HomeMy WebLinkAboutBLD1997-00813 THIS BUILDING IS
NOT FINAI [D .
THIS IS AN INCOMPLETE
BUILDING APPLICATION . THE
PERMIT WAS NEVER ISSUED.
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•
.
JEFFERSON COUNTY BUILDING APPLICATION
Jefferson County Permit Center
Castle Hill Mall
621 Sheridan St.
Port Townsend, WA 98368
360-379-4450
PERMIT # •BLD97-0813 DATE RECEIVED. : 12/30/97
SITE ADDRESS: 61 CIRQUE DR
:BRINNON, WA 98320
APPLICANT. . . :R.E DUPPENTHALER PHONE:
MAILING ADDR: 61 CIRQUE DR
:BRINNON WA 98320
CONTRACTOR. . :OWNER PHONE:
MAILING ADDR:
CONTR. LIC #: EXPIRATION DATE: / /
ARCHITECT/ . . : PHONE:
DESIGNER •
MAILING ADDR:
PARCEL NO. : 993500029 landslide _ plat cond _ wetland --
flooding
LEGAL DESC:STR 30-25-02 W WM seismic __ streams __ erosion __ f & w __
LOT , BLOCK , TAX #441
DESCRIPTION OF IMPROVEMENT: Room addition/deck
BUILDING TYPE •RES BEDROOMS--- BATHROOMS-- MAIN FL. . . : 147 sf
TYPE OF IMPROVEMENT:ADD EXIST. : 2 EXIST. : 2 ADD'L FL. . : 0 sf
GARAGE/CARPORT • PROP. . : 0 PROP. . : 0 HTED BSMT. : 0 sf
WOODSTOVE • TOTAL. : 2 TOTAL. : 2 UNHT BSMT. : 0 sf
UBC OCCUPANCY GROUP: SEWAGE DISP. . :CON OTHER • 0 sf
TYPE OF CONST • WATER SUPPLY. :PUBLIC CRPT/GAR. . : 0 sf
UNITS. : 0 STORIES: 0 HEAT TYPES. :HTP/ / DECKS • 0 sf
DIMENSIONS: COMMERCIAL: 0 sf
FRAME TYPE:WOOD INDUSTRIAL: 0 sf
EST COST. $: 7670 BANK HT. . . : 0 ft
PROJ GRP. . : 3065 SH SETBACK: 0 ft
Owner/agent 4;Al" I + FEES
Signature: IA /� type amount by date recpt
Date: "_ /11 137.25 EMH 12/30/97 1142391
PLC 41. 16 EMH 12/30/97 1142391
Y ! � l B.C. $ 4 .50 EMH 12/30/97 1142391
Issued B : �� W �.� ,t,���
Ili 1 &ipmgfpd M ,
Date:
$ 182 .91 TOTAL
JEFFERSON COUNTY m2 go CENTER, 621 SHERIDAN ST, PORT TOWNSEND'W::.:.,:41 98368■
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BUILDING PERMIT APPLICATION
PROJECT DESCRIPTION: °YY1 c CXL tt6k Gl,Y1A iv PIQC YV' Qt10E 'ko PJ.:•.,:.P 7...:..•:..1:
BUILDING TYPE: PROJECT TYPE: FRAME TYPE:
❑ SINGLE FAMILY ❑ NEW e WOOD
❑ GARAGE ATTACHED/DETACHED rADDITION ❑ STEEL
❑ MODULAR ❑ ALTERATION/REMODEL ❑ CONCRETE
❑ COMMERCIAL ❑ REPAIR ❑ MASONRY
❑ MULTI FAMILY/# OF UNITS ❑ DEMOLITION ❑ OTHER
❑ INDUSTRIAL
❑ OTHER
BEDROOMS: BATHROOMS: TYPE OF SEWAGE DISPOSAL:
EXISTING EXISTING o2- ❑ SEWER ❑ COMMUNITY SYSTEM
PROPOSED PROPOSED ®INDIVIDUAL SYSTEM ofonventional
TOTAL TOTAL PERMIT # SEP ❑Alternative
WATER SUPPLY: TYPE OF HEAT:
❑/PRIVATE WELL ❑ TWO PARTY WELL ❑ ELECTRICITY ❑ OIL
h"'PUBLIC Name of water system: ryvC� ❑ WOODSTOVE ❑ PROPANE
EAT PUMP ❑ OTHER:
SQUARE FOOTAGE:
MAIN FLOOR / Y?
