20041024.pdfrDATE RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OW 7ENVE/NAME OF BUSIhnS
t �"� Y\CA '\+
n.—,,NG ADDRESS
\ (:'�) 'e-_r
rA
N
D -RE-S-S-
cc
4A
ZIP TELEPHONE
?RprIlk-1-ti 10<v
ZIP TELEPHONE
1 tf ")< '.
CBL Is
) L.ILI
:SS
Y ZIP LEPHONE
?ITE
$TATK,LICENSg NUMBER EXPIRATION DATE CH
1 N'P 1.0 -b C)
1� A_
PROPERTY T4X ACcOUNT PARCEL NO
NEW
RESIDENTIAL
ADDITION
COMMERCIAL
E]
REMODEL
MULTIFAMILY
REPAIR
GRAIIING- CYDS
5'V__
DEMOLISH
-
TANK
GARAGE
RETAINING WALL
CARPORT
ROCKERY
PE OF USE, BUSINESfTR ACTIV" EXPLAIN:
'�' , t'V I ;") '�
NUMBER NUMBER OF
OF DWELLING
STORIES --UNITS
DESCRIBE WORK TO BE DONE
PLUMBING I MECH
COMPLIANCE OR
CHANGE OF USE
SIGN
FE?
X
Fr)
OTHER
FIRE SPRINKLER
FIRE ALARM
CRITICAL
AREAS j
NUMBEIII.
PERMIT EXPIRES 7--/
USE
ZONE
PERMIT
NUMBER
JOB
ADDRESS
'D -
SUITE/APT#
T NAMEISUf(01vls,IQ
LOT NO�
_ �_j I .% :)�%?_-N
LID NO.
LID FEE $
PUBLIC 1`110117 OF PER OFFICIAL STREET MAP
EXISTING PRO�9,SED
REQUIRED DEDICAI`ION_ FT
TESCP Approved
AW Permit Requited
Street Use Pounit Roq'd
Inspectionfinquited
.Sidewalk Requited
Undeigurtund
Wiring required
METER SIZE
LINE SIZE
jTURES
NO. F
PRV REQUIRED
YE SIA NO 13
REMARKS
OWNER/CONTRACTOR RESPONSIB FOR EROSION CONrROIJDRAINAGE
1,34 �L'
cv'ic' I &kfV'iz_Vf'U') fiereh
, ]?-�ZaUfk-
ENGINEERING REVIt-WED BY DATE
,0/ /
FIRE REVIEWED BY DATE
W
Lu
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
BOND
REQ'D
POSTED
OYES
s
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
>e
I
��o
I
EXP
LOT COVERAG6-4+—
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT 1JR SIDE REAR
L4 i� L
I 141A,
z
z
PARKING
LOT ARk
PLANNING REVIEWED BY DATE
REID
PROVIDED
g2-
I
7"1 -113
.:2ftEYARKS
IV—c:
CHECKED BY
TYPE 0[
VRUCTION
Ct
j
CCI I
OCCUPANT
GROUP
SPECIAL INSPECTIONJ
J?t/
OCCUPANT
IREMARKS
REQUIRED
t YES 1,
Ie' 2
LOAD
PROGRESS INSPECTIONS
P1
PER UBC 108/IBC109/iRC109
FINAL INSPEC'
Ill'—k - - . - i
n I ill,
777171. 1. -
REQ'D
C) 01 AS 19 - 0 Ink,
r-N7"N
Description
Plan Check
FEE
Description
State Surcharge
FEE
4t,�e,2
AT SO?CE
GLAZING % I _C'
LOT SLOPE %
Building Permit
City Surcharge
Plumbing
Base Fee
VESTE DATE
PLAN CHECK NO: q Z I ) .
M
I
Mechanical
_2
M /r,
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVE6 WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Grading
Engr. Review
9
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Engr. Inspection
Fire Review
Plan Chk. Deposit
APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS
IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS. WASHINGTON. ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL S FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTlY
FROM TH ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEME� TO MODIFX WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
Fire Inspection
Receipt #
1 7/
Landscape Insp.
Total Amt. Due
I
629
Recording Fee
Receipt N
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL
I
tGIVEN B IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
0 WITH CITY AND STATE LAWS REGULATING CONSTRUC- I his application is not a permit until signed by the
THE OWNER. I AGREE TO COMPLY CALL Building Official or his/tier Deputy; and Foes are paid, and
T 0 IN
TION AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
I VI �S RELATING To FOR INSPECTION receipt is acknowledged in space provided.
