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18427 OLYMPIC
VIEW DR
y
ADDRESS: yaczl . v/
TAX ACCOUNT/PARCEL NUMBER: D� (� r%� �ee 5)D
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:- G 11 — DETERMINATION: ❑ Conditional Waiver Study Required ❑ Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:_
PERMITS (
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #: 7
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
OTHER:
LID #: 51
LOT: BLOCK:
LATEMPTST'sTorms\Street File Checklist.doc
FILE NO. qLC-' -21 9
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: 16417 - L9 IM F/C Ui,'c -(,U E -
2. Property Tax Account Number: 5&56P 00 / D d / 00 O 3
3. Approximate Site Size (acres or square feet): - 0
4. Is this site currently developed? _yes; no.
If yes; how is site developed? 6/UZ;,L0 f-AM 11-Y i1ES .
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site. C. E '
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over `t;:wT
i�
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a verfiYKNcae of
10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe): 7"
6. Site contains areas of year-round standing water: Aze)_ ; Approx. Depth:
7. Site contains areas of seasonal standing water: ; Approx. Depth:
What season(s) of the year? '
8. Site is in the floodway ��_ floodplain of a water course.
ate contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Flows are seasonal? (What time of year? ).
-710. Site is primarily: forested ; meadow ; shrubs ; mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: _S9 .
9 �eew S®x 1 ?nf �L..
City ®f Edmonds
CRITICAL AREAS C ECKLISY'. COUNTER
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The
information needed to complete the Checklist should
be easily available from observations of the site or
data available at City Hall (Critical Areas inventories,
maps, or soil surveys).
An applicant, or his/her representative, must fill out
the checklist, sign and date it, and submit it to the
City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on
this form. In addition, the applicant shall include
other pertinent information (e.g., site plan, topography
map, etc.) 'or studies in conjunction with this Checklist
to assist staff in completing their preliminary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual; to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant-
day &7-
Na=. /
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Street Address
City State
Telephone
Signature
Date
Zip
Applicant Representative:
/may �'EN�7— lAg6V,
Name
�'G PLC �_:Y'UVC
Street Address
City State Zip
-ZeG)3Z4,zf('P�
Signature /
Date
c: recep donljanakad.doc
(over)
• •
. City of Edmonds
Critical Areas Determination
Applicant: Ray Ernst Determination #: CA-98-218
Project Name: Permit Number:
Site Location: 18427 Olympic View Drive Property Tax Acct #: 5656-001-001-00-03
Project Description:
Non -Project Specific
Determination: Study Required:
During review and inspection of the subject site on August 26,1998, it was found that the
site contains a Steep Slope Hazard Area along the western portion of the property pursuant
to Chapter 20.15B of the Edmonds Community Development Code (ECDC).
Based on these findings, prior to submission of any development permit, the requirements
of ECDC 20.15B must be satisfied by completing the following:
Before any permit application may be submitted, submit to the Planning
Department a topographic survey prepared by a Licensed Land Surveyor delineating
Steep Slope Hazard Areas. Any slope of 40% or more with at least 20 feet of rise will
be classified as a Steep Slope Hazard Area. A 50 foot buffer is required from both the
top and toe of the slope. A 15 foot building setback is required from the 50 foot buffer.
For development of any kind which is proposed within the critical area, 50 foot buffer
or 15 foot buffer setback, it must be shown that the development will not adversely
impact the Critical Area or its buffer, by doing one or possibly both of the following
depending on the outcome of the study:
1. For development proposals which will occur within the 50 foot buffer, but no
closer than 25 feet from the top or toe or the slope, the 50 foot, buffer
requirement may be reduced to 10 feet if a study is completed by a licensed
geologist or geotechnical engineer which clearly demonstrates that the
proposed buffer alteration will have no adverse impact upon the site, the
public or any private party. All Critical Area Studies, except those done by a
licensed geotechnical engineer, must be completed under a three party
contract where the City hires the professional required, and the applicant
pays for the study (pursuant to ECDC Section 20.15B.150).
2. If development must occur within the critical area, buffer, and/or buffer
setback, and is not identified as an exception per ECDC Chapter 20.15B, a
Reasonable Use Exception and Variance must be obtained pursuant to
ECDC 20.15B.170A and 20.15B.040C).
