HomeMy WebLinkAboutTruss 1 F7130/2023 - 10:05 AM
sign ID: 1 S97 629042 Design&Buy
stimate ID:: 15974 ti
Estimated Price:$7,624.72 GARAGE
*Todoy's estimated price.Future pricing may go up or dawn.Tox,labor,and delivery not included.
Job Truss Truss Type City
Ply
OTRECO632'163 T1 COMMON 10 1 Job Reference(optional)
Midwest Manulacluring,Eau Claire,WI Run:8.32 S Nov 19 2019 Prnt:5.20 S Nov 19 2019 Mrrek Industries.Inc.Thu May 28 09:59:34 Page:I
I0:-RZA8Fe0rUA_IpUR?_9zC?f7-lyWYH6Xh6EdOvkyDQOVHv9xW2TTa1HI4IWnaun:led
-2-0-0 4-3-14 I B-O-O I 11-8-2 I 16-0-0 18-0-0
1 2-0-0 4-3-14 3-8-2 3-8-2 4.3-14 f 2-0-0 1
4x6�
5 4
T1.5x4 a 1.5x4 e
3 W 5
W
9 10
2 6
0-4-=
1 8 7
4x4 3.5. 40
I 8-0-0 1 16.0-0
8-0-0 8-0-0
Scale=1.38
Loading (psfl spacing 2-0-0 CSI DEFL In floc) Vdefl Vd PLATES GRIP
TOLL(roof) 35.0 Plate Grip DOL 1.15 TC 0.36 Vort(LL) .0.08 6-8 >999 240 M720 197/144
Snow(Ps/Pg) 34.7/50.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.16 2-8 -999 180
TCDL 7.0 Rep Stress Ina YES WB 0.34 Horz(CT) 0.03 6 We n/a
BCLL 0.0 Code IRC2018rrP12014 Matrix-R
BCDL 10.0 Weigh.52 lb FT=1 S%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing dkectty applied or 4-3.7 oc purlins
BOT CHORD 2x4 SPF No.2 DOT CHORD Riotd cello- directi a Iled or 10-0-0 oc bracin -
WEBS 2X3 SPF Stud MITek recommends that Stabilizers and required cross bracing be
REACTIONS (Ib/size) 2=990/0.3.8,(min.0.I.13),6=990/03-8.(min.0.1-13) Installed during in'as erection,In accordance with Stabilizer
Max Hartz 2=-52(LC 19) Installation guide.
Max Uplift 2=-73(LC 14).6=-73(LC 15)
Max Grav 2=1146(LC 21),6=1146(LC 22)
FORCES Qb)-Max.Comp./Max.Ten.-All forces 250(11 or less except when shown.
TOP CHORD 2-9=-174WW,3.9=-1657/75,3-4=-1139/27,4-5=-1139127,5-10=-1657/75,5-10=-1746/63
BOT CHORD , 2.8=-6311517,"=-12/1517
WEBS 3-8=-612/102,4.8=0/466,5.8=-612/103
NOTES
1) Unbalanced mof live bads have been considered for this design.
2) Wind ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph:TCDL=4.2psf;BCDL=6.Opsf;h-25ft:Cat.II;Exp B;Enclosed;MWFRS(envelope)extertor mine and C-C
Exterior(2)zone,cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3) TCLL ASCE 7-16,Pr-35.0 psf(roof LL.Lum DOL=1.15 Plate DOL=1 15);Pg=50.0 psf:Ps=34.6 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0,Rough Cat B:Fully Exp.;
Ce=09.Cam 1.00;Ct=1 10
4) Roof design anow load has been reduced to accountfor slope.
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof live bad of 12,0 paf or 1.00 times flat roof load of 34.(1 psf on overhangs non-concurrent with other live loads.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) 'This
truss has been designed for a live load of 20.Opaf 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.
9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint 2 and 73 lb uplift at joint 6
10) This truss Is designed In accordance with the 2018 International Residential Code sections R502.11.1 and R602.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
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