcept whenshown.
TOPCHORD 2-33=-2247/479,3-33=-2187/489,3-34=-3754/797,4-34=-3758/797,4-35=-3758/797,35-36=-3757/797,5-36=-3755/797,
5-6=-4828/1008,6-37=-4759/992,7-37=-4759/992,7-38=-4757/991,8-38=-4757/991,8-9=-4291/904,9-39=-4291/904,
39-40=-4291/904,10-40=-4291/904,10-11=-4293/905,11-12=-3789/831,12-13=-3389/789,13-41=-3444/789,
41-42=-3485/776,14-42=-3489/772,14-43=-2856/661,15-43=-2903/645,2-32=-2400/612,15-17=-2136/540
BOTCHORD 30-31=-320/2018,29-30=-780/4834,28-29=-780/4834,27-28=-778/4835,26-27=-655/4298,25-26=-655/4298,
24-25=-755/4752,23-24=-755/4752,22-23=-533/3386,21-22=-533/3386,20-21=-592/3389,19-20=-548/3152,
18-19=-490/2545
WEBS 3-31=-1197/292,3-30=-505/2592,4-30=-608/213,5-30=-1609/296,5-27=-1234/294,6-27=-234/1256,11-21=-88/401,
12-21=-356/177,12-20=-1412/296,13-20=-225/1228,14-19=-138/790,2-31=-421/2351,15-18=-476/2407,
14-18=-733/206,6-25=-187/775,11-23=-309/1527,7-25=-521/191,8-23=-762/149,10-23=-521/191
NOTES
1)Unbalancedroofliveloadshavebeenconsideredforthisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat.II;Exp C;Enclosed; MWFRS (envelope)exteriorzoneand C-C
Exterior(2E)-1-2-12 to4-2-7, Interior(1)4-2-7to5-5-0,Exterior(2R)5-5-0to10-9-0, Interior(1)10-9-0to18-11-0,Exterior(2R)18-11-0to24-3-10, Interior(1)24-3-10to
40-9-0,Exterior(2E)40-9-0to45-2-8, Interior(1)45-2-8 to46-2-8,Exterior(2R)46-2-8 to51-7-11,Interior (1)51-7-11to55-2-12zone;cantileverleftandrightexposed;end
vertical leftand rightexposed;C-Cfor membersand forces& MWFRSfor reactionsshown;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(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. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordance with IBC
1608.3.4.
4)Unbalancedsnow loadshavebeenconsidered forthisdesign.
5)This trusshasbeendesignedforgreaterof minroofliveloadof12.0psfor2.00timesflatroofloadof15.4psfonoverhangsnon-concurrent withotherliveloads.
6)Provideadequatedrainagetoprevent waterponding.
7)This trusshasbeendesignedfora10.0psfbottomchord liveloadnonconcurrentwithanyotherliveloads.
8)Provide mechanicalconnection(byothers)of truss tobearingplatecapableof withstanding427lbupliftatjoint32and377lbupliftatjoint17.
9)This trussisdesignedinaccordancewiththe2018 InternationalResidentialCodesectionsR502.11.1andR802.10.2andreferencedstandardANSI/TPI1.
10)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationofthepurlinalong the topand/orbottomchord.
LOAD CASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T02 2 12005022-12T-5025-12
T RoofSpecial Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries,Inc.FriApr1714:41:54 Page: 1
ID:XtDXMo8Lp3V_GcpU_IsrEnzPqeb-Q87AnV560J8KlFwwO2G9BjkXh93bCX1yKeqBORzPoKB
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
38 37 36 3534 33 32 31 30 29 28 27 2625 24 23 22 21 20
1918
1712
15163
54 14768
10 11 12 139
T1
T2 T3 T4
T5 T6 T7
T8
T9
T1
W1
W25
B1 B3B1B2
W5 W6 W7W8W9 W12W13
W14 W14
W17
W19W20W21W2
W24
W5
W18
W22W23
W10W10W11
W4W3
W15 W15W16W15W16
0-1-11
Scale=1:97.9
PlateOffsets (X,Y):[2:0-2-7,0-3-0],[4:0-3-0,0-0-12],[5:0-5-4,0-2-8],[6:0-3-0,0-2-8],[8:0-2-12,0-4-0], [15:0-2-12,0-3-0], [18:0-2-11,0-2-8],[21:0-3-8,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 PlateGrip DOL 1.15 TC 0.74 Vert(LL)-0.34 28-30 >999 360 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 0.80 Vert(CT)-0.63 28-30 >999 240 MT18HS 197/144
TCDL 10.0 RepStress Incr YES WB 0.97 Horz(CT)0.24 20 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:371 lb FT=20%
LUMBER
TOPCHORD 2x6SPFNo.2*Except*T1,T2,T9:2x4SPFNo.2
BOTCHORD 2x4SPF1650F1.5E*Except*B3:2x4SPFNo.2
WEBS 2x4SPFStud*Except*W13,W14,W15,W17,W16,W10:2x4SPFNo.2
BRACING
TOP CHORD Structuralwoodsheathingdirectlyappliedor3-3-5ocpurlins,
exceptendverticals,and2-0-0ocpurlins (3-1-7max.):4-5,6-8,
9-13,15-16.