UBC OCCUPANCY GROUP
2ND FLOOR
3RD FLOOR FEE '
HTD BASEMENT :::::::::;;.;::.;; .-
UNHTD BASEMENT STATE SURCHARGE ::<: 0
CARPORT1
GARAGE
POTABLE WATER _.. . �•
DECKS SIIIROA]' APPROACH
COMMERCIAL
INDUSTRIAL
.. :i : 4T9 a i1,OTHER RECEIPT „.: :
TOTAL VALUATION CASH/C #
or INITIALS
ESTIMATED COST ,
DACE
IF WATERFRONT PROPERTY,
DISTANCE TO BANK OR HIGH WATER LINE _ ft BANK HEIGHT ft
SIGNATURE �� r�� DATE q
NAME (PLEASE PRINT) Blrjh\Kj h Y) t ) H:\Home\Pinentr\Forms\6ldopp.DOC 6/87
Jefferson Count Permit Center 621 Sheridan St. Port Townsend WA 9
P. 1 1 U
UNIVERSAL PLOT PLAN o
JAN 7 lo �
Fill in the following information as completely as possible. i4,y `i„ }'
UNT Y
' C NUR
Project Description: r(\ AC IL. �
9 Digit Parcel Identification Number (from your tax statement)
Site Address: •
911# & Road Name Le I Cv /A.19 �J1,w eJ gywympt) Zip Code 9.g.
Legal Description: /^ V
Subdivision Name Sear o(,c -t c _Block y Lot(s) a !p
Section Township 'j North, Range k W WM
Parcel Size (acres or square footage)
Property Owner - �, �u..(ieevV�Ra-kte Z Pone 360 lq,(0'4601.
Mailing Address c/O --ci)- 0. -L f( <65 , ,NA- r1 S��C7
Applicant/Occupant ,,Set ra cks chJD U PJ Phone
(if different)
Mailing Address
ski) Jon @ ∎AY
Authorized Rep v 11'\S n?-iecci, Phone 3(00 ilq(4'-t(0
Mailing Address 0 Qo()C 4'6 K / ohn.ci-31 1,0.A- (S3k0
ti
General Contractor LAS uI 1,4( r el-tcj( ',amp sect Phone
Manufactured Home Installer Phone
Mailing Address
Contractor's State License Number Expiration Date
Septic Designer ��CiS�e �S [
Mailing Address
Architect 1\I /A
Mailing Address
Loan Lender/General N /4
Contractor's Bond Holder
Mailing Address
FOR OFFICE USE ONLY
Fire District Planning District School Distric
•
STORMWATER CALCULATIONS
Owner/Applicant: 'bu..t)v Dill(?
❑ PROPOSED LAND DISTURBING ACTIVITY
Site Address: lot e lLQ 1�1 U.) �� Drainfield area cleared sq.ft.
RnU\\fr\JJ> L CWO G,S Driveway Length ft.
X Width ft.
9 Digit Parcel Identification No.: 1I`3 500 02cf = Total Driveway sq.ft.
Permit Number: Clearing and Grading for Site D: elopm-•t
PLOT PLAN (Well/Structures/Utilities/e '.) sq.ft.
sq.ft. !1 1\1
INDICATE the following information. Total Land Disturbance i sq.ft. y
Draw entire parcel to scale. Indicate scale of plot plan:
One inch equals (.0 ❑ IMPERVIOUS SURF•CE
Proposed Struct es (all roof area) sq.ft.
