HomeMy WebLinkAboutBLD2018-00295 - TRUSS CALCSI
TSEEngineering
Re: 88610263
T&C 2OI 5 IRC Iz'OC NO CI,G LOAD
Tri-State Engineering, lnc.
12810 NE 178th Street
Suite 218
Woodinville, WA 98072
425.481.6601
The truss drawing(s) referenced below have been prepared by Tri-State Engineering under rny direct supervision
based on the parameters provided by The Truss Company (Burlington).
Pages or sheets covered by this seal: 11 1402878 thrul I 1402890
My license renewal date for the state of Washington is August 20, 201 8.
0ctcrber l7 2016
Terry lluwell
The seal onthese drawings indicate acceptance ofprofessional engineering responsibility solely forthe
truss components shown. 'I'he suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI l.
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LoAOING (p30TCLL 25.O
(Roof SnotE25.0)
TCDL 5.0BCLL O.O
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SPAClt'lG- 6ff
Plate Grip DOL t.ls
Lumbor DOL l.l5
Rep Slrc$ lncr NO
code lgc2015/TPt20i4 Melrix-S
U6
240
180
nle
cst.
TC
BC
wts
0.s6
0.96
0.87
DEFL.
Verr(LL)
Vcrt(CT)
Horz(CT)
in (bc)
{.tr} 1011
-0.62 1G'110.r9 7
PLATES
MT2O
MT'8HS
GRIP
22U195
2201'lss
Ud.{l
>857
>689
'rla FI - 104,6
LUSEER.
TQPCHORD AGDFSS
BOTCHORO A(EDFSS
WEBS 2x4 Of Stud
vtz:zrit DF
l'Exed'
240W 2.0e
REACTIOI{S. (lb/sh6) 1=3805,o5-t} (mh. G&8), 7=3305rtl.t8 (min. e3-8)
Max ltorz l=lSa(LC 9)
Max Uplltl 1--1 132(LC lo), 7=-l 132(LC 10)
FORCES. (fr)) - Max. Comp./ft aL T.n. - All iorcls 250 (b) or lcs6 e\.cept when sho1n.
TOP CHORD 1-2:85401291.1, 2-12:741812€F€,3-12--71{1627,U-53271'1555,4.5=-5327119W,
5-l 3:71 30/2627, 6-1*-Z 11Bt?€,}8, 6-7 --854.0fr291 1
BOT CHORD 1-11:?6454901, 1&11-'19306181, $10-193061&,8-9=-1930/6164, ru-264er79o1V\,EBS 2-11:'1315n576, 911=-3991074, &.10. -218€1721. 1]to:1010126to, 5-10-2188172 t,
$8=.39U107{. &8-1316/576
NOTE$
1) VVhd: ASCE 7-10; Vult-!'l&ryh (}mmd g{rst} Vasd=8hphi TCDL<.opsl BCDL{.6psf; h=25t1: B-{sft: L4efr; oayrsf[ CC. ll:
Exp B; partAlM MVTJFRS (diEctlonal); canuley€r bn and dgtn exposed i end vdtiral lei and ,bH exposed; Lumber tlOL=1 .60 dat€
Erip OOL-1.60
2) TCLL: ASCE 7-lO; Pf=25,0 psf (tlal roof snor); Cdegtry ll: Exp B; Partirlty Exp.; CF1.1
3) Lrnbalanced efioyt, li6d8 have been cclBirercd tor llris d€ign-
4) The bottorn chord dead loed sho*n b anflhleflt only b covcr thc tru65 iv6lght lt5clt and do3s no! allow tur any additlonal load to b€
added lo the bottom chofrl.
5) Dcad loads dffi inchrdc might of tuss. Top chord dasd bsd ot 5-O psf (tr lBs) B ft,t adaqu& for a rfiingle mf, Architcr, lo
vsily adosracy ofiop chord d€rd load-
6) All ptates rc MT2O pks unlca othcryis indiated.
O ThiE lru88 has been d€signed for a 10.0 psl botlom drsd lh/e tosd nonconcurenl wilh fiy oaher fve bads-
8) ' This ltu3s ha6 b€.m deslgned for a ltuo lod ol20.0p8f on th€ boatom cfiord in aX al€as Bh€r6 a rrciarlgl€ &&0 tafi by 2-&0 wid8 will
fit betu,cen the botlorn dlord and any olher rhembeE.
9) Pmyid6 meclunical comsction (by cilhers) of lru$ lo bearing plale c.pable of wtMandlng 1t32 lb !ilin st Fint I End 1132 lb uplilt at
irrll 7.
10) This tu$ 13 dcrlgned h accordancc wih the 201 5 lntenFilonal BuIdlng Codc s6dbn 2306.1 and rsiarEnocd standard ANSUTPI 1
LoADCABE(8} Slenda.d
240 oc Frlhs (2-Gg lru.).
5-2{ oc bracing: 1-7
NOTE: lF ACTUAL SPACING OF THE TRUSS lE z-TRUSSEE
1?',4 O.C. (ONE EACH SIDE OF POST) THE SpActNG
OF TTIE BOTTOM CHORO LATERAL BRACING MAY BE
INCREASEO TO 1O.O'O.C. PROVIBED GONTIMJOUS
2X6 BLOCKING IS USED ALONG IHE FULL LENGTH OF
THE BOTTOM CHORD (SEE SECnOf.l AA). CONNECT
BLOCKING WTH 10D NAILS AT 6" e ALONG EACH B.C.
BRACING.
TOP CHORD
BOT CHORD
mtTxa:me J
F4*--" 'o'
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'*\ RAIL
--x B.c..