BOT CHORD Rigidceilingdirectlyappliedor7-5-7ocbracing.
WEBS 1Rowat midpt 5-35,8-30,10-28,10-27,12-27,
8-33
MiTekrecommendsthatStabilizersand requiredcrossbracingbe
installedduringtrusserection,inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)20=2096/0-6-0, (min.0-3-8),38=2148/0-6-0, (min.0-3-10)
Max Horiz38=-220(LC14)
Max Uplift20=-369(LC17),38=-447(LC16)
Max Grav20=2233 (LC54),38=2328(LC53)
FORCES (lb)-Max.Comp./Max.Ten.-Allforces250 (lb)orlessexcept whenshown.
TOPCHORD 2-39=-1417/372,3-39=-1413/383,3-40=-2128/534,4-40=-2099/540,4-5=-2981/736,5-6=-3289/815,6-41=-3742/912,
7-41=-3743/912,7-42=-3744/912,42-43=-3742/912,8-43=-3741/912,8-9=-4221/1024,9-44=-4033/985,
44-45=-4034/984,10-45=-4034/984,10-46=-3805/937,11-46=-3805/937,11-47=-3805/937,12-47=-3805/937,
12-48=-3807/938,13-48=-3807/938,13-49=-3413/892,14-49=-3461/883,14-50=-3519/901,50-51=-3534/891,
15-51=-3553/889,15-16=-2679/727,16-52=-2987/786,17-52=-3018/779,17-53=-2356/619,18-53=-2407/607,
2-38=-2294/619,18-20=-2186/553
BOTCHORD 36-37=-273/1244,35-36=-359/1941,34-35=-531/2937,33-34=-520/2984,32-33=-731/4202,31-32=-731/4202,
30-31=-730/4202,29-30=-614/3766,28-29=-614/3766,27-28=-648/4032,26-27=-510/3095,25-26=-577/3161,
24-25=-577/3161,23-24=-630/3139,22-23=-631/3139,21-22=-458/2107
WEBS 4-36=-1128/256,4-35=-464/2138,5-35=-1766/418,8-30=-1156/320,9-30=-253/1194,9-28=-135/564,13-27=-254/1236,
13-26=-134/554,14-26=-534/221,15-22=-1741/362,16-22=-265/1157,2-37=-424/2000,18-21=-509/2254,
10-28=-339/173,10-27=-388/112,12-27=-576/209,17-22=-137/894,17-21=-921/256,8-33=-991/204,6-33=-344/1630,
7-33=-453/162,3-36=-256/1368,3-37=-1530/370
NOTES
1)Unbalancedroofliveloadshavebeenconsideredforthisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat.II;Exp C;Enclosed; MWFRS (envelope)exteriorzoneand C-C
Exterior(2E)-1-2-12 to4-2-7, Interior(1)4-2-7to5-9-8,Exterior(2E)5-9-8to9-1-8,Interior (1)9-1-8 to10-9-0,Exterior(2R)10-9-0 to16-2-3,Interior(1)16-2-3 to20-11-0,
Exterior(2R)20-11-0to26-4-3,Interior (1)26-4-3to38-9-0,Exterior(2R)38-9-0to44-2-3, Interior(1)44-2-3 to48-2-8,Exterior(2R)48-2-8 to53-7-11,Interior(1)53-7-11to
55-2-12zone;cantileverleftand rightexposed;endvertical leftand rightexposed;C-Cfor membersand forces& MWFRSfor reactionsshown;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(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. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopesless than0.500/12inaccordance with IBC
1608.3.4.
4)Unbalancedsnow loadshavebeenconsidered forthisdesign.
5)This trusshasbeendesignedforgreaterof minroofliveloadof12.0psfor2.00timesflatroofloadof15.4psfonoverhangsnon-concurrent withotherliveloads.
