20040316.pdfDATE RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
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THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
I= BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
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Lu PERMIT APPLICATION: 180 DAYS
n. PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
U) 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
2 IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT HE
DEEMED TO MODIFy, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.%
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW IB.2T
SIGNATURE (6�wNER " R AGENT) DATE SIGNED
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USE PERMIT
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JOB SUITEO
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approvaci 13
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EXISTING — PROPOSED
inspection Required Q
Sidewalk Required E3
REQUIRED DEDICATION- F1
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METER SIZE
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NO. OF FIXTURES
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REMARKS
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REMARKS
Description
Plan Check
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Plumbing
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Engr. Review
Engr. Inspection
Fire Review
Fire Inspection
Landscapelnsp.
Recording Fee
CALL
FOR INSPECTION
(425)
771-02
A17ENTION Off 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
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Total Amt. Due
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APPLICATI APPROVAL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt is acknowledged in space provided.
OFFICIALS SIGNATURE DATE
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,,_1 I/DATE
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES
ORIGINAL - FILE YELLOW'- INSPECfC
PINK - OWNER GOLD - ASSESSOR
GREEN - ACCOUNTING
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04/07/2004 14 10 FAX qeoS 764 2615
04/02/2004 15*04 FAX 4257725536
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ENGINik=RING
VA �-'EDICAL CENTER 00 1/ 00 1
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OBSERVATION REPORT
Project:
Jackson Residence Foundation
JZeport No. 1
Location,.
23814 84' Avenue West
'P,rirnnnds. WA 99026
non & Nikki I
Field Repre5entAtive:
Chris J36mards
Ea—te-of —Slie—V�10_itmarl-2=6, 2004
Purpose Of Site Visit;
To observe the oxisitDg foundation for the
recent additicn.
CG Project No.;
04036.10
Introduction I
CC Engineering was retairiedoy the Jacksons to perform a stmctWal obs-Tvat 0 f the
foundation used for a recenUy constructed addition to the above-mcutioned residence, It is our
understanding that the new addition was built in the same location as a recently dernolished
gmge on the same foundation, The garage was sirmll2rly fTamed but was removed due to Its
deteriorated condition. OuT observation was to deterri-dne if the existing fou-odation has tbes
capacity to suppon the new addition.
Foundation Loading e understand from
Although we did not know the fran-dni; configuration of the pmvious garage. W
the Sacksons that it was slightly larger and heavier thRn the new addition that was bu�t in its
place. Becatise of this, we conclude that the loading from the new addition has not increased any
from the previous garage. and is roughly equivalent,
Field Obse"AdOng
The following aLre observations =de at our March 262'field visit:
• Addition is supporled by a concrete slab bearing on a bed of gravel nnd rock of vuYing Sizc
and height above grade, walls built over slab,
• Slab thickness is unknown due to flooring and
• Reinforcing in slab is unknown,
• No obscryeA setticment dmiAge In new construction (ppr the Jacksons, no settlement damage
was observed In the demolished garage either).
Conclusions
If the frmfts and loading distribution for the new addition roughlY matches that In the
demolished garage, we would expect the foundation to perform sLrailarly for t_he new structure as
it did for Lhe garage since it hasn't undergone a load
change. However, if the fran-dng or loading has 0 G U14
changed significantly. settlement, slab cracking, and 0 VA
other associated damages could Occur -
Please also note that although the. slab foundation was
not da=jed during previous saisralc cvemts, we would
expect that darriage could occur. since the foundation k
likely does not rnmt the provisions in the 1997UnifOrm AL
Building Code.
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MICROFILM
HWAGEOSCIENCES INC.
Gcotechnical Engincerhig - 11,ydrogcology - Gcoenvironnicillal Services - 111spectioll Testing
December 8, 2003
HWA Project No. 2003-000-21-26
Don & Nikki Jackson
th
2' )814 84 Avenue West DEC I f)
Edmonds, Washington 98026
BUILDING DEPT,
Subject: Residential Addition Evaluation
23814 84"' Avenue West
Edmonds, Washington
Dear Mr. & Mrs. Jackson:
In accordance with your request, HWA GeoSciences Inc. (HWA) performed a site visit at your
residence to evaluate foundation conditions for a recently constructed addition to your house.
We understand that a garage previously occupied the area of the addition, and that due to its
-ucted
rotting and deteriorated condition, the garage was demolished and the new addition constr
on the existing garage slab. We understand that the work was done without a City of Edmonds
B uildin- Permit and the city requires an engineering evaluation of the structure to verify it was
constructed in accordance with the Uniform Building Code. The purpose of our investigation
was to evaluate whether the existing, slab is capable of supporting the addition and is limited
solely to a geotechnical engineering evaluation of the structure.
