HomeMy WebLinkAboutBLD2000-00163 t
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451 (800) 831-2678
PERMIT #: BLD00-00163 Received Date 03/10/2000
SITE ADDRESS: 1671 EAST QUILCENE RD Issue Date 03/16/2000
QUILCENE, 98376 Expiration Date 03/16/2001
APPLICANT: ERIC ANDERSON PHONE: (360)765-3490
SANDRA SHEA
PO BOX 522
QUILCENE WA 98376
SUBDIVISION: QUILCENE BAY VISTA Block: Lot: 11
PARCEL NUMBER: 701195003 Section: 19 Township: 27 N Range: 01 W
CONTRACTOR: NEWMAN CONSTRUCTION PHONE: (360)765-4787
94 SHADY LANE
QUILCENE WA 98376
Contractor's License: NIEMACCO18MZ Expires: 07/19/2000
LOAN LENDER/ CBIC
BOND HOLDER:
PROJECT DESCRIPTION NEW MANSORY FIREPLACE IN CABIN
REQUIRED INSPECTIONS:
[ ] Footing etbacks (Shoreline Setbacks): ek... 2. I - 6 L -j --t0 62.r+--9,:
[ ] Foundation:
[ ] Underground Plumbing/Underground Insulation:
[ ] Shear Wall:
[ ] Framing/Plumbing:
[ ] Propane Tank/Lines:
[ ] Insulation:
[ ] Sheetrock:
(/
[[!]' Final/Occupancy Approval:' 1s f' . -4,
HEALTH DEPARTMENT 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.
Inspector's Phone Hours 8:00 a.m. - 9:00 a.m.
SPECIAL CONDITIONS MAY APPLY - SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
BUILDING PERMIT APPLICATION
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD00-00163 Received Date: 3/10/2000
SITE ADDRESS: 1671 EAST QUILCENE RD
QUILCENE, 98376
APPLICANT: ERIC ANDERSON PHONE: (360)765-3490
SANDRA SHEA
PO BOX 522
QUILCENE WA 98376
SUBDIVISION: QUILCENE BAY VISTA Block: Lot: 11
PARCEL NUMBER: 701195003 Section: 19 Township: 27 N Range: 01 W
CONTRACTOR: NEWMAN CONSTRUCTION PHONE: (360)765-4787
94 SHADY LANE
QUILCENE WA 98376
Contractor's License NIEMACCO18MZ Expires 07/19/2000
ARCHITECT/ MAKERS ARCHITECTURE
ENGINEER : 1425 4TH AVE
SUITE901
SEATTLE WA 98101
PROJECT DESCRIPTION: NEW MANSORY FIREPLACE IN CABIN
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ALT MAIN:
VALUATION 9,600.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 1997 HEAT BASE: HEAT TYPE: WOD
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY:
OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PWELL STORMWATER: YES NO AREA
BEDROOMS: BATHROOMS: Wetland Erosion
Exist: 2 Exist: 1 Seismic Streams
Prop: Prop: Flooding Landslide
Total: 2 Total: 1 F&W Plat Conditions
Routing Date: Shoreline Aquifer
Forest: Commercial Rural
Proximity
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $181.25 MAM 03/10/00 25460 APPROVED
Plan Check $54.38 MAM 03/10/00 25460
State Building Code $4.50 MAM 03/10/00 25460 MA ' 6 O�
un P
Total: $240.13
n Chenning
I:\F_BLD_App_Bld.rpt 10/29/99
.^.,eyoN �^ Jefferson Cavity Permit Canter Department of Cammoitity Development
( "-- ....
�;�-� I JG, 621 Sheridan Street.Port Townsend WA 38368(360]373-4450
:�
� 3' �,.$ Qo0smNo7 Q nDern
Project Description: O�„k it
Building Type: Project( TT'ype: Frame Type:
. Single Family C AN °F 97 'S : New X Wood
Garage Attached/Detached 2 Addition C Steel
Modular Alteration/Remodel ❑ Concrete
= Commercial 2 Repair = Masonry
= Multi-family/# of Units 2 Demolition = Other:
Industrial
Other.
Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: I 2 Sewer Community System r. Electricity = Oil
Proposed: 0 Proposed: 0 A Individual System .W ooastoye E Propane
Total: 2 Total: I If not sewer,fill out the following: Heat'Pump
2. Conventional 2] Alternative = Other
Permit# SEP -t
Water Supply:
,X. Private well �2 Two Party Well 2 Public:Name of water system:
Square Footage: For Office Use Only
Main Floor 9/2. , ,"'i' .`L: UBC OCCUPANCY GROUP ��
?ND Floor �V'C Base fee i g)• 1
arc Floor t Plan Check fee 5y. 3g
Htd Basement tAiA State Surcharge fee
Unhtd Basement.. Subtotal Z4 0• 3
Garage/Carport lMG'\ Pot Water Review fee —
—
Decks ., 911/Rd Approach fee
Commercial TOTAL 24 0 •‘.
