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Home My WebLink AboutBLD2000-00100 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 #: BLD00-00100 Received Date 02/9/2000 SITE ADDRESS: 535 CANYON CREEK RD Issue Date 03/9/2000 BRINNON, 98320 Expiration Date 03/9/2001 APPLICANT: DAVID G NIELSEN PHONE: 1(206)243-0537 PO BOX 380 SEAHURST WA 98062 SUBDIVISION: POINT WHITNEY TRACTS Block: Lot: 8 PARCEL NUMBER: 601075008 Section: 07 Township: 26 N Range: 01 W CONTRACTOR: GERALD HALSEN CONSTRUCTION PHONE: (360)796-3045 PO BOX 398 BRINNON WA 98320 Contractor's License: GERALHCO27MW Expires: 07/15/2000 LOAN LENDER/ MUTUAL OF ENUMCLAW BOND HOLDER: PROJECT DESCRIPTION GARAGE REQUIRED INSPECTIONS: [v(-- Footings/Setbacks (Shoreline Setbacks): (, elk_ 3 - [ 11- Foundation: 6 k [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wal • [1.1 am' umbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sh--trock: [iV .ccupancy Approval: 5 ! 00 \71, 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 4 .. z - BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00100 5 Received Date: 2/9/2000 SITE ADDRESS: �iT' c _r'. -1 , A 5'� BRINNON, 98320 APPLICANT: DAVID G NIELSEN PHONE: 1(206)243-0537 PO BOX 380 SEAHURST WA 98062 SUBDIVISION: PT WHITNEY TRACTS Block: Lot: 8 PARCEL NUMBER: 601075008 Section: 07 Township: 26 N Range: 01 W CONTRACTOR: GERALD HALSEN CONSTRUCTION PHONE: (360)796-3045 PO BOX 398 BRINNON WA 98320 Contractor's License GERALHCO27MW Expires 07/15/2000 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 10,640.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: U-1 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 1,064 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: OTHER STORMWATER: YES NO AREA BEDROOMS: BATHROOMS: Wetland Erosion Exist: Exist: Seismic Streams Prop: Prop: Flooding Landslide Total: Total: F&W Plat Conditions Routing Date: Shoreline Aquifer Forest: Commercial Rural Proximity ^ Type Amount Paid By: Date: Receipt: Approved/Date Permit $195.25 MAM 02/09/00 24180 Plan Check $58.58 MAM 02/09/00 24180 APPROVED State Building Code $4.50 MAM 02/09/00 24180 Total: $258.33 C9 2Q Q('�3jipitill so Lounty Pla,ping u ELII. ;, DCaart nsrt I:\F_BLD App_Bld.rpt 10/29/99 ; IMI I iii."-".' , - BUILDING PERMIT APPLICATION "'`-' Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD00-00100 SITE ADDRESS: cia,,i Yen-, Received Date: 2/9/2000 BRINNON, 98320 APPLICANT: DAVID G NIELSEN PO BOX 380 PHONE: 1(206)243-0537 - SEAHURST WA 98062 • SUBDIVISION: PT WHITNEY TRACTS 1 - C_ 'I2.7 J PARCEL NUMBER: 601075008 Block: L.� Section: 9 07 Township: 26 N Range: 01 W Lot: 8 CONTRACTOR: GERALD HALSEN CONSTRUCTION PO BOX 398 PHONE: (360)796-3045 BRINNON WA 98320 Contractor's License GERALHCO27MW Expires 07/15/2000 ARCHITECT/ ENGINEER : PROJECT DESCRIPTION: GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 10,640.00 MAIN: CODE EDITION: 1997 HEAT TYPE: HEATADD'L: HEAT TYPE: OCCUPANCY: BASE: UH U-1 OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: CONST TYPE: GARAGE: 1,064 SHORELINE: DECK: SETBACK: SEWAGE DISPOSAL: ALT BANK HEIGHT: WATER SYSTEM: OTHER BEDROOMS: STORMWA- R: YES NO AR- BATHROOMS: Wetland I{10 ,�A Exist: Exist: Erosion 0 i Seismic o Streams Prop: Prop: Total: Flooding i Landslide e „- Total: F&W t- Plat Conditio s Routing Date: 2 , I Shorelin d Aquifer o Forest: Commercial C6 6-.A-eRural c) Proximit 1{, 5 Type Amount Paid iiaB _ - ----- --- Y� Date: - Receipt: ,� Permit $195.25 MAM 02/09/00 24180 /�'jf'� Plan Check $58.58 MAM 02/09/00 24180 „_ „., 9,01 State Building Code $4.50 MAM 02/09/00 24180 Total: $258.33 Critical Area 1 e iew -Sh IGO I:\F_BLD App_Bld.rpt 10/29/99 • `} n • BUILDING PERMIT APPLICATION NO. 2)1-D00-00 oO •ROPERTY OWNER(S) (Please Print) DAVID GREER AND RITA L NIELSEN LEGAL DESCRIPTION SITE ADDRESS 535 CANYON CREEK BRINNON WA CONSISTENT WITH THE REQUIREMENTS OF JErrERSON COUNTY INTERMIN FOREST LANDS ORDINANCE (ORDINANCE NO. 01-0121-97), I AGREE TO PROVIDE ADEQUATE ACCESS FOR FIRE VEHICLES TO THE AFOREMENTIONED PROPERTY. SIGNATURE O AC PROPS OWNER vKI)et� Wta--1/kk,/ "DD ECEOWE _ 111 LIAR - 1 2000 JEFFERSON COUNTY DEPT. OF COMMUN!TY DEVELOPMENT This form does not need to be notarized Please return to: Jefferson