HomeMy WebLinkAboutBLD2019-00259 - 07 BUILDING PLANS!
t-o u uU 'TnU s-r pl [(ur r.l
Sq36p15 ql} Aalb ReeRrrlq
\q*rp\ r u rcL t'AC, " rft USJ6S
e$o?l ?u?.u r.$ Br-ocJ(t
. et " o.c. Se?efuerrg
?ouBueD -rRu3gsd' i1 f/zu
k
r2-
o(J
urJ?rrc+t
\r
\(
\tM\
I
I
I
\I
\
\\\r1
\\
)
t$
Ut
\ta
\
--!.t'
L
3ocr--rT(rlSf ro ?oLq
rlr cl=r.ngR ur{g ot=
TRUJS
Bcrrron CHoRb
-roP c$onb o{eL SerT\1;fC,.?org5 ;ol1r tC o.c. .fpacrr.(g
I
J
REARlilq Ruocl( {4ue}OR BoLT15a't"o ?olts
(or- cm4E:"- B6AR,ilq)
t:"
DdTo''
,-)iveu>'9
I
I
I
I
I
I
a
t
\t
I
I
I'
a
AdOS ]'IIJ I
@sHffigrcMshtrffisB3MWtrSEWm@WEI& U
'rcM+OqWts*wA*tdGEru&-IB3lC&rruOf,ffi 4ff&ilruoqfr 6
'uroMcErvwffiBbcfttYffioBI& i
hdrvMBs@a&!a@ow9&ouBxuso-ffi{vMslffiwr'a
1 l !
P@
I
,1,
9rI
ErfiErPq,9
Nr63s*ftrtNr4qRffiN@ rolo!!rca Mm 3il duotsdrrc Moullamls * msu3re}dE
!!N15€MMM l[EONBONVdTV&09^turlo* iffilrdolB 3ffi tEWo3EM MG6ryarmNaffi d
tSNdi.MsilEr&dsv&uoroffi ryowgwmdodlr@&m!eJr&dorsw grrwloll&@Jsnlfr sruvffi !ilo€srrffi^&! t@Mil€ogDvffirurcrri&B&smretEoaBBffi 1D*@cilo
oNY s-M 60l9nJ!wOr*rBSrmtu rcSrc[Vrd
M@rySf,BIilHJflT TTIsm ffi H !@ STrcS'1ruE ft VBIfr DIHIs r&rsm60wfuafl Exr&zsrqn6ltErwb&iNle nfr or!N6n9NErwwil60*wNnrNa{mav3affi5s{'@sn-ntrreauqMmENB*E&nntussdws'nma&aMN@ft ffisnmft
,Nil ts3ryE - tA IV !'B OI HJAc&[vnff nw3lHEaowrE@dFllmrosN-turcM
n
Bi
u
I
B
8
E
ENn@o@ilmE3N
ts:rc@@'16ft
.3&mffiftE srsNo[EBo]s.
rcr&rrc.trffm6N]&NOlw3E.]&N@]m@S&U:XMoI&Crona
4rcnft srBs Gtmilil*SilOffidl*ra*roldtnfi*ftiilaom's
!-l-roNn*srMmnm$ffi s*ffi N&8fr ,
s-vMvdf,ffin*s*dr*laoma r s3EN rMrmr suoa&UryEssot#|d )
'srrNsw{rf geMsNromfr s@sowffi cMomrNr'@yHsgmstrsailrlcNrs ruIdrol3tftus6.s}ft4rm6 H
i
f Fo
Le
moEilrnE-tffi#.lMeofrvlME@soEffiffiw.