It 1. North arrow Existing Struc res (all roof area) sq.ft.
Q' 2. All property boundaries and dimensions Sidewalks sq.ft.
a 3. Names of adjacent streets Concrete 'atios sq.ft.
IT Driveway/s &parking spaces Drive :y Length ft.
a 5. Major features such as ravines, X Width ft.
seasonal creeks, bodies of water, etc. = Total Driveway sq.ft.
i"6. Septic tank, drainfield and reserve area location, otal Impervious Surface sq.ft.
existing or proposed, and distance to
closest structure The Stormwater Manual sets forth the following Small Parcel
Minimum Requirements:
2'7. Sewer lines • Construction Access Route Stabilization:
❑ 8. Wells and/or water lines Construction vehicle access shall be, whenever feasible,
limited to one route. Access points shall be stabilized with
❑ 9. Neighboring wells within 150 feet quarry spalls or crushed rock to minimize the tracking of
❑ 10. Paved surfaces (patios) sediment onto public roads. If sediment is inadvertently
transported onto public roads, roads shall be cleaned
1311. Structures, existing and/or proposed thoroughly at the end of the day by shoveling or sweeping.
❑12. Setbacks (distances to property Street washing should only be done after the bulk of the
sediment has been removed by sweeping.
boundaries, structures, banks, • Stabilization of Exposed Soil:
All exposed and unworried soil shall be stabilized by sodding,
and shorelines) seeding, mulching, plastic covering, application of gravel base
❑ 13. Easements for access or utilities on roads and driveways, or other appropriate means within
seven days during the period from May 1 to September 30
❑ 14. Arrows showing direction of slope-- and within two days during the period from October 1 to April
assume an elevation of 100 feet at one 30. Mulch shall be applied to a minimum depth of two inches.
• Protection of Adjacent Properties:
lot corner and indicate the other lot Adjacent properties shall be protected from sediment
corner elevations in relation to it deposition by appropriate use of vegetative buffer strips,
sediment barriers or filters, dikes, mulching, or by a
combination of these measures and other appropriate Best
Management Practices(BMPs).
FOR APPLICATIONS ADJOINING SHORELINES, • Maintenance:
INDICATE: All erosion and sediment control BMPs shall be regularly
inspected and maintained to ensure continued performance of
❑ 15. Ordinary high water mark their intended function.
❑ 16. Top of bank, if over 10 feet high • Other Appropriate BMPs as required by Jefferson
County to mitigate the effects of increased runoff shall be
❑ 17. Slope of bank in degrees applied.
H:\HOME\PLN CNTR\FORMS\PLOTPLN.FRM9/97
Jefferson County Permit Center Date
621 Sheridan Street Fee
Port Townsend WA 98368 Rec #
CRITICAL AREAS QUESTIONNAIRE Ck #
Case #
Applicant Name .
_ Building Application _ Land Use Application _ Shoreline Applicatio'
On-site Sewage Application _ Subdivision Application _ Other:
1. Is there any standing or running water on the surface of the YES NO
property or on any nearby property at any time during the year?
If YES, please describe:
2. Has any portion of the property or any nearby property ever been YES NO
identified as a wetland or swamp?
If YES, please describe:
3. Are any willows, skunk cabbage, alders, or cottonwoods prese YES NO
on your property or adjacent properties?
If YES, please describe:
4. Are there any indications on any portion of the property ,4 on any YES NO
nearby property of rockslides, earthflows, mudflows, or I.ndslides?
If YES, please describe:
,e7 `,),
5. Please indicate which line best represents the steeoest slope found
on your property. (Check appropriate box)
9 0 9 Q 9 9 0
i / // / i i
I I / / / i i
i / i i / % % f �,�
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///////,,,/�/�..
i '�” (Questionnaire Continues on Back)
6. Does the site have steep slopes with little to no vegetation? YES NO
If YES, please describe:
7. Does the site contain high percentages of silt and/or very fine YES NO
sand?