0
IN V;6LATION OFR1rLABOR CODE OF THE STATE OF WASHINGTON
T
0
WOR M
WORKMEN'S CKPENSATPN INSURANCE AND RCW 18.27. OF CIAUS SIGNATU DATE
r
7ATIM SIGNED
SIGPIATURE (OwkILK.JI.W. AGENT)
771-0220 RE(
ATTENTION E)ff 1333
ITIS UNLAWFULTO USE OR 6CCUPYABUILDING OR STRUCTURE UNTILAFINAL
INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCU-
PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110.
09/03 PRESS HARD -YOU ARE MAKING 4 COPIES
ED BY
ORIGINAL - FILE YELLOW - INS�PET-TC
PINK - OWNER GOLD - ASSESSOR
I/
z
0
1
0
M
-i -n
M
M
0
10
0 C::
M
M Z
0-4
C Z_
o -n
ri
M M
0
0
0 M
C (j)
gw
M 0
Z r-
M
r
z
-i
3:
U)
z
0
1
0
ITI
I
0
Height Calculation Worksheet
Date 1-7-6s
3q
Permit Number�)634
Address
Inspector yv,\\,
Z;
0
0
M
Average Grade �k w�
CD
Max Height (&�'+Ave.),)DL,
0 M
Actual Height (A+B+C)
C
M 0�
0.1
C:
X M�
M Z:
IC) --i
q
A
:MM
0
:OM
C
W
mo�
(C
Z
1 -711
_4
T"
Xt
Z.
z
0
0
M
Elevation of transit above Datum (B)
DatUni Elevatiori (A) 9 co)
1/tenip/btiilditig/foi-iiis/licigilt woi -kshect
i
LIU ASSOCIATES 4862746 P.02
DAILY FIELD REPORT
Job No.
LRJ & ASSOCIATES, MC. 4AO85
'dc Miles
24
19213 Kciilite Place NE Travel Time
Kenmore. Washington 99028 1
Phonc: (425) 483-9134 Fax: (425) 486-2746 1 vehicle Hrs
Lots 8 thru 13
Gane(al ContractGr
Vikina Pronerti
Calun Excavatin
Sunrise Ridge
General Contreotor SUperinterident
Ted Coleman
J. Liti
I of 1
2
-75576f W&K. - - - - �
TIMle O�T`te
12:05P
11/10/04
Wed.
Time Off Sil,
Wealher
12:45P
cloucly
Hrs Charged--
V
1.75
Client
Vikh
T!1!��2�ting trenches for the hon-les to be constructed on the 3 northern lots of the subject lots have also been
completed down to the footing level today. _ The. fool, ire all excavated into the gray fresh till of very -
dense, silty fine to medium send with some gravel and occasional cobble. Grotindwatcr has not beem encountered
and there is no standing water within the fcoting trenches.
..... ......
�tisrn opinion that the undisturbed fresh till soils will be able to render an allowable beadng capacity of at least
4,000 psf. Loose disturbed soils pushed into.the footing trenches by oonstrliction traffic should be roniov0d down
to undisturbed fresh till soils prior to pourinQ concrete for the footing 1`01.1fidations.
p3l� 0
2*1 151)
-11MAIS, 7/17/
E I V-M C, (F
........ ..
AN 2 5 -2005
1) EV &:60 M E N i S—F*,q YJ C E S C . T . R.
CITY -OF EDMONIM,
...........
U00V to: [] Continuot-i
1) Ted Coleman/Viking Propedies 2) on Noxt
3) 4) P80.0 --- —I
I o
00
sq,
00,
414/0 // 0
ALL EXPOSED SURFACES TO
0
BE COVERED WITHIN 2 D 7i t 0/oes S12 041,7
SINGLE FAMIL b C?//O 6 0
8 0/1 0110'e. 1�
!1?p /n
*AMILY R E.Sj E
JD
NCE
ri 237 Oth CO
COURT W.c�'
Eck Vqsl
6'xlO' P E#7
0-)
C'iii�r-_RICONTRA%ri-i*(--jc--�, IS RE' z" 0-)
Z)r C11 'lot
FOR EROSION CONTROI_ANIQW�-Q�AM` E 0-) N .. /39*21'3�7" W �1:5 2 3'\
0.48 R 1 79
W '// V
36.50
S;r < Ln C 10' BUILDI�
B SETBACK L z
5�q 0
�q) I � �ep
MAINTAIN PLAT INSTALL E 41 C N �Oi`ll ROL
2 2\ m
NGLE FAMIL
-AMILY C)
RESIDENCE
_NCE L-9 a
< 23705 80th CPURT W.
