HomeMy WebLinkAboutBLD2002-00612 410 III
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD02-00612 Received Date 10/16/2002
SITE ADDRESS: FLAGLER RD Issue Date 12/3/2002
NORDLAND, 98358
APPLICANT: JOHN C MATTHIESEN PHONE: (360)385-5971
RITA M KEPNER
8643 FLAGLER RD
NORDLAND WA 98358-9600
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 021294009 Section: 29 Township: 30 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION HOBBY STUDIO
[vQU R TBAC CToO O1( tit 4./a3 if
[4 Foundation: OKj%z frs !!1
[ ] Underground Plumbing/Underground Insulation:
[ ] Shear Wall: 6idie/6A5 3/J/? '>
f
[ ] Framing/Plumbing: f?AM/0G ci'ji/z/43
[ ] Propane Tank/Lines:
[ ] Insulation: Qg ,/f 3
r
[ ] Septic System Final Approval:
[ ] Zoning Final Approval:
["] Final/Occupancy Approval:-`�2f or
HEALTH DE AR MENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
SPECIAL CONDITIONS APPLY-SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
• •
SPECIAL CONDITIONS FOR CASE BLD02-00612
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on October 24,2002 for the potential presence of Environmentally
Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC).
After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property: Type
1 Marine Waters; Shoreline Wetland Area; Seismic Hazard Area; Shoreline Flood Zone;
Susceptible Aquifer Recharge Area; Special Aquifer Recharge Area; Sole Source Aquifer
and High Risk Seawater Intrusion Protection Zone.
2.) A geotechnical report addresssing seismic hazard was not required or submitted for the
Hobby-Art Studio.
3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special
Aquifer Recharge Protection Areas and the following land uses located within Susceptible
Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural
Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All
Rural Residential Land Uses with nonconforming uses that would otherwise require a
Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential
Developments (6) Unsewered residential development with gross densities greater than
one unit per acre. All of the above listed uses shall be subject to the applicable
requirements and standards of the Jefferson County Unified Development Code.
6.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, and within 500 feet of any marine shoreline
shall be required to infiltrate all stormwater runoff, to the maximum extent practicable,
onsite.
7.) The applicant is proposing to create or add 572 square feet of impervious surface and 572
square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County
Unified Development Code requires that your proposal submit a Storm Water Calculation
Sheet. The applicant submitted a calculation sheet.
8.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
9.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
10.) The property is a legal non-conforming lot that is designated as Rural Residential (RR 1:5)
under the Jefferson County Comprehensive Plan Land Use Map effective 8/28/1998.
11.) This approval is for a Hobby-Art Studio only. Any future permits on this site are subject to
review for consistency with applicable codes and ordinances and does not preclude
review and conditions which may be placed on future permits.
12.) The site plan as submitted with the building permit application on October 16, 2002 has
been reviewed for consistency under the UDC. It has been approved by Jefferson County
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved site plan dated October 16, 2002 &Approval dated stamped
November 15, 2002 shall be resubmitted for review and approval by Jefferson County
Department of Community Development.
•
13.) The hobby studio is proposed to be constructed on parcel#021-294-009. An existing
driveway/road approach is located mostly on the above parcel and partly on the adjoining
parcel. The driveway/road approach provides access to the existing residence of the
applicants. The address/fire number assigned to the property is displayed at the existing
driveway/road approach to Flagler Road. The applicant's existing house is located on the
adjoining parcel (#021-294-010), which is owned by Rita Kepner(one of the applicants)
and her mother, Helena T. Kramnicz, per a Joint Tenancy Agreement. The Joint Tenancy
Agreement states that the described property shall be owned by them in their joint names.
The agreement was recorded as a condition of the septic permit(SEP 84-00115) and the
residence building permit (BLD86-00021). An individual well and septic drainfield exist on
the next& adjoining parcel (#021-294-011), which serve the existing residence located on
parcel#021-294-010.
14.) The findings described in "Property Status"were confirmed in the field by the project
planner and documented by 13 photographs taken 11/15/02 and the site plan for the 1986
building permit(BLD86-00021).
15.) Maximum Impervious Surface Area shall not exceed 25 percent.
16.) Minimum setback from the Flagler Road (a major collector road) right-of-way line shall be
30 feet. Minimum side yard setback shall be 5 feet. Minimum setback from the shoreline
ordinary high water mark shall be 30 feet.
17.) The building height shall not exceed 35 feet.
is\F_BLD_Permit_Buildng.rpt 10/29/19
McNEIL ENGINEERING
4r
STRUCTURAL, L.C. bt
6895 SOUTH 900 EAST -•-
MIDVALE, UTAH 84047 biAt "
(801) 255-7700
NOV 12 2003
October 27, 2003 JEFFERSON COUNTY DCD
Mr. Walter Bulten, Operations Manager
Wilderness Cabin Company
#415 Neave Court
Kelowna, British Columbia V1V 2M2, Canada
RE: RKEP Cabin (McNeil Job No. 220024.052)
Parcel # 021-204-009, Port Townsend, Washington
Construction Changes
Dear Mr. Bulten:
As requested, we have analyzed the field change that was made for the above-mentioned
cabin. This consisted of changing the loft floor joists from 2x10 @ 16" o.c. to 2x6 @ 16" o.c.