&ilcwsffiilbmffiilH4EBESmVE:Sil*s ffi tsc&mGlrolre& 6v.msdsM*.rufr86S@',rUlWMM!{*G&*M Z
'!@$mil!5vor@B*luils'Nuwff ilrc rc'&3t&os#oft @ w'NM!MhlSJilnG .ruLWilrilri lM[fr !3*silAts@r3HrON',Src[fr ASsilm& r*15aeffilHrorrrc4@rfrsdffiNwmaotrYnQil*!ilo6ur@ft 1
t!rcro*nfr tr^ed4slJJ{M}nv ilBEilortsoadlwl& oilmm ruE@*ffi rut*orevffi
sr[6.@ilssrrl.m5ssff3w]ffi{@:a6ffiu@'tN& a
N@ffid u&!osb(uffil)@@
@a sHfisillo'$rMaEmsEErdffi mffn6ffsmnrffibstdsMdosErE]Mcffifr
@t brHms@.N@otff
ffiESrymM}ru.@'soro'Mmcm'*nGEailotro3NAEff A9&EMroYIIW@Nff &ft M
,6ASfrM-d#44@6&
M bB'SlMXIDUff AOISDEilNDM 3[!ffiffi qft Nf srsffi ft M soao'$orbsD}t,$TAE EEP TMOItr SMRilOrcBBAYII
rcllro*G0rs& sbNs6mNrerlDMssoNsGurfi -tugaEY*t {0MoreB NTSFEnYMAffi &DENf *t SMtr mS re @
BH@Xd@rm4sh@*dbsilhhBEnbBsr'ffii!r'a
SHtONYSNdlme@ff &fi 6M* -nff &re tu
smwNr@rBrc*r4&rcW* NrWfrM@rlqNMStu
:usslildwmtM
HlAam@Y{ffi X3- }Wff DMruOW*ilrrvSBMwlNn s]Mlrrfrtsfr ffi !{@
rnuro Gmancffi&dx&nGMl3r$Eruil icNraff *rsGrcNsrBilosgfrNn NouE!rsln
a o[E6Nm]sslolsBcNrrsEilvcifteomNvs3!AUA!,l{mBN@NTO!)MONOffi SIVHSEEnmmiE!ke#{rcrD}ssun].HHill.ffiil^slstHr
daBhMw$s uffiGEuM@ortmffieilm$ bllro'q@!Fnrarorm'ffi Mnff snwsffirulWCSmlMMsHlS@COtMg€ntmWn@d.mffi @ lHr'rc6u&n @HEn il arrcxrloN@el'slu$OA9NBhNSSdASNnm6 ru@*r
!rc[*o&s sNoNrr@ cNon6]urotta16S
,Hto! NGr@nw!sDffi @oa@bryJNwilBffi
'NO,+"i-- :rw&t.ffiHslvffiCrt&amrrerorrcurmptiiii; .-srE9-'!i!9r-:n-9:{t!j!art@nuvn3ss.**;m*X;nrs#;l,11tffi*",A1*gi$*, ""-ffi#Hffi.ffifl!?*?Yi,f|H
SBffi t}AB&
Ea43n&& Sm Effi &rrtvBdoluG
-nH'u.sME'ffie'ffi&sB@sD!6&
.4r u!11wow',M@bh&*!ilEsefMorolsEI&NO e
T IHMOIOSGE
A'I]M3SVBilEVMAS@ Y
iBil@oildM.ffNr@ul@N*
tsGOFh&EN*58Offi6L.E@lBrbBl.W&lfrn6r .!@vjEua@!md3!DNom@s63
' A lfNsEa dBS m Nssn Gr! ruYO!eOJiOn*SlgilEu3W rft d*V!iE rydMqNosu@drwHUeorruldr!offi
EIYM OiEWTS Or GSffi 9rS
lLii GrwaMaffi3wrpEMGslEo !
EWOTffiftfB@ffia.M&rtrEwilsfrs@ €
ffirytsINro*o*ilils6a@ow].HD3@ro !
ow fEDBsflG-E@n*r!furcSMSUBtJw$ErYilirc! A
$rcatv&Gt{s*suYtHoolM*ffilB& Y
@o#*[rBFowffiffiffi srurcbtftsrc{ilv['Hffiuillo!&effi1ffi a
w{ l^t3*MmreM
YEEf EEONf
ssdwu6* r{or&osftE rc DBEMrle&r
11
o'ts
N\nd
lVdnrf,nurs
aoz/s1'/50ESJndtd
o
=3oDIOic IE{ -zm =;; 3
=E
?9; o
99 9
to !H?
Eoz
ffi
9NrUf3XrDN3 mS
@
tr
T'
:::-.'