COURT W. 0
L M
Ld — C
D I'> f.- " 0
.0" m
&e- n
. . . . . . . . . . . . D.au :.1 1
9 - -- --r, 5 �
V
B
23
7 SINGLE FAMILY '0 0
FA�ILY -cci 01 BESdENCE c�
/A
4-71
HUHTLINE
MATERIAL A j/
SDA 35 N PERIAII�, C
04
SOH 40 C"16*,SCALE 1"=20'
OWNER/CONTR A;N'IC'T..
ANCOR W E
\AKING PROPERTIES.'IN
P.O. BOX 1034 0. 10, 20' 4d' k_- '7j
LYNNWOOD, WASHINGTON 98046 SEWER
PHONE : 425-670-2711 jjjS T I- REQ'D. PLOT PLAN 20011
PEC
CT
BENCH MARK CALL 42,5-77';1^20 EY.J., 1326 FOR OF Ebt, 0j,'
.0 .
THE PROJECT BENCH MARK IS THE CONCRETE LOT 22., VIKING HEIGHTS
MONUMENT IN CASE LOCATED AT THE
CENTERLINE OF 238TH STREET S.W. AT
APPROXIMATELY THE MIDPOINT OF THE IN SE1/4, SECTION 31, T.27N., R. 4E., W. M
PROPERTY. CITY OF EDMONDS
ELEVATION : 200.00 SNOHOMISH COUNTY, WASHINGTON
DATUM : ASSUMED
�qc
Dote:
Lovell — S auerland & Associates, Inc.
Engineers/Surveyon/Planners/Development Consultants
_e—mml- Wo@L-Aeu&eerig.com - web: 1saen&eering.com
19400 33rd Avenue W., Suite 200 LYnnwm(L WA OM - (425)775-1591 - (425)M-7998 fax
DRAWN CHEMED DATE F.JL WALE Fax No.
JTT JTT 3.6.03 =_S1 '= 20' 1 4656-0-2L
—1 0
0 C::
M
M z
C
0 -n
m
m M
0
0
0 M
C C/)
9 0)
M 0
Z
3:
z
Cn
z
0
i
F5
m
W _
L.1U k! "SSOCIATES 4 RE 62 7 46 P 0 1
DAILY FIEW REPORT
Fie d Hep, r—qe
LIU & ASSOCIAT.ES, INC. 4AO66 J. Lu .1 of 7
'9-1,55 - , i,i,,e On .5 C.-
-1
26 2.35A 4/13/2005 hUr"'
192 13 K611,alke PInce NP T,avel TIMe (Hrs) T—irrij OH Site Weatner
13-05P SLnriy to ouq
Kenmore. Washington 98028 irs
VerTcle H Site H"13 chJ11060
Plivile-.025)483.9134 Fami'423li-160-2746
1 1.5
ic-L, Locatioll Client
L; se Ridge—_— 80xx - 238th Street SW, Edn'tords Viking Propeil'tes --
o "'s �,Ijro h 24 - SUnri __1�_ece'rved
General aonlracwr General Contracto- S.iperinfendent Unchecked By
ViKin Pro erties Ted Coleman
'antractot Earthwork Cortrydor S��X_ Receved Chc-ckorj By
Esrth-No�k_
Cajun [�K�,avatinq
At the request by Ted Colerran with VIKIng Proporties, I corne on site to verify the footing be2dng soi s o he
�1:01.Jses to be built on the subJect lots. At the tirne of my site visit the footing trenches on these lots have all bc. C11
ex:.�.'2vatemd out down to trie fouting level, No qrour-awater seepage or, standing water is observed 'within the subject
lots. Some loose disturber I soils licive fallen into the footing trenches, and ir) olaces a thin layer of soils over the
bottom of he footing ti -e.ncVes is disturoed by the s r pilig f the backhoe bLIC.KiA.
1'1�a foating trenches are cut down about 21 feet below exist!r.g gradeinto brown to lighl-brown st I rLictural fill of silty
fine sand vJiLh a trace of gravel. A s I teel T-bar nrianually pushed into the footing bearing soils Can penetrate no - nioee
than 4 to -6 inches into the undistut -bed footing beahng soils, indicating Vie soils are medlUl'i-dense to dense.
I iriform Bob, the foreman with Viking Properties, that the loose th-n layer of so0s. disturbed by backhoe oucket
should be compacted to a non -yielding statR with a vibratory niechaniCcil compactor If the above recorrvienciations
are followed, ;t is niy opinion that the footing bearing soils will be able to ? ender an allowaWe bearing capacity c f at
least 3,000 pst.
