HomeMy WebLinkAboutBLD07-142 oversize drawings not scannedCify of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
BIJILDING PERMIT
Project Information
Permit Type Residential - Miscellaneous
Site Address 409 58TH ST
Project Description
New footings for additional foundation support
Permit #
Project Name
Parcel #
BLD07-142
Gordon foundation epair
%6944101
Names Associated with this Project
Type Name
Applicant Gordon Trstee James B
Owner Gordon Trstee James B
Contractor Rampant Lion Construction
Contractor Rampant Lion Construction
Contact Phone #
0-
0-
License
Type License # Exp Date
CITY
STATE
1078 12/3112007
RAMPALC93I 05/03/2009
Fee Information Project Detuils
Entered Bid Valuation 8,457 DOLI_
Project Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Plan Review Fee 108.71
Total Fees $293.96
$8.4s7.00
11.25
150.00
4.50
5.00
8.50
of the
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certifo
as a part of the application for this permit is true and accurate to the best of my knowledge. I further certi!
Print Name
that the
that I am the or
Date Issued: 0'7 /25/20A7
IssuedBy: PWESTERFIELD
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CITY OF PORT TOWI\SEND
PERMIT ACTIVITY LOG
PERMTT # bL>f7- /42 DATE RECEIVED 7- ?a-av
SCOPE OF WORK:
1- /)t 1 oUi .4 D PA € UYIF
-
/\l (
DATE ACTION INITIALS
a -Zrt -D'7 ENTERED INTO CHET --:)r
CA - to Planning - No evidence
CHECKED FOR COMPLETENESS
t l->./1
7 /zz /n'>{[ln'J Ke)t7u-)K"(
l= l/-z/N NA Al d--,,'',ut^,-t /.fJ i.,r^gl- 0k St^tII
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g -4-07 W€f SfiAmPED 6tl6rneee. oh'ttlia,v EC'd {
)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspectionso call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 pM Friday.
DATE OF INSPECTION:R'AI^ o7 PERMTTNUMBER:2
SITE ADDRBSS:4on .58 TFr
PROJECT NAME:Bord rsn coNrRAcroR:
CONTACT PERSON: PHONE:
TYPE OF INSPECTION:f.)
o{
/)_ \T
tlL o
^/
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Inspector Date
Approved plans and permit card must be on-site and qvailable at time of
be assessed if work is not ready for inspection.
! NOTAPPROVED
CaIl for re-inspection before
A re-inspectionfee may
fiuc-39-s? 83i11 PII
' 220 E. Frrst $rettt
i"rr Fort An6eler. wA 9tifi6i
Cr*ig R. Owen, HE', SF,'
Cansuiling €ti-dftufal Enginear
P- E1
Fhnnr' feffil482-4974
;;;inirn-iki.edes
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August 17,2fi0f
John and Lis* LYrtes
uu5 vvtlsQn $trEel
Port Town$**d, WA 9S368
l"laar lnhn and I ia-e'uLua uvt rr I ur rv Ervs.
tn Re: lnterior Fier Fooiirngs Suppcrting Tv**$t*ry Restdence
rt 409 58S SA€e( Po* Townsend. Aba rufer to the originat
r€Psrt of June {5, ?097.
Ae John Hickman of RamFant Lbn Gonstruc{ion deterflftinedrv]tile
pffiparing for the additional interiorfodings and $upFort, he hwfaund *ome
confrltions ffrat are not inctuded in the detaits and optional detsils on tht plgn.
Johft har de*rib€d ttp condiiisrs he has fflIild and we discufsed the'
msdifiEatisns to heet rneet thase mnditions as well * incorporating other rrinor
$engef noted end comnented an here.