•
All proposed development of the subject lot must meet the requirements of Chapter
19.05 of the Edmonds Community Development Code.
If the property owner wishes to apply for a specific development permit which they feel
would not impact the Critical Areas located on the site, they may submit their proposal
to the Planning Department for review. If the Planning Department finds that the
proposed development permit will not adversely impact a Critical Areas or its buffers, a
conditional waiver may be issued on a project by project basis.
ason Tourtellot
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PROPERTY LINE 121.27'
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PLOT PLAN
1"=10'-0"
DRAWING SCHEDULE:
A1.0 PLOT PLAN / COVER SHEET
A2.0 FLOOR PLAN, ROOF PLAN
A3.0 ELEVATIONS / SECTIONS
A3.1 EXISTING ELEVATIONS
S1.0 FRAMING PLAN
PROJECT DIRECTORY:
OWNER: DOUGLAS & MARY ANDERSON
18427 OLYMPIC VIEW DR.
EDMONDS, WA 98020
ARCHITECT: DAVID COLEMAN/ARCHITECTURE
5206 BALLARD AVE. N.W.
SEATTLE, WA 98107
CONTACT: CAREY DAGLIANO HOLMES
PHONE: (206) 443-5626
FAX: (206) 443-5560
EMAIL: JZ®DAVIDCOLEMAN.COM
GENERAL
CONTRACTOR: TBD
PROJECT ADDRESS:
18427 OLYMPIC VIEW DR.
EDMONDS, WA 98020
PROJECT DESCRIPTION:
EXISTING KITCHEN AND STUDY
INTERIORS TO BE REMODELED.
REPLACEMENT OF SOME WINDOWS.
NO CHANGE TO EXISTING
FOOTPRINT, LOT COVERAGE OR
ROOF LINE.
GOVERNING AUTHORITY:
CITY OF EDMONDS DEVELOPMENT SERVICES
TAX PARCEL NUMBER:
00565600100100
LEGAL DESCRIPTION:
SEAHURST PLAT OF BLK 001 D-00 PAR "D" AS
DESC IN CITY OF ED LOT LN ADJ REC'D AF NO
8612150123 & BEING PTNS OF TRS 1,2 & 3
SEAHURST & OF LOT 9 BLK 3 ED SEAVIEW TRS
DRAWING SYMBOLS
Dwg. # Typ.
kSht.
Detail Bug
# Typ.
Elevation
w
z
J
Building Section
0
a
Wall Section
X
X 40X
Interior Elevation
X
eDoor
X
Designation
eWindow
X
Designation
�Y>Material
Designation
E - Exterior
+/-0",ok LOCATION
0 106-0"
/j
*HB
9D,S,
C - Ceiling
I - Interior Elevation
Elevational Datum
Spot Elevation
Critical Alignment
Secondary Alignment
Stair Dimension
Hose Bibb
Downspout
ZONING CODE INFORMATION:
ZONE: RS 12
LOT COVERAGE CALCULATIONS:
EXISTING FOOTPRINT (INCL. PORCH / OVERHANGS): 3,454 SQFT
NO CHANGE TO EXIST. FOOTPRINT (COVERAGE): 13,454 SQ
LOT AREA: 30,927 SQFT
ALLOWABLE LOT COVERAGE (35% OF 30,927) OR 10,824 SQFT:
3,454 < 10,824 SQFT: ALLOWABLE COVERAGE = 10,824 SQFT
BUILDING CODE INFORMATION:
BUILDING CODE: 2006 I.R.C.
CONSTRUCTION TYPE: VB WOOD CONSTRUCTION
OCCUPANCY TYPE: SINGLE FAMILY RESIDENCE
SETBACKS: HEIGHT CALCULATION:
SIDE YARD SETBACK = 10'-0" NO CHANGE TO EXIST. ROOFLINE
REAR YARD SETBACK = 25'-0"
FRONT YARD SETBACK = 25'-0"
ENERGY CODE INFORMATION:
SEE SHT. A3.0
MECHANICAL f VENTILATION NOTES:
1. MAXIMUM HEAT SYSTEM SIZE:
EXISTING GAS HEAT SYSTEM TO REMAIN
2. VAPOR RETARDERS:
VAPOR RETARDING PAINT LISTED FOR THIS APPLICATION,
TO BE USED ON INTERIOR SIDE OF ALL EXTERIOR WALLS &
CEILINGS. 6MIL. POLY -VAPOR BARRIER TO BE USED UNDER NEW
CONC. SLABS.