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T03 2 12005022-12T-5025-12
T RoofSpecial Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries,Inc.FriApr1714:41:57 Page: 1
ID:o4?ByujS4biXDPxZT?Ztw5zPqTX-rjpJPW7_JEWvcifV3BpsoMMyLM7wPrXP0c2s?mzPoK8
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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)Provideadequatedrainagetopreventwaterponding.
7)AllplatesareMT20platesunlessotherwise indicated.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyotherliveloads.
9)Providemechanical connection(byothers)of trusstobearingplate capableof withstanding447 lbupliftat joint38and369lbupliftat joint20.
10)This truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
11)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T03 2 12005022-12T-5025-12
T RoofSpecial Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:41:57 Page: 2
ID:o4?ByujS4biXDPxZT?Ztw5zPqTX-rjpJPW7_JEWvcifV3BpsoMMyLM7wPrXP0c2s?mzPoK8
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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.
33 32 31 3029 28 27 26 25 24 23 2221 20 1918 17
1615
1 13 142
43
12
65 7
9 108 11
T1
T2
T3
T4
T5 T6
T7
T8
T1W1
W23
B1 B3B1B2
W3 W4 W5 W6
W7 W10W11
W12 W15
W19W20W21W2
W22
W8 W8W9
W13 W13W14W13W14
W16 W17
W18
0-1-11
0-1-11
0-1-11
Scale=1:95.8
PlateOffsets (X,Y):[2:0-2-7,0-3-0],[3:0-3-0,0-0-12],[4:0-5-4,0-2-8], [5:0-3-0,0-2-12], [7:0-2-12,0-4-0], [11:0-2-0,0-0-12], [13:0-5-0,0-2-0], [15:0-2-12,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 PlateGripDOL 1.15 TC 0.69 Vert(LL)-0.28 26-27 >999 360 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.55 24-26 >999 240 MT18HS 197/144
TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.22 17 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:358lb FT=20%
LUMBER
TOP CHORD 2x4 SPF No.2*Except*T3,T4,T5,T6:2x6 SPF No.2,T7:2x4 SPF1650F
1.5E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2*Except*
W3,W4,W5,W17,W18,W19,W20,W21,W1,W2,W23:2x4 SPF Stud
BRACING
TOP CHORD Structural woodsheathingdirectlyappliedor2-11-11ocpurlins,
exceptendverticals,and2-0-0ocpurlins(3-3-14max.):3-4,5-7,
8-11,13-14.
BOT CHORD Rigidceilingdirectlyappliedor6-0-0ocbracing.
WEBS 1 Rowatmidpt 4-31,7-26,12-22,7-28,8-24,9-24,
9-23,10-23
MiTekrecommends that Stabilizersandrequiredcrossbracingbe
installedduring trusserection,inaccordancewithStabilizer
Installationguide.
REACTIONS (lb/size)17=2076/0-6-0,(min.0-3-11),33=2128/0-6-0, (min.0-3-8)
Max Horiz33=-232 (LC14)
Max Uplift17=-391 (LC17),33=-466 (LC16)
MaxGrav17=2350 (LC53),33=2245(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250 (lb)orlessexcept whenshown.
TOP CHORD 2-3=-1588/448,3-4=-2668/703,4-5=-3120/803,5-34=-3320/879,6-34=-3322/878,6-35=-3323/879,35-36=-3320/879,
7-36=-3320/879,7-8=-3654/973,8-9=-3370/914,9-37=-3207/878,37-38=-3207/878,38-39=-3207/878,39-40=-3207/878,
10-40=-3207/878,10-11=-3215/881,11-41=-3082/850,41-42=-3122/825,12-42=-3126/822,12-43=-3291/855,
43-44=-3390/854,13-44=-3471/838,13-14=-2412/595,14-45=-2730/640,15-45=-2813/625,2-33=-2211/616,
15-17=-2301/559
BOT CHORD 31-32=-344/1448,30-31=-595/2617,29-30=-546/2771,28-29=-546/2771,27-28=-692/3632,26-27=-692/3632,
25-26=-578/3256,24-25=-578/3256,23-24=-588/3367,22-23=-479/2765,21-22=-586/3018,20-21=-586/3018,
19-20=-625/3062,18-19=-627/3059
WEBS 3-32=-1331/340,3-31=-509/2211,4-31=-1765/475,7-26=-1123/343,8-26=-290/1151,11-22=-140/605,12-22=-682/266,
12-20=0/262,13-18=-1952/416,14-18=-212/1040,2-32=-427/1986,15-18=-501/2512,5-28=-291/1317,7-28=-747/166,
6-28=-441/151,8-24=-100/424,11-23=-218/1020,9-24=-284/139,9-23=-368/122,10-23=-514/176
NOTES
1)Unbalanced roofliveloadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph (3-secondgust)Vasd=91mph;TCDL=5.0psf; BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS (envelope)exteriorzoneandC-C
Exterior(2E) -1-2-12 to7-1-8, Interior (1)7-1-8 to12-9-0,Exterior(2R)12-9-0to18-2-3, Interior(1)18-2-3to22-11-0,Exterior(2R)22-11-0 to28-4-3,Interior(1)28-4-3to
36-9-0,Exterior(2R)36-9-0to42-2-3, Interior (1)42-2-3to50-2-8, Exterior(2E)50-2-8 to55-2-12zone;cantileverleftand rightexposed ; endverticalleftand 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=1.15 Plate DOL=1.15); Pg=20.0psf; Pf=20.4psf (Lum DOL=1.15Plate DOL=1.15);Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10,Lu=50-0-0;Min. flat roofsnowloadgoverns. Rainsurchargeapplied toallexposedsurfaces withslopeslessthan0.500/12inaccordance with IBC
1608.3.4.
