HomeMy WebLinkAboutTruss 2 ,e:7/30/2023 - 10:05 AM
shim ID: : 1 S97 629042 Design&Buy-
Estimate ID: 15974
Estimated Price:$7,624.72 GARAGE
'Today's estimated price.future pricing may go up or down.Tax,labor,and delivery not included.
Job Truss Truss Type Oly Ply
OTRECO670598 TIDE COMMON 2
Job Reference(optional)
Midwest Manufacturing,Eau Clalm,WI Run:8.4 SO May 13 2020 Print:SAGO S May 13 2020 MITek Industries,Ina Wed Mar 17 16:30:18 Page:1
ID1WE3xRrdPkCriTMd,7QO4szZznR-M.H2vXwSsLs6L8h7Fjv_1Tcugeuyw0B.PLOb-Z.z J
I 8.0.0 I 16.0-0 j
I 8.0.0 8.0-0 j
4x4.
1.5xaa 3 I.Sx4a
512
2 4
N ST2 11
y g ST1 STI 12
of 1 5
0.0+4-
$ 7 6
3.4• 3.4.
I.Sx4 a I.Sx4
I.Sur4
I Scale-1:32.6 1s-o-o L
Loading (pan Spacing 2-0-0 CSI DEFL In 8oc) Vdefl L/d PLATES GRIP
TCLL(root) 42.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) N M a We 999 720 197/144
Snow(Ps/Pg) 41.6/60.0 Lumber DOL 1.15 BC 0.25 Vert(TL) n/a - n/a 999
TCOL 10.0 Rep Stress Ina YES WB 0.20 Hortz(TL) 0,00 5 n/a n/a
BCLL 0.0• Code IRC2018rTP12014 Matrix-S
BCDL 10.0 Weight:44 It, FT=15%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purilns.
BOT CHORD 2x4 SPF No.2 BOT CHORD Po id callingdirectlya died o 6-0-0 o W cbh
OTHERS 2x4 SPF Stud MITek recommends that S[ebillzers and required cross bma ng be
REACTIONS All bearing.16-0.0. Installed during truss erection,in accordance with Stabilizer
(lb)-Max Horiz 1-38(LC 18) nstallation guide
Max Uplift All uplift 100 6b)or less at joint(s)1,5.6.8 except 7=-157(LC
2)
Max Grav All reactions 250(lb)or less at joints)7 except 1=374(LC 20),
5=374(LC 21),6=1010(LC 21),8=1010(LC 20)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)m less except when shown.
WEBS 2-6=-837/167.4{=-837/167
JOINT STRESS INDEX
1=0.56.2=051.3=0.36,4=0,51,5=0.56.6=0.49.7=0.06 and 8=0,49
NOTES
1) Unbalanced roof live bads have been considered for this design
2) Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=9lmph;TCDL-4 2psf:BCDL=6.Opsf,h=25ft;Cat.II:Exp B.Enclosed;MWFRS(envelope)exterior zone and C-C
Extedor(2E)0.8.2 to 3.8-2,Interior(1)3-6.2 to 5.0-0,Exterior(2R)5-0-0 to 11-0.0,Interior(1)11.0-0 to 12-3-14.Exterbr(2E)12-3-14 to 15-3-14 zone.cantilever left and right
exposed,end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1,60 plate grip DC-=1.60
3) Trues designed for wind bads In the plane of the truss orgy. For studs exposed to wind(normal to the face),we Standard Industry Gable End Details as applicable,or consult
qualified building designer as per ANSI7TP1 1
4) TCLL.ASCE 7-16:Pr-42.0 psf(roof LL Lum DOL=1.15 Plata DOL=1.15).Pg=60.0 par:Ps=41.6 psf(Lum DOL=1 15 Plate DOL=1.15),Is=1 0;Rough Cat B;Fully Exp.;
Ce=0.9:Cs=L OO;Ct=1.10
5) Roof design anow load has been reduced to account for slope.
6) Unbalanced snow loads have been considered for this design.
7) Goble requires continuous bottom chord bearing
8) Gahle"buds spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any otter Ave loads.
10) -This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.06.00 tall by 2.00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection(by others)of truss to bowing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6 except(it--lb)7=156,
12) This truss is designed In accordance with the 2018 International Residential Code sections R502 11 1 and R802 10.2 and referenced standard ANSI17PI 1
LOAD CASE(S) Standard
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