A
0
RECEIVED
APR 2 12005
DEVELOPMENT SEAVICES CTR.
CITY OF EDMONDS
76FV to _-
1) Ted ColoririanfV,king Properties 2) on Noy.1
3) 4)
z
0
1
0
M
10/5/05
REED &ASSOCIATES, PS
Civil & Structural Engineering
8311 212th St, SW, Edmonds, WA 98026
Office (425) 778-2793 Fax (425) 775-2073
10/5/05
Viking Properties
Ted Coleman
-Art
PO Box 1034
Lynnwood, WA 98046 '37
Re: R&A Job#04-502
Plan 3636 (Any version)
Holdown Retrofit
To Whom It May Concern:
The T-2 holdowns on the right side of the garage may be retrofit with PHD2-SDS3 holdowns, with
(10)-1/4x3 wood screws to the framing and 5/8" diameter threaded rod with SET epoxy to the top
of stem with a minimum embedment = 3".
Should there be any questions or comments please contact our office.
Sincerely,
RECEIVED
Andrew Gahan, El
NOV 17 2-005
DEVLLOPMENT SERVICES CTR-
CITY OF EDMONDS
MICROFILM
04-502 (arrig) Letter 051005
z
0
i
0
M
10/04/2005 18:10 425774.315
VIKING
PAGE 02
5VA
REF SPACE
1
0
jjl�TCHEN
GARAGF
m
oo
2xl2 HF2 0 16' u.c.
10
M
5D
M
0
-40
0
2XI2 W2 0.16, O.C.
202 012' O.r-
c
m
-DINING
m z
-D'
71/2-
c z
>
ch
0 -n
b
400 DF2 HOR (NON-ORG)
m
m M
cn
UMNG
0
0 m
c CD
9 CD
2xlZ Hm a ial o.C,
M 0
_LOMR
p
`4 C FM
FAN Y.T.O.
'5\A-2-
.
z
0
L-
-4
0
m
Rwc
FINAL PROJECT APPROVAL FORM
TO:
D A'1'1'-'-:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
PLEASE SIGN
z
01t�-ENGINEERING DIVISION DATE— 0
,EA.
'ES,
PLANNING DIVISION DATE
PLEASE SIGN =n-
Fn
PROJECT Om
SITE ADDRESS
PERN41T fi,262C)-� ZgZ4 —ADBY DATE INSPE CTED
DESCRIPTION OF WORK TO BE INS PECTED
e--
A field inspection was conducted to determine compliance with - approved plans. Final approval
denotes that there are no objections from the *above signed Department to the release of
PEPWORMANCE BONDS and the granting of:
Y- GRANT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
El Copy of CONDITIONS given to owner/contractor by 1pspcctor
FAILED FINAL INSPECTION - OUI'STANDING ISSUES
0 Copy of CORRE CTION NOTICE given to owncr/contractoi- by inpcctoi-
1.
-AA
3.
R.E-INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPIZOVAII
Date Signature
I:teiiip:I)I(lg:fomi.,;:oc,iprvI 3/25/04
i�
C
M
0
-10
0 C:
M
M Z
0 -n
"M
>
M M
0
0
0 M
C Cn
F. Cn
Q
Z
M
;U
-4
r
z
--4
X
Cn
z
0
M
RECORD OF INSPECTIONS
INSPECTOR
DATE APPROVED
SETBACKS
-057
.....................
FOUNDATION:
Footing ......................
LA -.,u -6 6
Wall ..........................
o-5
Pier/Porch .................
Retaining Wall ...........
Slab Insulation ..........
PLUMBING:
Underground .............
02 lz�
Rough -In ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping ..................
Equipment.................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
FRAMING ........................
-17-05
FIRST FLOOR FRAMING...
INSULATION ...................
J-4
Floor Insulation .........
Wall Insulation ...........
P
Ceiling Insulation .......
SHEETROCK NAILING
Ide
_6�
...
S,PFCIAL INSPECTION ...
-
-7-
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................
Side Sewer P
Amout Paid $
js
Date Issued
Water Mete.- S,� z0.
7
Amount r-n1c�, j*.ae� F
Date
The Initials NIT are Milt011
Thompson, a temporary contract A rn 3,., n I P dd!
inspector for the CitY.
z
0
4
0
M
-n
M
0
0
0 C
M
M Z
jo -i
C _Z
o -n
n
MITI
0
0
0 M
C cl)
K Cn
Q 0
Z
.4
z
z
0
M