4)Unbalancedsnowloadshavebeenconsideredfor thisdesign.
5)Thistrusshasbeendesigned forgreaterofmin roofliveloadof12.0psfor2.00times flat roofloadof15.4psfonoverhangsnon-concurrentwithotherliveloads.
6)Provideadequatedrainage toprevent waterponding.
7)AllplatesareMT20platesunlessotherwiseindicated.
8)Thistrusshasbeendesigned fora10.0psfbottomchordliveloadnonconcurrentwithanyotherliveloads.
9)Providemechanicalconnection (byothers)of trusstobearingplatecapableof withstanding466lbupliftatjoint33and391lbupliftatjoint17.
Job Truss TrussType Qty Ply DWH-Gramercy THLots66-67-68-69
T04 2 12005022-12T-5025-12
T RoofSpecial JobReference (optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries,Inc.FriApr1714:42:02 Page: 1
ID:qPR02u?309zxrDkqO7RfySzPqPH-jU2pFuAVNT1K5KyGI0uozCXf1_TULgp_xE038XzPoK4
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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 truss isdesigned inaccordance withthe2018International Residential Code sectionsR502.11.1and R802.10.2andreferenced standardANSI/TPI1.
11)Graphicalpurlinrepresentationdoesnotdepictthesizeor theorientationof thepurlinalongthetopand/orbottom chord.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T04 2 12005022-12T-5025-12
T RoofSpecial Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:42:02 Page: 2
ID:qPR02u?309zxrDkqO7RfySzPqPH-jU2pFuAVNT1K5KyGI0uozCXf1_TULgp_xE038XzPoK4
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
95.00 lb/ft60.00 lb/ft to0.00lb/ft
27 26 25 2423 22 21 20 19 18 17 16
151412
13
3
4 12115
6 7 8 9 10
T2
T1
T3 T3
T4
T5
W1 W15
B1 B3B3B2
W7 W10
W2
W11
W3
W6
W4
W5
W8W9W8W8W9
W12
W13 W14
Scale =1:89.3
Plate Offsets(X,Y):[2:0-2-12,0-2-0], [10:0-3-0,0-2-7], [26:0-3-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGrip DOL 1.15 TC 0.79 Vert(LL)-0.23 20-22 >999 360 MT20 197/144
Snow(Pf/Pg)20.4/20.0 LumberDOL 1.15 BC 1.00 Vert(CT)-0.47 20-22 >999 240 MT18HS 197/144
TCDL 10.0 RepStress Incr NO WB 1.00 Horz(CT)0.23 16 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:305 lb FT=20%
LUMBER
TOPCHORD 2x6SPF No.2*Except*T4,T5:2x4SPF No.2
BOTCHORD 2x4SPF No.2
WEBS 2x4SPF No.2*Except*W1,W15:2x6SPFNo.2,
W3,W4,W5,W13,W14:2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor2-6-11ocpurlins,
exceptend verticals,and2-0-0ocpurlins(3-7-7max.):6-10.
BOT CHORD Rigidceilingdirectlyappliedor7-0-14ocbracing.
