HomeMy WebLinkAboutBLD2003-00552 • BUILDING PERMIT APPLIiION MLLA03 00p502
Review Ty I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD03-00552 Received Date: 9/2/2003
SITE ADDRESS: 254 SCHWARTZ RD
NORDLAND, 98358
OWNER: THOMAS L ORCUTT PHONE: (360) 385-9332
ELAINE W ORCUTT
254 SCHWARTZ RD
NORDLAND WA 98358
SUBDIVISION: Block: Lot: T 48
PARCEL NUMBER: 021283007 Section: 28 Township: 30 N Range: 01 E
CONTRACTOR: PARADISE BAY DESIGN & CONST PHONE: (360)437-9344
PO BOX 545
CHIMACUM WA 98325
Contractor's License PARADBD141KW Expires 3/29/2005
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr DETACHED GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 720
VALUATION 28,800.00 ADD'L: HEAT TYPE:
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: CON
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: 9 ��D3 peo5 F&W Landslide
_/ Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $431.65 MJA 09/02/03 58347
Plan Check $280.57 MJA 09/02/03 58347 APPROVED
State Building Code $4.50 MJA 09/02/03 58347 SEP 3 0 2003
Total: $716.72
Jefferson County Piannini
& Building Department
Q aeffa i n Deportment of Dev elopnt
�0. 621 Sherkkm Street,Port Townsend WA D�MN]371-4450
� Prmot .4 °
Project Description: ._ \
e li P ,f r__._ 999oop ,
1
Building Type: Project Type: I .r .i#4 rame-T
; sEpype:
❑ Single Family A New rt Wood
Garage Attacheda)etached J ❑ Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete •
❑ Commercial ❑ Repair p Masonry
❑ Multi-family/#of Units ❑ Demolition ❑ Other.
❑ Industrial
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: 0 Existing. ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil
Proposed: Proposed: Individual S stem
Total: Total: y ❑ Woodstove ❑ Propane
If not sewer,fill out the following: ❑ Heat Pump
Conventional ❑ Alternative ❑ Other N/ "
Permit# SEP
Water Supply:
❑ Private well ❑ Two P. 'Well❑ Public:Name of water s stem:
Square Footage: For Office Use Only ^
Main Floor -1 Z D 0�O 9- D . 4,0 °��,�"
Consistency Review
2ND Floor Base fee 4 3 I • (05
3rd Floor Plan Check fee—655% o , 5 7
Htd Basement ' State Surcharge fee S
Unhtd Basement Subtotal -7`0 3 . 1 A
Garage/Carport Pot Water Review fee Or
Decks 911/Rd Approach fee Q/Y 15
Commercial TOTAL7`
Industrial Receipt# ST347
Other Cash/Check# '-7 2j&,/ Z
Total Valuation. Initials Pp-6-3
Or N„` Date
q (ZIb�
Estimate Cost: �8,800
If within 2 eline,
Distance to Bank or Ordinary High Water Mark CO ft.Bank Height 4 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 applicant's property or structure shall be requested and shall occur during regular business hours.
Signature: Date:
OVER
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01
• BUILDING PERMI
T
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00552 Received Date 09/2/2003
SITE ADDRESS: 254 SCHWARTZ RD Issue Date 09/30/2003
NORDLAND, 98358
APPLICANT: THOMAS L ORCUTT PHONE: (360) 385-9332
ELAINE W ORCUTT
254 SCHWARTZ RD
NORDLAND WA 98358
SUBDIVISION: Block: Lot: T 48
PARCEL NUMBER: 021283007 Section: 28 Township: 30 N Range: 01 E
CONTRACTOR: PARADISE BAY DESIGN & CONST PHONE: (360)437-9344
PO BOX 545
CHIMACUM WA 98325
Contractor's License: PARADBD141KW Expires: 03/29/2005
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: DETACHED GARAGE
REQUIRED INSPECTIONS:
[ ] SETBACKS: OK /D�/03 of
] UFFER: Awe /
[ ] Footing: ()e ///Gf3
( ] Foundation: Og. io/G/a"? g/
[ ] Underground Plumbing:
( ] Underground Insulation:
[ ] Shear Wall : at /p/�/a3 r
[ ] Framing: ak /2//3J�D'3d'G/
11 Plumbing:
[ ] Propane Tank/ Lines:
[ ] Insulation:
11 Sheetrock:
[ ] Septic Sytem Final Approval:
1 Zoning Final Approval:
[ ] Final/Occupancy Approval: 5I' &2 �3/r13
HEALTH DEPARTMENT APPROVAL EQUIRED 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.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY -SEE REVERSE
• S
SPECIAL CONDITIONS FOR CASE A BLD03-00552
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 9/02/03 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:
Shoreline (Conservancy), Seismic Hazard Area, Aquifer Recharge Area, and High Risk
Seawater Intrusion Protection Zone (SIPZ).