*:i.l
,.''Ji A
NVrd CNr^wl roou \:./
I
-f--
nt
aI
a
ffircsTlBarcinsMoNH3rtrYmrffi !.ar r3@B
i
T
I
--+
I
_a
NOES,iO*frn6,1{NrCsO}s
*rwls !NElG #or&oiNor.1-ffi srwtrr NoE.uN@
I
rsstutffrot350s&ErsEr
rvEo uld \g/
r6&N$Frorrrcre 9
-:?a
#'1il,6l[€i
I
i
r-
I
L-
w{Eorcr
Yta&Drs
si
*
ri
qv
t'{t
\,$
*
r-{
q
t
\.i
\€
t)
TIl-{Frnoo'g
\.\.
,\
Nd
*_
?,, :,h
aa
\i
ts ._a "3Frqq.
S d,{
t--.U \),VSH\ !\
\3
frNe
ry{\
*l
I55
--7
2"2"-0
1 0'-0"
t
I
,
v
10'-0"10'-0"
.t'
6 tr'{ f ,"1 r, "
.41.'/t
.. It
7t/30'-0"
34'€"
oo(J
lllJH
lJ-
' \YG 47
\r t4 /'
k$
D / A,
ft. sip€ VteU
Cdtrt,(+C Urt < H-5. P*&gOg
3y., 4e€L TO4Pty
:
I
24',-0"WA # z. l'P
I rou
UJJH&
Lr(
fl4r*
vg"
{,
7q" 12 /4,,
(. otc R '" [(
- t@al/l V1EN
' €u tt'4acu/vl H. 5'- PavtL /<) i/
$1 : ,*aeu 7:aup^1
€c */e
f*r''' 3 /
t Gwfli
AVb
I
@
=C)
I
20'-0"
t-0
{ gl leu,tTa
Lou
ruJl-l'tL
6r ,c: t'r,'*tll"d
4 i
r\
s
*N6 l"/ rr *S
i\i,
' THtlt*<uM ks. Pr+tltt-tdA)
7y^' 4B er 7ZL P/N
-J1
tl IL )
\-,
r\a \
IIIII
IIIIIII ritLr llltri :,LiI'Ir rtr.===
IT I,II I JI'I'I]II II, E,IIII-
IIII
I
LIII
].o'
'a tt '!
LCIUWSi
TFIUETS
rrS0Bn0ItItD
!d'B .,It,Sq n',C' AGREEIi
'o
Ani,stll]qlr-arstED A&t/E HAvitc rlG Eclrr roraoo|tr lEB p^TrEsrs ro rAxuzE EFFTC|E €y oF rFlrs c€sc.( f,ffiffi.|ilt** vEEsELvErl€R'GHrroenuioriiii-riiiirrarro-rnseriiiiiipir6ilii6ssrEsTUAnoBAsrErEnr,ncDBy
Accepted By:
PO Box 3168
Femdale, WA 982,18
Phone: (360) 38+9000
Far (360) 384-8s00
titrebsite: n \^Mr.lou,struss.com
Date:
QUOTE
Job Number: 1900609
JOB NA}IE:JAMES
P.O. t:
SALES REP:
SALES PHONE:
PLANT:
PORT WA
HADLOCK BUILDING SUPPLY
P.O. BOX 869
PORT I-TADLOCK, WA 98339
ary TC Pitch Span TC LOH L-Cant L€trb L-l{ecl Yt,L
Ply BC Pitch Heaght BC R-OH R4am RStub R-Hoel Tot Urt
4112 x 2-(M0 1't1T01
1dv $10.01 2x6 2-00{0 ml 1il
4 x 121TOlAldv2x6m1249
RootTrussT@h:
1 H,Ours
0.75 HorrrsTime
DELTVERY
PlaE[ne Ddirrery
ADDMONAL CRANE RENTAL WLL BE
BILLED AT
'MO
PER HOUR
izL4.17
Print Narne:
ALL SALES SUB'ECT TO CREOIT FOUCY / TERMS / APPROVAL AS DETERMINED BY LOI,WIS TRUSS, INC.
ALL QUOTES GOOD FOR 10 DAYS FROU TSSUE OF OUOTE.