WEBS 1Rowatmidpt 7-22,7-20,9-20,5-24,11-19,13-16
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)16=2181/0-6-0,(min.0-3-11),27=3150/0-6-0,(min.0-5-2)
Max Horiz27=-201(LC14)
Max Uplift16=-432(LC17),27=-675(LC16)
Max Grav16=2332(LC2),27=3284(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOPCHORD 2-28=-3527/797,28-29=-3429/794,29-30=-3393/788,3-30=-3284/773,3-31=-3971/927,4-31=-3738/899,4-5=-3589/883,
5-32=-3547/872,6-32=-3336/856,6-7=-3445/851,7-33=-3369/831,8-33=-3369/831,8-34=-3369/831,9-34=-3369/831,
9-10=-3373/833,10-11=-3155/777,11-12=-3147/740,12-35=-3163/738,35-36=-3232/726,13-36=-3304/722,
14-37=-302/122,2-27=-3230/789,14-16=-349/202
BOTCHORD 25-26=-685/3067,24-25=-701/3364,23-24=-588/3012,22-23=-588/3012,21-22=-633/3445,20-21=-633/3445,
19-20=-416/2766,18-19=-504/2924,17-18=-504/2924,16-17=-515/2706
WEBS 6-24=-240/916,10-20=-319/1083,10-19=-120/534,2-26=-672/3284,7-22=-501/269,6-22=-195/774,7-20=-274/124,
9-20=-662/241,5-24=-962/361,3-26=-1317/346,3-25=-82/498,11-19=-484/249,13-17=-39/422,13-16=-3156/598
NOTES
1)Unbalancedroof live loadshavebeenconsidered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-0-10-12 to4-4-1, Interior(1)4-4-1 to15-2-0,Exterior(2R)15-2-0to22-6-13, Interior(1)22-6-13 to35-2-0,Exterior(2R)35-2-0 to42-6-13, Interior(1)42-6-13 to
53-2-12 zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategrip
DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:Lum DOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=20.4psf(LumDOL=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 snowloadgoverns. Rain surchargeapplied toallexposedsurfaceswith slopes less than0.500/12inaccordancewith IBC
1608.3.4.
4)Unbalanced snow loadshavebeenconsidered for thisdesign.
5)This trusshasbeendesigned forgreaterofminrooflive loadof12.0psfor2.00 times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)Provideadequatedrainage topreventwaterponding.
7)AllplatesareMT20platesunlessotherwiseindicated.
8)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
9)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding675 lbupliftat joint27and432lbupliftat joint16.
10)This truss is designed inaccordancewith the2018 International Residential CodesectionsR502.11.1andR802.10.2andreferenced standardANSI/TPI1.
11)Graphicalpurlinrepresentationdoesnotdepict the sizeor theorientationof thepurlinalong the topand/orbottom chord.
LOAD CASE(S)Standard
1)Dead + Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T05 20 12005022-12T-5025-12
T PiggybackBase Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400 S Mar102020MiTekIndustries, Inc.FriApr1714:42:05 Page: 1
ID:aYFdHWN82n9lsZeqxSsx?NzPqET-cFIK5GD0QiXmaxG1Xsyl72hJbbpfHT6ass_HHIzPoK0
Continuedonpage 2
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
UniformLoads(lb/ft)
Vert:1-2=-51,2-28=-51,6-32=-51,6-10=-61,10-14=-51,14-15=-51,16-27=-20
TrapezoidalLoads(lb/ft)
Vert:28=-206-to-29=-202,29=-202-to-30=-196,30=-196-to-3=-192,3=-192-to-31=-177,31=-177-to-4=-170,4=-170-to-5=-164,5=-164-to-32=-146
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T05 20 12005022-12T-5025-12
T PiggybackBase Job Reference(optional)
Run:8.4S0Mar102020Print:8.400SMar102020MiTekIndustries, Inc.FriApr1714:42:05 Page: 2
ID:aYFdHWN82n9lsZeqxSsx?NzPqET-cFIK5GD0QiXmaxG1Xsyl72hJbbpfHT6ass_HHIzPoK0
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
10 12
3x4
=3x4
=3x4
=3x4
3x4
5176
42
3
T1 T1
W1 W1B1
Scale = 1:25.2
Plate Offsets(X,Y):[3:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)0.00 6-7 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.06 Vert(CT)-0.01 6-7 >999 240
TCDL 10.0 RepStress Incr YES WB 0.00 Horz(CT)0.00 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight:12 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-4-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)6=144/0-4-0,(min.0-1-8),7=144/0-4-0,(min.0-1-8)
Max Horiz7=-70(LC14)
Max Uplift6=-39(LC17),7=-39(LC16)
Max Grav6=185(LC24),7=185(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Bearingat joint(s)7,6 considersparallel tograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner shouldverify capacityofbearing surface.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding39 lbupliftat joint7and39 lbupliftat joint6.
9)This truss is designed inaccordance with the2018 International ResidentialCodesections R502.11.1and R802.10.2andreferenced standardANSI/TPI1.