If YES, please describe:
8. Does the site contain ground water seepage or springs near the YES NO
surface of the ground?
If YES, please describe:
The applicant hereby certifies that all of the above statements and the information contained in any other
transmittals made herewith are true, and the applicant acknowledges that any action taken by Jefferson
County based in whole or in part on this application may be reversed if it develops that any such statement
or other information contained herein is false.
Signature Date
FOR OFFICE USE ONLY
❑ Wetlands ❑ Seismic
CRITICAL AREAS ON OR ❑ Aquifer Recharge Area (zone_) ❑ Fish & Wildlife Area 1
IMMEDIATELY ADJACENT TO SITE: ❑ Frequently Flooded Area ❑ Fish & Wildlife Area 2
❑ Erosion
❑ Landslide
Zone:
Parcel Size: Status:
Comprehensive Plan Land Use Designation: Reviewed by:
Community Plan: Date:
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JEFFERSON COUNTY BUILDING PERMIT
Jefferson County Permit Center
Castle Hill Mall
621 Sheridan St .
Port Townsend, WA 98368
360-379-4450
PERMIT # •BLD97-0813 DATE ISSUED. : o8/20/98
SITE pRESS : 61 CIRQUE DR
:BRINNON, WA 98320
APPLICAN . . . :R.E DUPPENTHALER PHO► :
MAILING A DR: 3920 SOUNDVIEW DR. W
:TACOMA WA 98466
CONTRACTOR. . :`OWNER PHO► :
MAILING ADDR:
CONTR. LIC # : EXPIRATION DATE : / /
LOAN LENDER. :
MAILING ADDR:
•
e
PARCEL NO. . . : 993500029 N
LEGAL DESC. . :STR 30-25-02 •WM, TAX #
LOT 29, BLOCK , SEAMOUNT EST. DIV 4
DESCRIPTION OF IMPROVEMENT: Room .ddirion/deck
( ) Footing/Setbacks (Shoreline Se.back) :
( ) Foundation:
( ) Underground Plumbing/Underground Insulation:
( ) Framing/Plumbing/Chimne; : '
( ) Insulation:
( ) Sheetrock:
( ) Final/Occupancy L .proval :
(bld prmt .txt) ,l
THIS PERMIT IS VALID FOR ON- YEAR.
24 Hour Recorder for Inspect •ons
CALL 379-4455 24 HOURS IN ADVANCE TO SCHEDUL. INSPECTIONS
Office Hours 9 a.m. to 4 :30 p.m. Inspector' s Phwne Hours 8 - 9 a.m.
=> EE (:= fC I l-*%l�z
2X2 UFR1614r6t
2X6 MIN, TOP CAP
"ARCH. W00011
OUTDOOR QUAL / rY
2X4 TOP RAIL
2X6 DECK MATERIAL
2X10 FLOOR JOIST
A /6" O.C. SPACING
CUT OUr 00rrOM OF 4X6 POST
TO ATrATCN rO RIM JOIST
THROUGH BOL r A RIM LOCATION
DETAIL
3
POST CONNECTION
AND RELATED ATTATCNMENT
2X12 STAIR JACKS
I- 11N. "OUTDOOR"
WOOD REQ'S.
2XIO FLOOR JOISTS AT
16" O.C. TYPICAL SPACING
UW/ 3/4" TA G. PLYWOOD
OVER (NAIL AND GLUE
ALL EDGES)
4X1O "OUTDOOR WOOD"
i
Ge
APPLY 2X6 SCABS EA. — r ►
FACE OF SUPPORT
IT 15 RECOMMENDED
�f 24 5 TO SET PIERS INTO
4- PIECES OF N0.4 GRADE LEAVING A
BAR REQUIRED IN MIN. OF 6" EXPOSED
ALL FOOTINGS.