Alldegtlm.l
Remore ffte note neer the bottonr of the left half of the foundetbn phn
nAigns with upper level rffif beanr" that albns with the left port for tE 'nevtr 4 x
t0 nF #1'besn a*d the c*r*srof the footing. Thts post and fuofing could
reffi aifi approxirnately where show*,
$ome floorJobt* are locsted directly under sorne of the required he*r{ng
poil1},s-, thus directty over tfie center sf ths rew FoetE and footi*gE. ,{t tlnte
to+etiorw Siphr strd+ mf,y be utad in lieu of a solid po+t, albrvlng a stud b go
up bo'h faces of the jclet nailed fffifi the $effie nallr +effied for pftprrod
SusSFts or ?:6Ya nftrnr 16d sinkerc es l$d shaft tfiat umuH h neiled intu a
spe0ffied strap. The muttiph +tuds stlouH be nailed wtth at hs.st (t?l {$d e*c}r
f;roa a+ Skted to meke the post which losk eimilar to the existlng post aordltlorl
ihod& on ilre dght side sf detaib 4I1 ard 5dt . tfVhen a PA18 Chap b mlted put
forthe psrf-to-fodtng con*ection *uch f,sft€ loryer ldfostings, thestrap rtrey
be deiltad ft' any dttre multipte stud# Sinm it qr* uecrdedto us ttte
slmFler but paten$ally less re$ahle HGA10 clipe for r'Flln the i6krt und-er the
ur*ll irrterfuis rnrittr thet csflneetion. l'louran*u lt ls llkely thst the lolst rrrue nfiihd
into from fire rrrall flate abure or at lessd from the pfytfosd abore ftat the finor
plate trvonld have beat naiH lnto provilIing some capecity far upllft trensfur^
# t{hq"s th s,re cre *of irvta,(lr{ , A$r HG* qt,*St}$ b.v,\J
i* f[" yf* h*ter t *4 yosf *{* (* hs ,, *:i; o*rrh^*[
-? |' ,ri t * E. *'[*qg r*r r,** {rr, lH J" "t*$ i^, f& d oJ+-,^ 4 *la,p uSf firv.r leg- L+:! a i e *.S
'i t , -:.:
dluG-zE-g? gE : 15 PFI
eROh*
Craig R. Owan,p.8., s.E il * lr.r
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Th*fcotingshownatth€tjpperhftoftheptra*ehouldbeeliminaH*g
ns watl exisftr on th;;\'{einour eirixe f ne rost Ueam k euppoded'{net
f€quired unless ttfi;;m is cut at the watq ai the second lioor nesr &k
lmafion, fl+o,franrlng vifould ba assumeJ tb .anv the ioacis to sre exterlor and
ffi;';dh.*'* toatlnf,tc*rerd the bottsn of ths phn vsew'
lf the interior Fosts sre Fr€s$ure treated an{ th-e treat*d titd is Ftaeeil
ei.inst ttre eoncfetJtrtnft m*
"{_end
uF eseinstltlebeam}' no buiklifig f*Fer
ie fesuired nr*tween tire pout qnd IgPJlog, anO a skin qoat of gfaut fiIay be '
pfwtded to prouid; it.tif,i"lfne f ne fuated cut end is not square' Hor+ver'
hot-eiipped gahrenft;* naiis an6ae ft!*x" saagd ffis eh*ld be *3g in
aontact with rjre gres*ut"-treated metertai *fibss lt kr trorrgta* fit*!ft a lbht
Eotvent copper "titil*nJte
trearner* ur oder specificallY ipproved, non-
Lcttet t* .I*ha *rrd Lisa
Atrgrst t?, ?S+)7
Fagc z or /.
cs$*$ive trentment
All note* ard limitations of the June report apply unless sPecifisally
6ppr6vid. Fteass Gsll if yoii fiare any queetions'
Respe ctfu lly suhmitted,
::t" : i
€
ffi
tt73*7 lta
Craig R. Owen, PE., $E.
Consulting Structural Engineer
220 E. First Street
Port Angeles, WA 98362
Phone: (360) 452-8574
Fax: (360) 457-8020
August 17,2007
John and Lisa Lynes
905 Wilson Street
Port Townsend, WA 98368
Dear John and Lisa
X L{\q"e theJe d-,/l.- ruof i^r.rfr{l.d
ln Re: lnterior Pier Footings Supporting Two-Story Residence
at 409 58th Street, Port Townsend. Also reier to the original
report of June 15,2007.
As John Hickman of Rampant Lion Gonstruction determined while
preparing for the additional interior footings and support, he has found some
conditions that are not included in the details and optionaldetails on the plan.