LOADCASE(S)Standard
Job Truss TrussType Qty Ply DWH-GramercyTHLots66-67-68-69
T06 24 12005022-12T-5025-12
T Common Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:07 Page: 1
ID:ZwBkfAlEWNMn9?VVINLC7?zPrts-YeP4WxFGyJnUpFQQfH?DCTnqBOjmlc9tJ9TNLBzPoK_
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
3x8 1.5x4
3x4
=3x4
3x4
1
7
6
5
2
3
4
T1 W4
W1
B1
W3W2
Scale = 1:31.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.23 Vert(LL)0.03 6-7 >999 360 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.14 Vert(CT)0.02 6-7 >999 240
TCDL 10.0 RepStress Incr YES WB 0.16 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:27 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 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)5=206/0-1-8,(min.0-1-8),7=292/0-4-0,(min.0-1-8)
Max Horiz7=144(LC16)
Max Uplift5=-109(LC16),7=-65(LC13)
Max Grav5=289(LC23),7=343(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
TOP CHORD 2-8=-252/172,2-7=-297/275
BOT CHORD 7-10=-296/168,6-10=-296/168,5-6=-296/168
WEBS 3-5=-295/523,3-6=-289/147
NOTES
1)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)-1-2-12 to1-9-4, Interior(1)1-9-4 to6-2-4 zone;cantileverleftexposed ; end vertical leftexposed;porch leftandrightexposed;C-Cformembersand forces &
MWFRS forreactionsshown;Lumber DOL=1.60plategrip DOL=1.60
2)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loadshavebeen considered for thisdesign.
4)This trusshasbeendesigned forgreaterofminroof live loadof12.0psfor2.00times flatroofloadof15.4psfonoverhangsnon-concurrentwithother live loads.
5)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
6)Bearingat joint(s)5considersparalleltograin valueusingANSI/TPI1angle tograin formula.Buildingdesigner should verifycapacityofbearing surface.
7)Providemechanical connection(byothers)of truss tobearingplateat joint(s)5.
8)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding65 lbupliftat joint7and109 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-GramercyTHLots66-67-68-69
T07 6 12005022-12T-5025-12
T Jack-Closed Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:07 Page: 1
ID:ezppLoayymNMnCYWfbZdlrzPrrV-YeP4WxFGyJnUpFQQfH?DCTnooOhZlaetJ9TNLBzPoK_
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
1.5x4
=4x4
1.5x4
1 5
2 4
3
T1 T1
B1
ST2
ST1 ST1
Scale =1:24.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:30 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings11-0-0.
(lb)-MaxHoriz1=-48(LC21)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,5except6=-114(LC17),
8=-115(LC16)
Max GravAllreactions250(lb)or lessat joint(s)1,5,7except6=348(LC
23),8=348(LC22)
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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Corner(3E)0-0-8 to3-0-8,Exterior(2N)3-0-8 to5-6-8, Corner(3R)5-6-8 to8-6-8,Exterior(2N)8-6-8 to11-0-8 zone; cantileverleftandrightexposed ; end vertical leftandright
exposed;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)Gablerequires continuousbottom chordbearing.
7)Gable studsspacedat2-0-0oc.
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=114,6=113.
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-GramercyTHLots66-67-68-69
V01 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:42:08 Page: 1
ID:59clQXoLIOY445VAZb1w2EzPtjH-0qzTjHGujdvLRO_cC_WSlgJzuo2EU2N0YpDxsdzPoJz
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
=4x4
3
1
2
T1 T1
B1
ST1
Scale = 1:20.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.14 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.15 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:17 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor7-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=44/7-0-0,(min.0-1-8),3=73/7-0-0,(min.0-1-8),4=339/7-0-0,
(min.0-1-8)
Max Horiz1=-33(LC17)
Max Uplift1=-25(LC16),3=-23(LC17),4=-74(LC17)
Max Grav1=98(LC22),3=97(LC23),4=382(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-7-7 to3-6-8,Exterior(2R)3-6-8 to6-6-8, Interior(1)6-6-8 to7-0-8zone; cantileverleftandrightexposed;endvertical leftandrightexposed;C-C formembers
and forces&MWFRS forreactionsshown;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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding25 lbupliftat joint1,23 lbupliftatjoint3and74 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-GramercyTHLots66-67-68-69
V02 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:08 Page: 1
ID:S6PeTEsT7wAMAtN7M8c5lHzPtjC-0qzTjHGujdvLRO_cC_WSlgJz?o1eU3R0YpDxsdzPoJz
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
=3x4
3
1
2
T1 T1
B1
Scale = 1:19.9
Plate Offsets(X,Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.03 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:6 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=86/3-0-0,(min.0-1-8),3=86/3-0-0,(min.0-1-8)
Max Horiz1=-15(LC17)
Max Uplift1=-18(LC16),3=-23(LC17)
Max Grav1=97(LC2),3=97(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding18 lbupliftat joint1and23 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-GramercyTHLots66-67-68-69
V03 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:09 Page: 1
ID:OVXOuwukfYQ4QAXWTZfZqizPtjA-U0XrxdGWUw1C3YZpmi1hIusAMCPPDVfAnTyUP3zPoJy
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
1 9
2 8
73
4 6
5
T1 T1
B1 B2
ST4
ST3
ST2
ST1
ST3
ST2
ST1
Scale =1:35.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.08 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.06 Horiz(TL)0.00 9 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight:62 lb FT = 20%
LUMBER
TOPCHORD 2x4SPF No.2
BOTCHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor10-0-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings18-6-0.