T
JUN
JEFFERSO,V
0 5 lriig
courvry
DCD
im Fefgrsdr Ldru/s fttssrrrc_ -POfux 3168 , fttrfrate Wa*ringtoa 9A24A
Fst-E coPY
2nDO19Prw?E: (360) Sa4aoOO c//uOTE - lgof,,Olo
t russ
TOlA
lary
t,
Truss Type
GABLE
Pty
'1
2GO4
5x6 =
Scale = 1::18.5
,IT
1oo F2
3xO --
J
3)6\-
5
6
i
5'
LOADING (psf)
25.0
Snow=2s.0)
5.0
0.0
LUMBER.
TOP CHORD 2x6 DF No.2
BOT CHORD 2xO DF No.2WEBS 2x4 DF No.2OTHERS 2x4 DF No.2
5x85x8
8
7fi=
4*l
lGOO 2GG,O
2-0-0 oc purlins (3-6-8 max.)
7-10-0 oc bracing: 2-6
WeighL 124 lb FT = 0%
TCLL
(Roof
TCDL
BCLL
BCDL
8)
e)
PLATES
MT2O
GRIP
220t195
BRACING.
TOP CHORD
BOT CHORD
REAGTIONS. (lusize) 2=22191G$8 (min. O-2$),6=?219tO-5-8 (min. 0-26)
when shor,yn
1 = -27 O 1 17 94, 4 -1 2:27 O 1 n I 4,
1) l/rlind: ASCE 7-10; Vult=l 10mph (3-second gust) Vasd=87mph, ICDL=3.0pst BCDL=0.6psf; h=25ft; Cal. 1; Exp B; Enctosed;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to l-7-3, lnterior(1) l-Z-g tir t O-UO, Exterior(2) fb-O-O to tf-Z-S,
lnterior(1 ) 1 3-7-3 lo 22{-O zone; cantilever len and dght exposed ; end vertical bn and right expose<l;C-C f6i members and forces &
MWFRS for reactions shown; Lumber DOL=I.60 plate grip DOL=1.60
2) _Truss designed for wind loads. an he plane of the truss only. For studs exposed to wind (normal to the face), see Standard lndustry
Gable End Details as applicable, of consutt quatified building designer as per ANSI/Tp| 1.
3) TCLL: ASCE 7-10: Pf=25.0 psf (flat roof snow); Category tt; Exp B: partiaily Exp.; Ct=1.10
4) Unbalanced sno^, loads have been considered for this design.
5) This truss has been designed for greater of min roof live loa? of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs
non-concurrent with olher live loads.
6) The bouom chord dead load shown is sufficient only to cover lhe truss weight itself and does not allow for any additional load to be
added to the boltom chord
7) Dead loads shown include weight of truss. Top chord dead load of 5. O psf (or less) is not adequate for a shingle roof. Architect to
veriry adequacy of top chord dead load.
Horizontal gable studs spaced at 2-0-0 oc.
Max Horz2=-143(LC 14)
Max Uplift2=-743(LC 9), 6=-7a3(LC 10)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (tb) or tess except
TOP CHORD 2-1 0=-3389/1 041, 3-1 0:3796/1 069, 3-1 1:2830I/73. 4-1
5-1 2=-283On7 3, 5-13:37 961 1 072, Gt 3=-3969/1 044
BOT CHORD 2-8=-9823578, 6{=-895/3578WEBS 3-8=-1378/495,4.8.=-2261851,5-8:1378/499
NOTE$
Provide mechanical connection (by others) of truss lo bearing plate capable of withstanding 743 lb uplifr at joint 2 and 743 lb uplin atjoint 6.
10, This truss
1.
is designed in accordance with the 2015 lnlemational Building Code section 2305.'t and referenced standard ANSI/Tp|
SPACTNG- 6-G.0
Plate Grip DOL 1.15
Lumber DOL 1.15
Rep Stress lncr NO
Code lBC20l5/TPl2o14
csr.TC 0.79BC 0.62wB 0.48
Matrix-SH
DEFL in
Vert(LL) -0.15
Vert(CT) -0.19
Horz(CT) 0.06
0oc)
8
8
6
Uden
>999
>999
nla
Ud
240
180
n/a
LOADCASE(S) Standard
FEtE COPY
I