3. WHOLE HOUSE INTERMITTENT VENTILATION:
90 CFM EXHAUST FAN LOCATED IN MAIN FLOOR BATHROOM. TIMER
SET TO OPERATE A MIN. OF 12 HRS. PER DAY. DOOR TO BATHROOM
TO HAVE 1" CLEAR AIRSPACE AT BOTTOM TO PROMOTE AIRFLOW.
4. BATH, LAUNDRY, & SIMILAR ROOMS TO BE PROVIDED WITH
MECHANICAL VENTILATION DIRECTLY TO OUTSIDE, CAPABLE OF 5 AIR
CHANGES PER HOUR.
ROOF VENTILATION:
5. NET FREE AREA X50 OF ATTIC AREA OR &o IF Y2 IS IN EVE & Y2 IS A
MIN. OF 3'-0" ABOVE PLATE LINE PER 1 SF OF ATTIC VENTILATION,
WITH VAPOR BARRIER ON HEATED SIDE.
6. CRAWLSPACE VENTILATION:
NET FREE AREA Y3oo OF CRAWLSPACE AREA PER 1 SF OF
CRAWLSPACE VENTILATION, WITH VAPOR -BARRIER ON HEATED SIDE.
GENERAL NOTES:
(SEE SPECIFICATIONS FOR SUPPLEMENTAL INFORMATION TO THE GENERAL NOTES)
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON
DRAWINGS AND AT THE JOB SITE AND SHALL NOTIFY THE ARCHITECT OF ANY OMISSIONS,
DISCRPENCIES AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK.
2. DRAWINGS NOT TO SCALE. LARGE SCALE DIMENSIONS GOVERN
OVER SMALL SCALE DIMENSIONS.
3. CONSTRUCTION DIMENSIONS SHOWN ARE TO FACE OF STUD ON EXTERIOR FRAME WALLS,
TO FACE OF STUD ON INTERIOR PARTITIONS, TO TOP OF SUBFLOOR OR SLAB ON GRADE
AT FLOOR LEVELS AND TO FACE OF MASONRY ON MASONRY WALLS, UNLESS NOTED OTHERWISE.
SEE TYPICAL WALL SECTIONS FOR CONCRETE WALL TO FRAMING RELATIONSHIPS.
4. ASBESTOS TESTING & REQUIRED ABAITMENT, DEMOLITION, PLUMBING, MECHANICAL AND ELECT'L
WORK SHALL BE UNDER SEPARATE PERMITS ACCORDING TP PREVAILING CODES.
CONTRACTOR SHALL OBTAIN SUCH PERMITS.
5. SPECIAL INSPECTIONS THAT ARE REQUIRED BY THE BUILDING DEPARTMENT SHALL BE
COORDINATED BY THE CONTRACTOR.
6. SEE SPECIFICATIONS FOR REQUIRED SHOP DRAWINGS. CONTRACTOR SHALL PREPARE & SUBMIT
SHOP DRAWINGS TO ARCHITECT AND, AFTER ARCHITECTS' REVIEW, TO GOVERNING AUTHORITY.
7. OPERABLE WINDOWS FROM BEDROOMS AND BASEMENT LIVING SPACE SHALL HAVE OPERATORS
THAT ALLOW FOR A FULL 180-DEGREE SWING OPEN POSITION. MINUMUM EGRESS DIMENSIONS
SHALL BE MAINTAINED ACCORDING TO I.B.C. 1025.2: 5.7 SF NET CLEAR, 20" WIDE AND 24"
HIGH WITH 44" MAX -MIN SILL HEIGHT.
8. PROVIDE BLOCKING AT WALLS BEHIND LIGHT FIXTURES, TOWEL BARS, HOSEBIBS, STRUCTURAL
STEEL CONNECTORS AND ANY OTHER MOUNTED ACCESSORIES.
VERIFY TYPE OF MOUNTING BLOCK WITH ARCHITECT PRIOR TO INSTALLATION.