We met with you and performed a site reconnaissance, which included visual inspection and
probing of the subgrade surrounding the garage, on December 4, 2003. The ground surface in
your yard is relatively flat, and is grass covered with several trees.
Accotding to geologic mapping for the project area, Geologgic Map of the Edinonds East and
Pai-t of the Edinonds PVest Quadrangles, PVashington, USGS MF- 1541 (Smith, 1975), the project
ry dense/hard.
area is underlainby deposits of glacial till. Glacial till typically consists of a ve
relatively impen-neable, heterogeneous mixture of clay, silt, sand, gravel, and cobbles. in this
-ises the basal load that was transported by and deposited under the last
area, glacial till compr
-iard condition. However, probing the ground
advancing glacier, giving rise to its very dense/I
C
surface around the new addition revealed loose soil conditions to at least 2 feet below existing
ground surface. The loose material may be fill that was placed to during site gradin-al
The new addition, and previously the garage, appears to be founded on a concrete slab resting on
a bed of -ravel and cobbles ranging in thickness from several inches in the front (east) to
19730 - 64th Avenue W.
Suite 200
Lynilwood, WA 98036,5957
Tel: 425.774.0106
Fax: 425.774.2714
Nvmdiwageosciences.com
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December 8, 2003
HWA Project No. 20033-000-21-0026
approximately IS inches in the back (west). We were unable to deten-nine the thickness or
condition of the concrete slab as it is covered by the floor bearns and flooring of the new
addition. Additionally, we do not know the condition or configuration of the previous garage,
although we were infon-ned by you that the new addition is slightly smaller and weighs less. A
cursory visual examination of your house revealed no obvious signs of settlernent damage and
you infon-ned us that no settlement damage to the previous garage was noted. No gutters have
been installed on the addition and due to the rain at the time of inspection, water was observed
ponding on the ground around the addition.
CONCLUSIONS & RECOMMENDATIONS
Not knowina the confi,,uration and weight of the previous garage, we can only conclude that if,
1.) t2 ZP
as you indicated, no prior settlement damage to the previous garage or existing slab had
occurred, then no future settlement problems should arise if the weight of the new addition is less
than or equal to the previous garage and the loads are distributed in a similar manner. However,
if the new addition is heavier than the previous garage or new loading is substantially different in
magnitude and/or location, settlement and associated damage to the new structure is likely, given
the relatively loose soil conditions surrounding the structure.
We recommend that gutters be installed to the new addition and downspouts be tightlined away
from the slab. Failure to properly drain the area could contribute to ponding of water around the
addition and potential future softening of the bearing soils giving rise to settlement and structural
damage.
I
LIMITATIONS
This report does not address structural considerations of the new addition or its foundation.
Within the limitations of scope, schedule and budget, HWA attempted to execute these services
in accordance with generally accepted professional principles and practices in the fields of
geotechnical engineering and engineering geology in the area at the time the report was prepared.
The scope of our work did not include environmental assessments or evaluations regarding the
presence or absence of wetlands, hazardous substances in the soil, or surface water at this site.
0.0
200-35-000-21-0026 letlerl.doc � 1) HWA GEOSCIENCES INC.
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December 8, 200'
HWA Project No. 2003-000-21-0026
ou require
We appreciate the opportunity to provide our services. If y additional information,
please call.
Sincerely,
HWA GEOSCIENCES INC.
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EXPIRES 03/ 18
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Bryan K. Haw kins, P.E. Lome Balanko, P.E.
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01
CITY OF EDMONDS
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MICROFILM
DEVELOPMENT SERVICES DEPARTMENT
121 5TH AVENUE NORTH, EDMONDS, WA 98020 (206)771-0220
DETERMINATION OF LEGAL NONCONFORMING BUILDING
PROPERTY ADDRESS: 23814 84 TH Ave. W.