(lb)-MaxHoriz1=-82(LC17)
MaxUpliftAlluplift100(lb)or lessatjoint(s)1,9,10,11,12,14,15,17
Max GravAllreactions250(lb)or lessat joint(s)1,9,11,12,13,14,15
except10=258(LC36),17=258(LC35)
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=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneand C-C
Corner(3E)0-0-8 to3-3-8,Exterior(2N)3-3-8 to9-3-8, Corner(3R)9-3-8 to12-3-8,Exterior(2N)12-3-8to18-6-8 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)Allplatesare1.5x4MT20unlessotherwise indicated.
7)Gablerequires continuousbottom chordbearing.
8)Gable studsspacedat2-0-0oc.
9)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
10)Providemechanical connection(byothers)of truss tobearingplate capableof withstanding100 lbupliftatjoint(s)1,9,14,15,17,12,11,10.
11)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-GramercyTHLots66-67-68-69
V04 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4 S0Mar102020 Print:8.400S Mar102020MiTek Industries, Inc.FriApr1714:42:10 Page: 1
ID:dEaon??NXJZo?ZjFVyJgiczPtj1-U0XrxdGWUw1C3YZpmi1hIus9TCOuDViAnTyUP3zPoJy
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
1.5x4
3x4
7
4
31
2
W1
T1
T2
B1
ST1
ST2
Scale = 1:28.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-P
BCDL 10.0 Weight:35 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS Allbearings11-8-0.
(lb)-Max Horiz7=-102(LC12)
Max UpliftAlluplift100(lb)or lessat joint(s)4,6,7except5=-157(LC
17)
Max GravAllreactions250(lb)or lessat joint(s)4,7except5=376(LC
23),6=292(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 3-5=-297/272
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to3-10-0,Exterior(2R)3-10-0 to6-10-0, Interior(1)6-10-0 to11-0-15zone; 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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding100 lbupliftatjoint(s)7,4,6except(jt=lb)5=157.
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-GramercyTHLots66-67-68-69
V05 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:10 Page: 1
ID:SOx3124879JyjUAOsDQ4xtzPtix-yD5D8zH8FE93gi8?KPYwq5PHAcksyxaJ?7i2xWzPoJx
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
3x4
=4x4
3x4
5
3
1
2
W1
T1
T2
B1
ST1
Scale = 1:24.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.56 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.19 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.07 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-P
BCDL 10.0 Weight:26 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
WEBS 2x4SPFStud
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor6-0-0ocpurlins,
exceptend verticals.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)3=175/9-8-0,(min.0-1-8),4=341/9-8-0,(min.0-1-8),
5=116/9-8-0,(min.0-1-8)
Max Horiz5=-59(LC14)
Max Uplift3=-62(LC17),4=-40(LC17),5=-65(LC16)
Max Grav3=213(LC23),4=382(LC2),5=169(LC22)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-268/216
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-1-12 to3-1-12, Interior(1)3-1-12 to3-10-0,Exterior(2R)3-10-0 to6-10-0, Interior(1)6-10-0 to9-0-15 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=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding65 lbupliftat joint5,62 lbupliftatjoint3and40 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-GramercyTHLots66-67-68-69
V06 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4 S 0Mar102020Print:8.400 S Mar102020MiTek Industries, Inc.FriApr1714:42:11 Page: 1
ID:szcCf460Q4hXaxvzXLznZVzPtiu-RPfbMJIm0YHwIsjBu739NJxOe?2ghO4TEnRbTyzPoJw
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
=4x4
1 3
2
T1 T1
B1
ST1
Scale = 1:21.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.18 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.18 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.08 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:19 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
OTHERS 2x4SPFStud
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor7-8-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor6-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.REACTIONS (lb/size)1=49/7-8-0,(min.0-1-8),3=49/7-8-0,(min.0-1-8),4=444/7-8-0,