2.) 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.
3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs)and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
5.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
6.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone)
according to the County GIS map. There are mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a
history of chloride analyses above 200 milligrams per liter(mg/L).
7.) MANDATORY MEASURES FOR AN AT RISK SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirements:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
b. Installation of a flow meter.
c. On-going well monitoring for chloride concentration.
d. Submittal of flow and chloride data to the County per monitoring program.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
•
8.) MANDATORY MEASURROF HIGH RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
9.) This proposal will utilize an existing well and will not be required to undergo the High Risk
procedures as stipulated under Section 3 of the UDC. If a new well is constructed in the
future the applicant shall be required to adhere to the High Risk conditions.
10.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slope
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
11.) Buffers are areas that shall be maintained in their natural condition, however, minor
pruning or alteration of vegetation may be permitted as long as the function and character
of the buffer are not diminished.
12.) Among the native conifer species which may be used in buffers or for re-vegetation
include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis),
Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar
(Thuja Plicata), and Western Hemlock (Tsuga Heterophylla).
Among native tree species which may be used includes: Vine Maple (Acer Circinatum),
Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus
Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa),
Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara
(Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz
Scouleriana).
Among the native shrub species which may be used are: Sevice-Berry(Amalanchier
Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean
Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark
(Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa
Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry
(Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry
(Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium).
13.) A vegetative buffer of 28-feet shall be permanently maintained from the top or edge of the
shoreline bluff. All buffers shall be measured perpendicularly from the top of the
Landslide/Shoreline Bluff Area.
14.) The applicant is proposing to create or add 1,758 square feet of impervious surface.
Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that
your proposal adhere to the Small Stormwater Plan provisions.
15.) 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.
16.) All stormwater generated from this proposal shall not be discharged into the marine
waters. All water generated shall be infilitrated entirely onsite.
•
17.) The site plan as submitted with the building application on 9/02/03 has been reviewed for
consistency under the UDC, and has been approved by Jefferson County Department of
Community Development. Any modifications, changes, and/or additions to the stamped,
approved site plan dated 9/16/03 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
18.) This approval is for a detached garage 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.
19.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by the amount of
impervious surface which includes roof tops, concrete, asphalt, etc.
20.) The building height is not to exceed 35 feet.
21.) Schwartz Road is classified as a local access road and requires a minimum 20-foot front
yard setback. The side lot lines shall maintain a minimum 5-foot lot line setback. The
rear lot line is adjacent to the shoreline and the garage will be sited more than 100-feet
from the top of the shoreline bank.
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PROJECT:ADDITIONS & ALTERATIONS TO: OWNER'SREP/ CONTACTrBILL IRWIN
ORCUTT RESIDENCE PARADISE BAY DESIGN& CONSTRUCTION ARCHITECT:MAGER ARCHITECTS
PHONE: 360-437-9344 PH: 360-344-3105 SHEET
PROJECT ADDRESS: 254 SCHWARTZ ROAD
OWNER: TOM& ELAINE ORCUTT DATE:
254 SCHWARTZ ROAD NSP1
NORDLAND, WA 98358 PARCEL #: 021 283 0 D, WA 9835807 SCALE: 1" = 60,00 FT08-20-03
CONTIN. RIDGE VENT
2x6 FRAMING @ 16' OC,
\�A5PH. 5HINGLE5
2x6 PRESS,TRTD,PL W/ 1/2' dla• x 10' A.B.
AT 4'- V o•a & WITHIN 12' OF CORNERS
SIDI 2- #4 CONTINUOUS
1/2' OSB PLYWD SHTHG. SEALANT
GONITIN. MET. GUTTER 1/2' PRE -MOLDED JOINT FILLER
F= � 4' CONC. SLAB W/ 6x6- W2.8 X W2Q WWF
MIA
I= 4' SAND BASE
ao
p \ � WOOD 5HINGLE5� = — — — 8 MIL POLY. V8.
Z-mrn-I�-'I
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APPROX_ FIN. GRADE — _ — - _ - — - — _ — _ 1nFINgG'
2 #4 CONT.
