HomeMy WebLinkAboutLOT #7 TRUSSES REPAIR Pag 2S€le = 1:16.4
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REPAIR: LEFT BEARING LOCATION
HAS CHANGED AS SHOWN.
NOTE:
NO ADDITIONAL ENHANCEMENT
NEEDED.
4.50 12
I 0_6_0 3x10 ll
-4'l6
1€-0 1110{ 5-10-0
r-o{ v-zl
-
4{-u
r>
Plate Grip OOL 1.25
Lumber DOL 1.25
Rep Stress lncr YES
Code FBC2017iTPl2014
DEFL. in (loc) l/defl Ud
Vert(LL) 0.02 ffi >999 360
Vert(CT) 0.03 5-6 >999 24O
Horz(CT) 0.09 4 nla nla
Wnd(LL) -0.08 5-6 >640 24O
LoADING (psf)
TCLL 20.0TCDL 15.0
BCLL O.OBCDL 10.0
LUMBER.
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=74lMechanical, 5=-1o/Mechanical, 6=596/04-0
MaxHorz A=275(1C12)
Max Uplift 4=-87(LC 9), 5=-10(LC 1), 6=-7a8(LC 12)
Max Grav 4=99(LC 17), 5=85(LC 12), 6=596(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=4701182
BOTCHORD 2{=-159/463WEBS 34=-511/1'140
NOTES.
BRACING.
TOP CHORD Structural wood sheathing directly applied or 5-10{ oc purlins.
BOT CHORD Rigid ceiling dkectly applied or 104-0 oc bracing.
PLATES GRIPMT20 2441190
Weight: 22 lb FT = 20%
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. ORegffi PE No.5t'll6
MiTsk UgA" lnc. FL Cen 0$4
6904 Park6 E8t Blvd. Tampa FL 33619
Dat€:
September 30,2020
'l ) Wind: ASCE 7-10; Vult=170mph (&second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=30fl; B=76ff; L=65ft; eave=7ft; Cat.
Il; Exp D; Encl., Gcpi=o.18; MWFRS (directional) and C-C Exterior(2) -2-0-0 to 4-5-13, lnlerio(1) 4-5-13 to $94 zone; cantilever lefl
exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load noncondnent with any other live loads.
3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
willfit between the bottom chord and any other members.
4) Refer to ghde(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plat'e capable of withstanding 87 lb uplift at ioint 4, 1O lb uplift at jolnt 5
and 748 lb uplift atjoint 6.
LOADCASE(S) Standard
[wnnnruo - vertty deslgh paEmei* and READ NoTEs oN THls AND |NCLUDEO MITEK REFERENCE PAGE M[-7473 .ev. 5/19/2020 BEFORE USE.
Design valid fot us only wifi MiTekO mnnecioE. This desigm is based only upon paEmeteE shown, and is foi an individual building @mpdent mt
a tu$ system. Befog us, ihe buading designer must writy lhe appllcablllty of design paEmetec 8rd prcperly in@rpoEte this design into fte overall
building design. BEdng lndi@ted k to pEwnt buckling of indlvidual buss wob and/6 ohord rembeB only. AdditionaltEmporary and pemanqt bEcing
ls always required for stability ed tro pievent @llapse wl$ possible peenal iniury and prop€rty damge. For ge@al guida@ rogarding Ele
fabri€tioG stoEge, delivery, erecd@ and bEcing of huss and tru$ slsiems, s ANStfPn Quefiay *iaqia" DS&69 and BCS| BuMlng Camponqt
Safe,y lnfqorall@ available from Tru$ Plaia lnstitute, 2670 CEin HighEy, Suite 203 Waldorf, MD 2060l
MIT
MiTek
6904 Parke East Blvd.
Tampa, FL 35610