We understand that the intent was to install a bearing wall down the middle of this loft joist
span, but the floor joists are unable to take the additional load from the bearing wall. To remedy
the existing framing, install one 2x8 SPF #2 or better (Douglas Fir is an acceptable alternative)
@ 16" o.c. in addition to the existing 2x6 @ 16" o.c. These joists may be notched on the
bottom to be the same depth as the 2x6 joists, but are to be installed in the same fashion as the
2x6 joists. All loft joists are to span between the exterior walls of the residence, and not bear on
the interior wall.
We trust this meets with your requirements. If you have any further questions, please don't
hesitate to call. Thank you.
Sincerel yours,
1440(404-7
I►�
a y War ack Scott McNeil, P.E.
Staff Engineer Mana er
,. 9iso
1983 — 2003
20 Years of Providing Quality Engineering
Letter Constfix 10-27-03.doc
•
BUILDING PERMIT APPLIC/P ON MLA02-00543
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD02-00612 Received Date: 10/16/2002
SITE ADDRESS: FLAGLER RD
NORDLAND, 98358
OWNER: JOHN N MATTHIESEN PHONE: (360)385-5971
RITA M KEPNER
8643 FLAGLER RD
NORDLAND WA 98358-9600
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 021294009 Section: 29 Township: 30 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOP HOBBY STUDIO
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 299
VALUATION 19,519.00 ADD'L: HEAT TYPE: PRO
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM: PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: Prop: Seismic Streams
Total: Total: Flood Way Floodplain
Routing Date: (ilF&W Landslide
�a bZ co43 Shoreline Aquifer
Forest: Commercial Rural
A PP'FftIV E D
Type Amount Paid By: Date: Receipt:
Permit $321.25 MAM 10/16/02 51035
Plan Check $208.81 MAM 10/16/02 51035 DEC 0 3 2002
State Building Code $4.50 MAM 10/16/02 51035
Total: $534.56 Jefferson County Planning& Building Depar ment
ILA/ L 3i ,
•
�,�oN co Jefferson Coo epartment of Community Development
J 6. 621 Shorelan Strait,Port Townsend WA 88368[360]378-4450
.....,,,.,(30.
° • v o ool o on
DlyJ h .' t.f. j i
Project Description:
Building Type: Project Type: w :.i OCT 1 6 2OC Frame Type:
❑ Single Family New X Wood
❑ Garage Attached/Detached ❑ Addition a_Steel
❑ Modular ❑ Alteration/Remodel. Jt'tt-r LJ Concrete
❑ Commercial ❑ Repair vPT O F C O�"','
P � ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial /
'..Other: tic ._'1n't " —ed. .
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one: 40
Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil
Proposed: Proposed: ❑ Individual System El Woodstove XPropane
Total: 0 Total: c
If not sewer,fill out the following: ❑ Heat Pump
❑ Conventional ❑ Alternative ❑ Other
Permit# SEP )aaN€C.
Water Supply:
❑ Private well # ❑ Two Party Well❑ Public:Name of water system:
Square Footage: t//�� For Office Use Only
Main Floor �cfa e(CI, I7 �� Consistency Review 47.00
2ND Floor ' Base fee 2 ..ZS'
3rd Floor Plan Check fee—65% 218` 1
Htd Basement State Surcharge fee t.so
Unhtd Basement Subtotal Scat .5l0
Garage/Carport Pot Water Review fee
Decks 911/Rd Approach fee {�
Commercial TOTAL '�--T>'_ 5(0
Industrial Receipt# 5( vas
Other Cash/Check# 4123
Total Valuation: Initials P
Or Date I 0 ((,o0/0Z•
Estimated Cost:q �'j, d 0 G- C
If within 200' of the Shoreline,
eVff----
Distance to Bank or Ordinary High Water Mar ft. Bank Height ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the applic ' property or structure shall be requested and shall occur during regular business hours.
Signature:`'� ------ Date: ,
_OVER -.
H:HOME\PL CNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01
P ' �t McNEIL ENe 6895 SOUTH GINEF,RINGST*MIDVALE,UTAH 47 INC. CIVIL.STRUCTPAURAL
ENGINEER&ROOFC S&LAND UL ING SURVEYING
(801)255-7700*FAX(801)255-8071
•
PR JEC I` DATE SHEET OF
OCT-2002 I
q
DESIGNED BY PROJECT NO.
BJC 220024.052
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(801)255-7700*FAX(801)255-8071
PR JECT DATE SHEET OF
OGT-2002 20
1 •
DESIGNED BY PROJECT NO.
BJG 220024.052
•
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