DETAIL �
TYPICAL PIER CONST.
AND CONNECTION REQUIREMENTS.
ALL LUMBER S!-IALL BE
"WLMAN /ZED" OR APPROVED
OUTDOOR WOOD ONL Yllll!
6/l11P t7fiv/G
OPTIONAL SUPPORT
TO RIM J0167;
2x2 UPRIGHTS AT
A MAX. CLEARANCE
BETWEEN (FACE TO
)=ACE) A r 4,'
DETAIL r2`�
RAILING CON-ST.
ANC CONNECTION REQUIREMENTS,
ALL LUMBER SHALL BE
WLMAN /ZEO" OR APPROVED
OUTDOOR WOOD ONL Y!lIll
GUARDRAIL Hr M /N. OF 4,' UJITN
UPR/GHr SPACED NOT MOR! rHAN
4" FACE TO FACE BETWEEN ME/3ER$.
TYPIG.4L SEG -ION AA
j5X /571NO MOB /LE
4X6 POST EITHER END
OF DECK 0R4/L SUPPORT
TIE -W)
j --P* J4 vc b "- F- A- 0 %74-f
1 /2112 11 -011
REV16IONS
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FINALS
Date:12 /08/97
Scale. NOTED
Dracun M.8.m.
Job:
el-12-01
Sheet
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r.
Exi$r.
e<.
NEAT PUMP
+h;
Lccarlort `n
2X2 UFR1614r6t
2X6 MIN, TOP CAP
"ARCH. W00011
OUTDOOR QUAL / rY
2X4 TOP RAIL
2X6 DECK MATERIAL
2X10 FLOOR JOIST
A /6" O.C. SPACING
CUT OUr 00rrOM OF 4X6 POST
TO ATrATCN rO RIM JOIST
THROUGH BOL r A RIM LOCATION
DETAIL
3
POST CONNECTION
AND RELATED ATTATCNMENT
2X12 STAIR JACKS
I- 11N. "OUTDOOR"
WOOD REQ'S.
2XIO FLOOR JOISTS AT
16" O.C. TYPICAL SPACING
UW/ 3/4" TA G. PLYWOOD
OVER (NAIL AND GLUE
ALL EDGES)
4X1O "OUTDOOR WOOD"
i
Ge
APPLY 2X6 SCABS EA. — r ►
FACE OF SUPPORT
IT 15 RECOMMENDED
�f 24 5 TO SET PIERS INTO
4- PIECES OF N0.4 GRADE LEAVING A
BAR REQUIRED IN MIN. OF 6" EXPOSED
ALL FOOTINGS.
DETAIL �
TYPICAL PIER CONST.
AND CONNECTION REQUIREMENTS.
ALL LUMBER S!-IALL BE
"WLMAN /ZED" OR APPROVED
OUTDOOR WOOD ONL Yllll!
6/l11P t7fiv/G
OPTIONAL SUPPORT
TO RIM J0167;
2x2 UPRIGHTS AT
A MAX. CLEARANCE
BETWEEN (FACE TO
)=ACE) A r 4,'
DETAIL r2`�
RAILING CON-ST.
ANC CONNECTION REQUIREMENTS,
ALL LUMBER SHALL BE
WLMAN /ZEO" OR APPROVED
OUTDOOR WOOD ONL Y!lIll
GUARDRAIL Hr M /N. OF 4,' UJITN
UPR/GHr SPACED NOT MOR! rHAN
4" FACE TO FACE BETWEEN ME/3ER$.
TYPIG.4L SEG -ION AA
j5X /571NO MOB /LE
4X6 POST EITHER END
OF DECK 0R4/L SUPPORT
TIE -W)
j --P* J4 vc b "- F- A- 0 %74-f
1 /2112 11 -011
REV16IONS
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FINALS
Date:12 /08/97
Scale. NOTED
Dracun M.8.m.
Job:
el-12-01
Sheet
o � ets