(min.0-1-8)
Max Horiz1=33(LC16)
Max Uplift1=-17(LC16),3=-24(LC17),4=-96(LC16)
Max Grav1=95(LC22),3=95(LC23),4=502(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
WEBS 2-4=-344/272
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E)0-0-0 to3-0-0, Interior(1)3-0-0 to3-10-0,Exterior(2R)3-10-0 to6-10-0, Interior(1)6-10-0 to7-8-0zone; cantileverleftandrightexposed ; endvertical leftand
rightexposed;C-C formembersand forces&MWFRS forreactions shown;LumberDOL=1.60plategripDOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding17 lbupliftat joint1,24 lbupliftatjoint3and96 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-GramercyTHLots66-67-68-69
V07 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:12 Page: 1
ID:DwQ5jnA9EcKpgjnxKuZyGZzPtip-vbDzZfJPnrPmw0INRqaOvWUfGPO1Qr4cTRB8?OzPoJv
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
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
=3x4
1 3
2
T1 T1
B1
Scale = 1:18.1
Plate Offsets(X,Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:7 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-8-0ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=130/3-8-0,(min.0-1-8),3=130/3-8-0,(min.0-1-8)
Max Horiz1=14(LC16)
Max Uplift1=-31(LC16),3=-31(LC17)
Max Grav1=147(LC2),3=147(LC2)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding31 lbupliftat joint1and31 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-GramercyTHLots66-67-68-69
V08 2 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:12 Page: 1
ID:V1n3V1Zq2mTvshscwkah0qzPru5-vbDzZfJPnrPmw0INRqaOvWUgrPPRQsOcTRB8?OzPoJv
DE Job # 73855-W1
Dansco Engineering, LLC
Date: 04/20/2020
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!!
This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing
requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of
the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and
TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
10 12
=3x4
1 3
2
T1 T1
B1
Scale = 1:19.7
Plate Offsets(X,Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL(roof)20.0 PlateGripDOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
Snow(Pf/Pg)15.4/20.0 LumberDOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999
TCDL 10.0 RepStress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight:8 lb FT=20%
LUMBER
TOP CHORD 2x4SPF No.2
BOT CHORD 2x4SPF No.2
BRACING
TOP CHORD Structuralwood sheathingdirectlyappliedor3-5-3ocpurlins.
BOT CHORD Rigid ceilingdirectlyappliedor10-0-0ocbracing.
MiTekrecommends thatStabilizersandrequired crossbracingbe
installedduring trusserection, inaccordance withStabilizer
Installationguide.
REACTIONS (lb/size)1=122/3-5-3,(min.0-1-8),3=122/3-5-3,(min.0-1-8)
Max Horiz1=34(LC13)
Max Uplift1=-26(LC16),3=-26(LC17)
Max Grav1=140(LC22),3=140(LC23)
FORCES (lb)-Max. Comp./Max.Ten.-All forces250(lb)orlessexcept when shown.
NOTES
1)Unbalancedrooflive loadshavebeen considered for thisdesign.
2)Wind:ASCE7-16;Vult=115mph(3-secondgust)Vasd=91mph;TCDL=5.0psf;BCDL=5.0psf;h=30ft; Cat. II; Exp C; Enclosed;MWFRS(envelope)exterior zoneandC-C
Exterior(2E) zone; cantilever leftandrightexposed ; end vertical leftandrightexposed;C-C formembersand forces&MWFRSforreactions shown;Lumber DOL=1.60plate
grip DOL=1.60
3)TCLL:ASCE7-16;Pr=20.0psf(roofLL:LumDOL=1.15Plate DOL=1.15);Pg=20.0psf;Pf=15.4psf(Lum DOL=1.15Plate DOL=1.15); Is=1.0; Rough CatC;PartiallyExp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loadshavebeen considered for thisdesign.
5)Gablerequires continuousbottom chordbearing.
6)This trusshasbeendesigned fora10.0psfbottom chord live loadnonconcurrent withanyother liveloads.
7)Providemechanical connection(byothers)of truss tobearingplatecapableofwithstanding26 lbupliftat joint1and26 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-GramercyTHLots66-67-68-69
V09 4 12005022-12T-5025-12
T Valley Job Reference(optional)
Run:8.4S0Mar102020 Print:8.400S Mar102020MiTekIndustries,Inc.FriApr1714:42:13 Page: 1
ID:AOeZPj03l68u4T8OQbpM6KzPthj-NonMm?J1Y9XdXAta?Y6dSk1rkpl79Jelh5wiYrzPoJu