John has described the conditions he has found and we discussed the
modifications to best meet those conditions as well as incorporating other minor
changes noted and commented on here.
Addendum 1
Remove the note near the bottom of the left half of the foundation plan
"Aligns with upper level roof beam" that aligns with the left post for the "new 4 x
10 DF #1" beam and the center of the footing. This post and footing could
remain approximately where shown.
Some floor joists are located directly under some of the required bearing
points, thus directly over the center of the new posts and footings. At these
locations triple studs may be used in lieu of a solid post, allowing a stud to go
up both faces of the joist nailed with the same nails specified for plywood
gussets or 25o/o more 16d sinkers as 10d shorts that would be nailed into a
specified strap. The multiple studs should be nailed with at least (12) 16d each
face as glued to make the post which look similar to the existing post condition
shown on the right side of detaib 411 and 5/1. Where a PA18 strap is called out
for the post-to-footing connection such as the lower left footings, the strap may
be attached to any oi tne multiple studS Since it was decided to use the
simpler but potentially less reliable HGA10 clips for uplift, the joist under the
wall interferes with that connection. However it is likely that the joist was naibd
into from the wall plate above or at least from the plywood above that the floor
plate would have been nailed into providing some capacity for uplift transfer.
2lle
Pot
nit n
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i^ tL yl- hd(er -1"*4. t,t'l- c\
(v, ni :':"+
g-Fo
Ay., )4G^
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",rl) j" i'lq
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eAta a-t)e\a r4 ,/
cl o y<.-" \ ola", lu {Le-^-LoA na e^$
Y bu- we4t,
,)
Letter to John and Lisa Lynes
August 17,2007
Page2 of2
The footing shown at the upper left of the plan should be eliminated as
no wall exists on the lower floor above. lf the roof beam issupporled (not
required unleqs the beam is cut at the wall) at the second floor near this
location, floor framing would be assumed to carry the loads to the exterior and
new adjacent footing toward the bottom of the plan view.
lf the interior posts are pressure treated and the treated end is placed
against the concrete (with the cut end up against the beam), no building paper
is required between the post and footing, and a skin coat of grout may be
provided to provide even bearing if the treated cut end is not square. However,
hot-dipped galvanized nails and"Z max" coated straps should be used in
contact with the pressure-treated material unless it is Douglas fir with a light
solvent copper napthanate treatment or other specifically approved, non-
corrosive treatment.
All notes and limitations of the June report apply unless specifically
approved. Please call if you have any questions.
Respectfully submitted,
Craig R. Owen, P.E., S.E. e/l1Zg
CRO/cs
O7522hr2
.-i,l
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
PERMITNUMBER: f3IJ) O-7- I4]lDATE OF'INSPECTION:
SITE ADDRESS:4oQ 58ru
PROJECT NAME:Gondnn CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF INSPECTION:FooJ-Lna3J
/mev */ tznan, fila-t Etu,, bateTpo otr.. I I l. t
uDpq-. t-€ff A^lD H-rrttJffiill
t-
AF t-7 t8 0 24-f @n
^lGSI
tr APPROVED ld lppnovnD wrrHItonnncr rcNs ( 616, Lqlg)
Ok to proceed. Cdrrections will bf
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.I cInspectorDate
Approved plans permit t be on-site and available at time of inspection. A re-inspectionJee may
be assessed if work is not ready for inspection.
,")
Receipt Nunber:ffiffi
BLDoT-142
BLDoT-142
BLD0T-142
BLD/JT-142
BLD/JT-142
936904101
936904101
936904101
936904101
936904101
$108.71
$5.00
$4.50
$17.25
$8.s0
Total:
$108.71
$s.00
$4.s0
$17-25
$8.s0
$0.00
$0-00
$0.00
$0.00
$0.00
Plan Review Fee
Technology Fee for Building Permit
State Building Gode Gouncil Fee
Building Permit Fee
Record Retention Fee for Building P
$143.96
07-0628
CHECK
0712012007 Plan Review Fee
1043
Total
$150.00 BLD07-142
$ r43.96
$143.96
genprntrreceipts Fage 1 of 1
)
Development Serulces
250 Madison Street, Suite 3
Port Townsend WA 98368
Phone: 360-379-5095
Fax 360-3444619
www.ci$ofpt.us
Residential Building Permit Application
) Applications accepted by mail must include a check for initial plan review fee of $150
F See the "Residential Building Permit Application Requirements" for details on
plan submittal requirements.