SECTION A-A
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flARldrlO . Vstly dsl9rr Prntd* 8d READ HO,€S Ofl ,lS 4r*O llact |EEO aITE< ffiRffiE PACE e'\.7,t1, gEFOli:! ataE-
October'17,2016
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Mrdis_ u 53719.
PLATE LOCATICIITI AHO ORIENTATION
This symbol lndicates the
required direction ofslots in
connec{or plates.
'PLto loc.tion details available lo MlTek 20120
software or upon .eqocrl
LATERAL BRACING LOCATION
lndicated by symbol $hown andlor
by toxt in the bracing seclion of the
ouiput. Use T, I or Eliminator bracing
if indicated.
lndurtry Standards:
ANSI/TPIl : National Design Specifi cation for Metal
Plate Conneded Wood Truss Construction.p!!.89: Design Standard for Bracing.BCSIl: BuildingComponentSafetylnformation.
Guide to Good Pradice for Handling,
lnstalling & Bracing of Metal plate
Connected Wood Trusses.
$yr*hm$s
4x4
0-
BEARING
1
PLATE SIZE
lndicates location whsre beafings
(supports) occur. lcons vary but
resc{ion $ection indicates joant
number where bearingB occur.
Far 4x2 orlentation, locate
plates & tn€" fom outside
edge oftruss.
The first dirnension is the plate
width measurad perpendicular
to slots. Se6ond dimeneion is
the len0th parall€l to Blots.
Center plale on joint unte$$ x, y
ofi$ek am indicated.
Dimen*ions are in ft-in-sixteenths.
Apply plates to both sid$ oftruss
and {ully embed teeth.
th,eY$$S$co. inic.
Numhsrfmg $ysten'r Jt Serysnwf Saf*ff ffi*ts*
Failure to Follow Could Cause Property
Damage or Personal lnjury6-4-8 dimensions shown in ft-in*slxtscnths
(Orsu.ings nst to sc€le)
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BOTTOilI CHORDS
7 b
JOlllTS tRE GEa'IEFd,LLY NUUBEREDTLETTERED CLOCKWSE
AROUND Tt{E TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AHD WEBS ARE IDENTIFIED BY END JOI!.IT
}!IUMBER$/LETTERS,
PROOUCT CODE APPROVALS
ICC€S Reports:
ESR-131 I, ESR-1 352, ER-5243, 96048,
9730, 9il43, 9&31, 9667A
NER-487. NER.561
951 1 0, 8+32, 9&67, ER-3907, 94324
O 2006 MiTek€ All Rights Resenad
L Additional stBbility bfaclng ftrt'tlss BystEm, 6.9.
dlsgonel orX-brschg, i& alwayB roquired. SeE BCS|1.
2. Truss bracing mu't bo d€slgn8d by an Engin.sr. For
wida trusr spachg, tndiyldual htsrsl bracar themrolvss
may ro$lira brach!, or dtsmalive T, l, or Eliminator
brachg rhcrild b! conrldsrrtd.
3. l.ieyer Gxeed he dcsign loqdhg thoufi ild nrv€r
slel( m.laaial8 on inedaqud,ely brucEd lru$ee.
4. Provira copi8r cf this lruss dssign to the bullding
deEigner, arBclitr suporvlEor. Fropeny Mtr and
all olhor intar6sl6d pafli6s.
5, Cut mamberBto brartightly agaiflft each olher-
6. Placa plales on esoh fac€ of tuts al esch
ioint snd ernbsd fully. Knots and wans at joint
Iocation$ ara reguls(ed by AllSl/IPt t.
7. Ossign alsumrelrussegwlll b,e euitably protsiled from
tho envir$nrnent ift accord with ANSI/TPI 1,
I, Unla3s othrsise nolsd, moisturo content ol lumDer
6hdl not axEed l9% at tim€ otl$rlcation.
9. Unlrss axpressly noted, this design iB not applicabh ,o(
ure with firs rslsdBrt prEEarvatit6 trsated, irr gre6n lumbar.
10. Camb8r is I non-structural consldefstlon snd ii ths
rBspon3ibility ot lntas fabricstor, Gancral pradic€ is to
cambor tor dead load deflo.tton.
1 l. Plato typa, sEe, oriontrtiqr and localbn rlimensions
indicrlad are minimm plstng r.quheMts.
12. Ll.rmber u86d .hrll bo qftl! ry.ciBs and riz€, afld
ln all respects. €qual to or betterlhan thEt
specif'ed.
13. Top fiorda musl bs shrsthed or plrllns prwidad at
sprcing indicated ofl dasign.
14. BottDm dordr rcquir€ lrterrl bracing at 10fi" rpacing.
or leir, if no cliling Ir insla{6d, lnl€ss othaMise noted,
15. ConnrdEns nol lhoyun aru tha rc3pomibilly of sthorB.
1E, Do not aJt tr alsr tluie olamber or plste without prtor
approval ol an englnsr(.
17- lnsldl and hrd vertbaly uniss indbatBd othclwt6e,
1 L Use ol gresn or treated bmb€r may po6e qnac6splEDle
afl$mnffiontal, hsa,tlt or p€rlormaricb ri6l(s. Const wittt
proiect eftgirc.r b.tore ud,E.
19. RaviBv, all porllong otlhis oa6un (tront. back, wfrds
snd Fclura6) b€tore uie. Rgylrwing plcuJrus rlonc
i8 nol sulllclent.
20. Desiln aisurrtss mrnufsclule in accsfd{lce with
ANSI/TPI 1 QuBlity Cnt€ris,
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