TAX ACCOUNT PARCEL NUMBER: 00463300900103
LEGAL DESCRIPTION: HANBURYS SOUND VIEW TRS 13LK 009 D-03 — S 70FT OF N1/2 LOT I & S 70FT OF E
55FT OF N1/2 LOT 2
It is hereby determined that pursuant to Chapter 17.40 of the Edmonds Community Development Code the property
identified above contains a nonconforming (check only one of the following):
USE BUILDING X (Attached Garap-e Converted to storaze rooms) LOT
Description of legal nonconforming use, building, lot or sign (describe in detail): The owners of 23814 84 1h Ave. W.
have applied for a building permit for removin2 an attached P-arap-c and building an addition containing two storape
rooms onto their house. The addition is located 4' away from the south (side) property line and thus does not meet tile
required 7.5' side setback. The owner states that the addition is in the exact location of the old garage. The Edmonds
Community Development Code describes a nonconformine buildina as one which once met bulk zonina standards ... but
no longer conforms to such standards due to the enactment of or amendment of the zoning ordinance of the city o
Edmonds or the application of such ordinance in the case of a structure annexed to the City (ECDC 17.40.020.) This
same section of the code states that an alteration to the non -conforming buildinp. that otherwise conforms to the
provisions of the zoning ordinance and does not expand any nonconforming aspect of the buildiniz shall be permitted.
The homeowner has submitted photol1raphs that show the attached ppraue prior to reconstruction. The photographs
appear to show that this attached P-arap-e is in the precise location of the new addition. Snohomish County Assessor
records for the home were also submitted that indicate that the p_arage was constructed in 1955. The dimensions P-iven
for the earaize on the records match the dimensions of the addition and a sketch shows the former footprint of the
attached garage in relation to the house. This also matches the layout of the new addition. The area where the
property is located was annexed to the City of Edmonds in 1994 and in 1955 was part of unincorporated Snohomish
County. Information from Snohomish County on rile at the City indicates that in 1955, setbacks may not yet have been
required for this area. Sufficient evidence appears to have been presented to indicate that the addition constructed by
the homeowners was an alteration to an existine non-conformine structure which otherwise conformed to the provisions
of the zonin2 ordinance and did not expand any non-conforminE aspect of the buildin2.
This determination was made based on the following information and documentation: Snohomish County Assessor's
Data that indicates oriainal home was constructed in approximately 1942 and that garaec was constructed in 1955 and
was approximately 13 X 19 and 247 square feet in area. (See Attachment I). Photolzraphs of residence with former
earap-e (See Attachment 2). Photographs of house with new attached storage (See Attachment 3). Site plan showing
location of house w/ attached storage in relation to property lines (See Attachment 4). Floor plans showing layout of
house and storage and dimensions of attached storape (See Attachment 5).
Date Annexed: 1994 Date Constructed: 1955 (Attache Garage)
This determination is made with the understanding that the status of the parcel may be altered by
amendments to the Edmonds Community Development Code (ECDC) adopted subsequent to the issuance of
the determination and provided that the City shall not be liable for damages for its action to amend the
ECDC affecting this determination. This determination shall be null and void if any activity, action, or
omission as listed in ECDC Chapter 17.40 occurs which would terminate the nonconforming status. This
includes, but is not limited to, alteration to the nonconforming use, building, lot or sign not in accordance
with the requirements of the Edmonds Community Development Code, including required approvals and
permits.
List Attached Documents: Photographs of home with former attached garage, Photographs of house with
new addition, Snohomish County Assessor data for property, site plan and floor plans for addition,.
Owner of Record:
(NAME)
(SIGNA-rURE)
Issued by: cc-b-y- C�- y C. 0— 1-11, 1�0 e- -1 ci-62--
(NAME) JITLE)
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(SIGNA'ruRE) (DA-17L:'-)
Supervisor Concurrence:
(SIGNA'ruitn
NOT AUTHORIZED FOR RECORDING
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SNOHOMISH COUNTY
Property Account Summary
Account No.: 00463300900103 Alternate Property Number: 46330090010304
AccountType: Real Property
TCA: uUZZ1
Situs Address: 23814 84TH AVE W
d9F.
EDMONDS, WA 98026
R
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Legal: HANBURYS SOUND VIEW TRS BLK
009 D-03 - S 70FT OF N11/2 LOT I & S 70FT OF E 55FT
OF N1/2 LOT 2
NOV - 4.2003
Parties:
npmnpMF;NT
SERVICES CTR-
CITY OF EUMUNUb
Role Name & Address
Owner JACKSON DONALD & NIKKI
23814 84TH AVE W
EDMONDS, WA 98020
Taxpayer JACKSON DONALD & NIKKI
23814 84TH AVE W
EDMONDS, WA 98020
Property Values:
Value Name
2004
2003 2002
Taxable Value Regular
$170,700
$117,100 $117.100
Market Total
$170,700
$117,100 $117,100
Assessed Value
$170,700
$117,100 $117,100
Market Land
$130,000
$83,000 $83,000
Market improvement
$40,700
$34,100 $34,100
Property Characteristics:
Tax Year Characteristic
Value
2 - 004- Use Code
111 Single Family Residence - Detached
Unit of Measure
Acre(s)
Size
0.27
Exemptions:
(End of Report)
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BLK 009 D-03 -
LIN F . IN[ I SHED
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S 70FT OF N1/2 LOT I
a S 70FT OF E 55FT
DATE
REMODELED
nF N1/2 LOT 2
DATE
OVED
OTHER CONSTRUCTION
DATE S.F -0 VIN r- I
TYPE BUILT CONST. FLOOR ROOF DIMENSION AREx CONDITION FACTOR VALUE DEP. ALLIE
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Parking Requirement as requested
N
841
Two Parking Spaces
each are 1. 5' wide
and 20' deep.