County Permit Center, 621 Sheridan Street, Port Townsend, Washington 98368 Jefferson County Department of Community Development March 7, 2000 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 CRITICAL AREA STANDARD WAIVER Applicant: DAVID G NIELSEN PO BOX 380 SEAHURST WA 98062 1 Critical Area Review Case Number: CAR00-00073 Project Description: Parcel Number: 601075008 S-T-R: 07-26N-01W Site Address: 535 CANYON CREEK RD WA, FINDING: The development, as proposed and portrayed on the Universal Plot Plan, does not encroach on an identified critical area nor any associated buffers. CONCLUSION: The proposed development meets the waiver requirements established in Jefferson County Ordinance 05-0509-94. CONDITION: The development shall be as proposed and portrayed on the Universal Plot Plan. Deviation, additions or relocation of proposed development activities will require further review pursuant to the Jefferson County Critical Areas Ordinance. De ar en of Community Development Staff c: File I:\F_CAR_Waiver_Standrd.rpt 12/13/99 affirmCounty ty Department of cem mwity Dove! penult Street Port Town nd WA 88368(368]378- of a PrmjProJe�t Description:Building Type: ❑ Single Fancily _ 0 Garage �ge Attache Project Type:Detache •New ❑ Addition e Commercial Frame d 0 Multi-family/#of Units ular ❑ Alteration/Remodel 0 Steel Industrial 0 Repair ❑ Concrete 0 Other. 0 Demolition 0 Masonry 0 Bedrooms: Other: Bathrooms: Berg Type of Sewage Disposal: Total: Proposed: ❑ SewerType of Heat: �— Total: �— ❑ Individual ystm:Community System �_ u�System 0 Electricity 0 Oil If not sewer,fill out the following: Heat 0 Conventional0 0 Propane Water Supply: 0 A It-mati❑ Private well Perrrut# SEP e/ ❑ Other Pump Square Footage: 0 Two Parry Well 0 Public: lP Name of water system: MainI Floor For Once Use Oily if 3�Floor OCCUPANCY GROUP Base fee , Htd Basement Plan Check fee ' Unhtd Basement S State Surcharge fee Garage/Carport Subtotal ~(� 1 Decks (J 5 Pot Water Review fee Commercial �� Industrial 911/Rd Approach fee ` Q 6 TOTAL Other Receipt# ` Total Valuation: Jr Cash/Check # Initials :stimated Cost: F within 200'of -- —-- _--- --- Date _ _ F wit e n Bankthe Shoreline, �' or Ordinary �Y Water Mark --- istansigning the a form the applicant/owner attests-salon of a - — ft.Batik Height made by the plicannt/o that the information vided--h-erein Ls ��agree to save,indemnify and hold harmless with respect to this on packet�,��and correct[o the best of��-- -_------- fC. ist Jefferson County as a result of h know—ledge. her consequence of the County against all liabilities judgments Permit being null and void. Y material or in co Any - agree to provide granting of this 1 gments,court co falsehood-Or-any P access and right of Permit. costs reasonable attom s and right of entry o theapplicant'sentry to Jefferson Coup e3''s fees and d property expenses and which may it any ro eny or e shall be and and shalls,representariv or Y way accrue !afar / at requestedand occur dig regular bts usinessr�jzo e o�of appLcation review and Z.e-�- aIIYrequired later inspections. Date: _6 d n t, X2 II t� � 11(2 '" GS l ? . 7 or I CEILING HEIGHT 19 ROOF STRUCTURE TO BE OF 4"CONCRETE SLAB WILL HAVE WALLS TO HAVE TYVEI 4X6 STUD WALLS @ MANUFACTURED TRUSSES 6"REMESN IN IT.6 MIL VAPOR BARRIER AND BE 16`O.t. Sr O.C. EACH END OF EACH PLASTIC UNDER IT AND SLOPE SHIED WITH 26 GAUGE PRESSURE TREATED COMMON TRUSS TO BE 1/10"PER FOOT COLORED METAL ROOF TO POLE PLATE W/ SECURED WITH SIMPSON 4.SA TOWARDHE T DOORS NAVE IOLB.FELT TAR 1/4X10 ANCHOR HURRICANE TIE TO DOUBLE CONCRETE SEALER TO is USED PAPER VAPOR BARRIER+ + <1' TOP PLATE OF 47[6 WALLS AFTER FINISHING 46 GAUGE METAL EACH END ROOF SHEETING TO BE 1/Y" STUD WALLS TO RE CCX WHERE EXPOSED,1/2" BLOCKED AT K TO COX WHERE NOT EXPOSED TO ALLOW 1/4 CDX THE WEATHER ON THE 4 WALL SHEETING TO OVER HANG SURROUNDING .. BE NAILED WITH ED THE BUILDING. NAILS 6" O.C. EDGES. r O.C. FIELD NIELfEN -4 GARAGE 48x38=i064 SQUARE FEET 9 FOOT WINE.10 FOOT HIGH 9 FOOT WIDE.10 FOOT NIGH GARAGE BOOR GARAGE DOOR '8 6X12 HEAOI Y I• 61p5<Ni/►DII y DOOR a a 8`1 a'S 11 8'6 ai' __.__. _._______..____.__ - // ,G `,� 0- 1 L - -sX. ,7\a_ e O G P. 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