— — — — — — — — — — — — — J
L ���OT. OF FOUNDATION
SOUTH ELEVATION FOOTING @ GARAGE SLAB
5CALE 1/4" • 1'-0" SCALE: 3/4" = 1' 0"
A5PH. 5HIN6LE5
MET. GUTTER
7 WOOC) 5HIN&LE5
FO
- L— — — — — — — — — — -- — — — — — — — J
L— — — — — — — — — — -- — — -- — — — — — — — — — — — — — — — —
TYP. ROOF CONSTRUCTI(
ASPH COMP SHINGLE ROOF
1/2" OSB SHEATH
ROOF TRUSSES @_24" (
(ENGRG. BY MAAfNvUF'R
TYP. EXT. WALL CONSTRUCTI,
2X6 STUDS @ 16" (
1/2" OSB SHEATH
15# FELT MOISTURE BARS
CEDAR SHING
TYP. FLOOR SL
4" CONC. SLAB ON GR,
6X6-W2.9 X W2.9 V
10 MIL POLY VAPOR BARF
4" COMPACTED GRAVEL SUB-B
'NORTH ELEVATION
5C.ALE 114" • 1'-0"
DUILDIN& 5ELTION A -A
NOT TO 5CALE
ALL GLASS AND GLAZING SHALL
COMPLY WITH CHAPTER 24,1997 UBC
AS AMENDED BY
WASHINGTON STATE
BUILDING CODE COUNCIL
WE57 ELEVATION
5C.ALE: 1/4" - 1'-0"
12-10"
4•-0"
5-1/8' a.B. SEE PLAN
OR 6X BEAM
11/2' 11' 1112'
ep p®
1 1/2'
r
(4)3/4' 11
18' LONG. 4' PRO
II
I��I
3/4' NUT---�E7
I
(4) 6/8 X 4 LAG
SCFEWS GA 3'
_- RL 1/4' X 6' X 8'
2 DETAIL W8 -10
SCALE : 1"=1' 0"
- —FIN.
12
4
W8 X 10 GR 60 STEEL
DRILL FLGS. FOR NALERS
PL 1/2' X 6 X 14'
1-1/2' GROUT POCKET
WALL TOP 15'
(2) ADTL. #4 X 6' EEND 2' @
CCFNER X 2 LOC. AT COL.
(0) #4 HOCK VEFIT ADTL.
TO TYPICAL
WALL
WOOD 5HINGLE5
29W PEGLSTEFED
ARCHITECT
RCDERICK M. MAGIER
SWE CF WA4N3TCN
4
MAGER ARCHITECTS
P,O,Box 1969
Port Townsend, WA 98368
(800) 261-9381 (local: 344-3105)
SYMBOL SCHEDULE:
INDICATES HOLD DOWN- SIMPSON HTT16
LOCATE @ END STUD OF BRACED WALL
v- -- - PANEL. INSTALL PER MA UFRS• DIRECTIONS.
FOUNDATION WALL
BRACED WALL PANEL PER UBC 2320,112IMETHOD 6)
MIN. LENGTH: 4! -V
7/16" MIN, OSB SHEATHING (1) SIDE
NAIL BD @ 4' OC UNLESS NOTED
5/8' AB. @ 8'-0' O,C.@ FOUNDATION WALLS
HOLD-DOWN @ EA END STUD
ALTSMTE BRACED WALL PANEL PER UBC 2920,11A (1)
MINIMUM LENGTH:2'-V
7/16' MIN. OSB SHEATHING (1) SIDE
NAIL 8D @ 4' OC UNLESS NOTED
5/8' AB @ EA END & @ PANEL QTR PTS.
HOLD-DOWN @ EA END STUD
— — — — — — — — — — — — — — — — — — I
L— — — — — — — — — — — — — — — — — — — — — — — —
E:A5T EL.EVATION
5C.ALE: 114" • 1'-0"
E
4'
— — — — — — — — 46
— — — — — — — — —
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VERIFY R.O.
20'-O"
32'-0'
FLOOR PLAN
5CALE 1/4" • Y-0"
It
TOP PLATE
- -- - — J — FIN. SLAB
PERMIT # BLO
0 3 - 0 5 5 2
JEFFERSON COUNTY OCO
GARAGE / SHOP
FOR:
TOM & ELAINE ORCUTT
Marrowstone Island, Washington
_.,.. ,_, -p'v
Scale: 1/4' =1' 0'
REVISIONS
No. Dam By Desalptlon
PLAN,
ELEVATIONS
SECTION
Project No : Drawing No
A-2
OF TWO
Ralease Date:
Percent of Completion :