Industrial - Receipt # oZ (0 0
Other \�_ Cash/Check #
Total Valuati n: Cl(p DO Initials
Or _ 3 '10'�Date
Estimated Cost: _
9334
If within 200' of the Shoreline,
Distance to B dinary ter Mark ft. Bank Height ft.
Signature• ' Date:
,/',, STORMWATER CALCULATIONS
E��
Owner/Applicant: t. N
��11 0 PROPOSED LAND DISTURBING ACTIVITY
: F., .Site Address ) • F � Drainfield area cleared sa. t.
t -LOAT a lCC' Driveway Length
X Width ft.
9 Digit Parcel Identification No.: -70I I 61!. . Total Driveway sq.ft.
Permit Number: Clearing and Grading for Site Development
PLOT PLAN (Well/Structures/Utilities/etc.) sq
/ sq.ft.
INDICATE the following information. Total Land Disturbance V sq.ft.
,.
Draw entire parcel to scale. Indicate scale of plot plan: /
/One inch equals I CIE0 2 IMPERVIOUS SURFACE
•
oposed Structure,/(all roof area) sq.ft.
- 1- . North arrow Existi 9 Structures (all roof area) sq.ft.
• 2. All property boundaries and dimensions Sidewalks // sq.ft.
1 3. Names of adjacent streets Concrete Patios sq.ft.
1 4. Driveway/s & parking spaces Proposed
- 5. Major features such as ravines, Driveway Length ft.
seasonal creeks, bodies of water, etc. / X Width ft.
1 6. Septic tank, drainfield and reserve area location, // = Total Driveway sq.ft.
existing or proposed, and distance to Total Impervious Surface _sq.ft.
/
closest structure
1 7. Sewer lines /The Stormwater Manual sets forth the following S all Parcel
Minimum Requirements:
• 8. Wells and/or water lines • Construction Access Route Stabilization:
2 9. Neighboring wells within 150 feet Construction vehicle access shall be, whenever fea . le,
limited to one route. Access points shall be stabilized wi
- 10. Paved surfaces (patios) / quarry spalls or crushed rock to minimize the tracking of
L711 1. Structures, existing and/or proposed sediment onto public roads. If sediment is inadvertently
/ transported onto public roads, roads shall be cleaned
12. Setbacks (distances to property thoroughly at the end of the day by shoveling or sweeping.
boundaries, structures, banks, '' Street washing should only be done after the bulk of the
sediment has been removed by sweeping.
and shorelines) • Stabilization of Exposed Soil:
All exposed and unworried soil shall be stabilized by sodding,
13. Easements for access or utilities seeding, mulching, plastic covering, application of gravel base
14. Arrows showing direction of slope-- on roads and driveways, or other appropriate means within
seven days during the period from May 1 to September 30
assume an elevation of 100 feet at one and within two days during the period from October 1 to April
lot corner and indicate the other lot 30. Mulch shall be applied to a minimum depth of two inches.
• Protection of Adjacent Properties:
corner elevations in relation to it Adjacent properties shall be protected from sediment
deposition by appropriate use of vegetative buffer strips,
sediment barriers or filters, dikes, mulching, or by a
FOR APPLICATIONS ADJOINING SHORELINES, combination of these measures and other appropriate Best
INDICATE: Management Practices (BMPs).
• Maintenance:
❑ 15. Ordinary high water mark All erosion and sediment control BMPs shall be regularly
inspected and maintained to ensure continued performance of
• 16. Top of bank, if over 10 feet high their intended function.
17. Slope of bank in degrees • Other Appropriate BMPs as required by Jefferson
County to mitigate the effects of increased runoff shall be
applied.
H:\HO ME\PLN CNTR\FORMS\PLOTPLN.FRM9/97
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architecture + urban design
make (mao vb 1 to bring into being by
shaping or altering 2 to form In the mind,
a judgment or plan 3 to put together by
combining parts 4 to build, construct,
formulate. devise, create 5to prepare for
use; arrange 6 to cause to happen
1425 Fourth Avenue, Suite 901
Seattle, Washington 98101
phone/ 206.652.5080
fax/ 206.652.5079
andemon@makersarch. cam