Approx.
26'
4
200 sq
feet Apprmcq86
.... . . . .... ......................................
overed porch
BUILDING DEPT.
54'
Nikki and Don Jackson
Fw.--71
238M 841" Ave w. Edmunds, Wa. 9802U
Main Street total lot SQ feet 12,800
---------------- .......... ....... ... ...... . .................. ...................
Fence line New addition Ditch inca
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now Master
Stomp and animal bedroom I C)
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plumbing wodcroom bedroom
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Covered porch
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Wsting-780sf Old Garage removed and now storage rooms added to garage spa=.
Now-200sf
Totd- 980
97 EUNBC
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Front of house
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CITY OF EDMONDS
BUILDING DEPARTMENT
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ADDRESS
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OWNER
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APPROVED DATE:��, -------
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CLOG, OFFICIAL
PERMIT NUMBE
AP PL (,-`J"ANT,C0 PY
KOO 13
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200 sq
Approx. 780
feet
sq feet
......................................... ............
Covercd porch
JUN
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waw Nikki and Don Jackson
238t4 84' Ave w. 12dinonds, Wa. 98026
Main Street total lot SQ feet 12,800 +
Pence line New addition
...........................................................................
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By order of the Building Official for the
City of Edmonds
All Persons Are Ordered to
STOP WORK
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AT ONCE
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Pursuant to Section 202(d) of the Uniform Building Code the Building Official for the 0
City of Edmonds hereby orders all work to STOP at the site listed below. 0 C
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Address: _74 Iskf 6R44p, #4004 "UST- C
For the following reason(s): /�"Mue?7&j
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Posted this Or— (lay of
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Building Gfficial
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WUP WARNING ` qpw'P
The failure to stop work, or the
resuming of work without permis-
sion from the Building Official,
or the removal, mutilation, or
concealment of this notice is
punishable by fine and imprison-
ment.
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CITY OF EDMONDS
DEVELOPMENT SERVICES DEPARTMENT
121 5th Avenue North, Edmonds, WA 98020
(425) 771-0220
ORDER TO CORRECT VIOLATION
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Location of Violation (Address and Tax Account Parcel No): 23814 80 Avenue West, Edmond--.
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WA 98026 Tax Account Parcel No. 0046-330-0900-103
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Issued To: Donald & Nikki Jackson, Property Owners
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Address Of Person This Order Is Issued To: 23814 84 Avenue West, Edmonds, WA 98026
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Code Section Violated:. Edmonds Community Development Cole ChUter 19.00, UnifogiBuilding
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Code Sections 106 & 108 & 109.
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Description of Violation: Construction without first obtaining a building pen -nit.
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Corrective Action Required: 1) Submit a complete construction qpplication for building peM11L,
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including detailed plans and, 2) PU all applicable plan review and building permit fees. Note, permit
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fees shall be doubled since work was started prior to permit issuance OR, 3) Obtain a dernolitign29EMA
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to ction work.
Correction is Required no later than: 5:00pm (time) April 24, 2003 (date)
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If correction is not made by the date and time specified in the Order, a Notice of
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Civil Violation shall be issued. The Notice of Civil Violation shall assess fines of
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$100.00 per day, or portion of a day, during which the violation continues.
Date Posted: Ap iLl_l 0 2003 Date Mailed: April 10, 2003 Date Served
Issuing Party Jeannine L. Graf Title Building Official
Signature
RECORD OF INSPECTIONS
INSPECTOR
DATE APPROVED
SETBACKS .....................
FOUNDATION:
Footing .......................
Wall..........................
Pier/Porch .................
Retaining Wall ...........
Slab Insulation ..........
PLUMBING:
Underground .............
Rough -in ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping .................
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
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NAILING ..........................
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FRAMING ........................
FIRST FLOOR FRAMING...
INSULATION
...................
Floor Insulation .........
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING ...
SPECIAL INSPECTION
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................
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