9. PROVIDE DAMPROOFING ON ALL BELOW GRADE FOUNDATION WALLS PER I.B.C. 1402, AND ALL
ACCESSORIES REQUIRED FOR A COMPLETELY WATERTIGHT INSTALLATION, INCLUDING BUT NOT
LIMITED TO: FLASHING, COUNTERFLASHING, SEALANT, AND CAULKING AT ALL ROOF AND WALL
PENETRATIONS; INTERLOCKING WEATHERSTRIPPING AT ALL DOORS AND WINDOWS; WATERSTOPS
AND OTHER CONCRETE INSERTS AT BELOW GRADE COLD JOINTS.
10. PROVIDE NOTCHING, DRILLED HOLES (ACCORDING TO STRUCT'L ENGINEERS'S RECOMMENDATIONS)
OR FURRING STRIPS PERPENDICULAR TO ROOF JOISTS TO ALLOW CROSSVENTILATION OF ROOF
JOIST SPACES. MAINTAIN 1" MIN. CLEAR FROM TOP OF INSULATION TO BOTTOM OF SHEATHING.
11. PROVIDE THE FOLLOWING AT ALL FIREPLACES:
-6 SQ. IN. MIN. OF OUTSIDE COMBUSTION AIR DUCTED FROM EXTERIOR.
-2" MIN. FIRE SEPERATION BETWEEN FIREPLACE & FRAMING
- MARBLE, GRANITE, OR OTHER NON-COMBUSTIBLE MATERIAL FOR HEARTH
ALL FIREPLACE CONSTRUCTION SHALL CONFORM TO I.B.C. 2111.
12. PRESSURE TREATED LUMBER TYPICAL AT ALL EXTERIOR APPLICATIONS AND CONCRETE SURFACES.
USE APPEARANCE -GRADE MATERIAL IN ALL EXPOSED LOCATIONS.
13. ALL STEEL USED ON THE EXTERIOR OF BUILDING OR EXPOSED TO MOISTURE SHALL BE
GALVANIZED. FINISH WITH POWDER COAT OR AS CALLED OUT IN ARCHITECTURAL SPEC.
14. SEPERATE ALL UNLIKE METALS OR PROVIDE INERT SPACER TO PREVENT ELECTROLYSIS
15. ALL REQUIRED SMOKE DETECTORS TO BE HARDWIRED W/ BATTERY BACKUP PER R313.21 OF THE IRC.
16. SECURE SITE FROM CRIMINAL ACTIVITY PER I.B.C.
17. STAIRS SHALL COMPLY WITH SECTION R311.5 OF THE IRC
18. ROOF VENTILATION SHALL COMPLY WITH R806 OF THE IRC, SEE ROOF PLAN FOR CALCULATIONS
19. FIREBLOCKING AND DRAFTSTOPING TO COMPLY WITH R502.12 AND R602.8 OF THE IRC
20. FLASHING, COPING AND SCUPPERS SHALL COMPLY WITH R703.2 AND R903 OF THE IRC
21. ENTRY DOORS SHALL COMPLY WITH SECURITY REQUIREMENTS R330 OF THE IRC
22. ALL DECKS AND GUARDRAILS SHALL COMPLY WITH R312 OF THE IRC. SEE ELVATIONS
23. ALL SKYLIGHTS SHALL COMPLY WITH R 308.6 OF THE IRC, SEE A3.2
24. ALL HAZARDOUS GLAZING LOCATIONS WILL COMPLY WITH R 308.4 OF THE IRC, SEE A3.2
25. ALL CEILING ASSEMBLIES SHALL MEET R305 OF THE IRC
26. SEPARATIONS BETWEEN GARAGE AND LIVING SPACE SHALL COMPLY WITH R309.1, R309.2 AND R309.3
OF THE IRC.
27. ALL ATTIC AREAS TO BE ACCESSABLE BY A 22X30 ACCESS PER R807 OF THE IRC. SEE FLOOR PLAN
28. ALL CRAWL SPACE AREAS TO BE ACCESSABLE BY 18X24 ACCESS PER R408.3 OF THE IRC.
29. ALL REQUIRED SOURCE SPECIFIC AND WHOLE HOUSE VENTALATION SHALL MEET REQUIREMENTS
OF WAC 51-13 VIAQ 302.2 AND 302.3
RECEIVED
MAY 14 2010
BUILDING DEPARTMENT
CITY OF EDMONDS
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