irlji.lr
Total Lot Goverage (Bu
Square
lmpervious Surface:*
squarefeet- *@
I hereby certifo that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all adivities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print
s
projecrAddress: AOt 58kT Legal Tax
Add
Lot(s):4-e
Offlce Use Onlv
-/42#
Associated Permits:
Zoning: RT
Parcer n lgL?A4 /O/
Proiect Descri ption ,fttT dp,Faztulfri A)
Lender lnformation:
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
Name: oUJ ne e-
Proiect Valuation: $8 7
JUL 2()
Iili Ui ii,r I iu
Address:
Email:
City/StZip:
Phone:
a
3
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City Business License
Stiate License
Phone
Email
Gange: NLNE
Decrlsl: 5? 7
eorcnles): XX
Yes No
*r/n37A
ADU i
Ca
Neur
770
ls it finished?
Addition i
Home i
(square feet): NOBuildino lnformationf noo, -?1/6
2nd floor
3d floor
N
Any known wetlands on the prcpeily? Y
Any steep slopes (>15%l? Y
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fuvs wirl bvecl +l,a o icN
w[.q,Ve, ye@ w\tl be IJO wkLL'z qa e{"*e' > b
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Receipt Number:
BLDOT-142 936904101 Plan Review Fee $150.00 $150.00
Total: $150.00
$o.oo
CHECK 2908 $ 150.00
Total $150.00
genprntrreceipts Fbge l of 1
bu>,
220 E. First Street
Port Angeles, WA 99962
4ugusf 21, 2oo7 Phone; (360) at-ax: @6q qS,)
John and Lisa Lynes
905 Wilson Street
Port Townsend, WA g836a
Dear John and Lisa:
ln Re: lnterior pier For"ti'i'rii:h5;€:i'S"riff
gi',.n".[sx:iirs:8"",
ruru';;*ru
nooenoumir ',
Remove the note near th :
**ffftrfftflFffi
''drrr{,H$M.points, thus direcfly over ,n" "..,131#:::ily un
,ryff$ff g;,tffi 1.i#3fr rffigffi 'prqrum'shown oi't in" iisnt .io" of detairs ;77loox.#:jii1y,tt, "i F":r1t"^q into a
t"J$,?ffi::"T';*a?fiT,l",",f,fi l:il"A:qvi-rflni"'jf";ffi $1*in^y;'1,!'1,:-?'iir;l#1"#:#J5#i,t%r?:T,[Jiii["j'j,',]"#^:ii'ff#,
post mav be used. since it was o""iiiJJl3,:l "ou,",lrT:l2r1,iii fr,liS;ff Hdn
retiabte HGA10 clips for uptifr, u.,. t-iljlr1-,lo-::,u il"3#j1; L.F*r"s fo tr,oconnection. However it is tikety tniiii"",1Yj",r" *ri',Tfl,?il_* o"rJin",ty res*u";,i',ljii,i#i,l.rh"r'' -oo
__._ ru,St *". nJ
vall pfqls
07522 tv2
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Letter to John and Lisa L5rne:
August 21,2007
Page2 of2
above or at least from ffre
nailed into providing sorne
CRO/cs
PfyryaTeod abeapa;t;"ff,,t?:"tff::or prate wourd have been
Respectfully
s ubmifted,
8/,
Crarg R. Owen, p.E., s.E. #17175
The footing shown at
ffiff fi
'i$:*:H':gH*"ndo,ffifi#;i*rruuilfl
:
lf the interior posts are
'
corrosive treatment _ _.v,,( wr orner specificallY
""piiorl"d, non_
All notes and limitations
approved. Ptease cail ir vou *?ltri;ff.1,9jff appry unress specificary
I 71 :r5
EXPIB€S 9/2t/
t7t7s
EXP'AE6
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