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Home My WebLink AboutBLD2000-00302 • 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 #: BLD00-00302 Received Date 05/12/2000 SITE ADDRESS: 51 PLEASANT RD Issue Date 07/10/2000 BRINNON, 98320 Expiration Date 07/10/2001 APPLICANT: FRANK ENDZELL PHONE: (425)823-6338 13356 NE 134TH PL KIRKLAND WA 98034 SUBDIVISION: Block: Lot: T 23 PARCEL NUMBER: 502142009 Section: 14 Township: 25 N Range: 02 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/ BOND HOLDER: PROJECT DESCRIPTION SATELITE BEDROOM WITH ATTACHED GARAGE REQUIRED INSPECTIONS: [1rj7.--.Cootings/ ac • [ ound ( [[]..-''"(Ond-rground PIG��•'•= Undeer�gground Insulati n: ': j rev ea �, - r r rm [ ramin u(nbipg C) .. . c 2 A�LJAF1/I ✓Jl!J !4de, -0�<t. Pro E l/i ei e xr L ,/✓ems .'- 77. ,'it Die 940, tor [/ Insulation: Sheetrock: ) , )-o/ / [L} `,Final/Occupancy Approval:0 k 1)i 0( 2- ;�1. -�.T 8-t v‘" 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 #: BLD00-00302 Received Date: 5/12/2000 SITE ADDRESS: 51 PLEASANT RD BRINNON, 98320 APPLICANT: FRANK ENDZELL PHONE: (425)823-6338 13356 NE 134TH PL KIRKLAND WA 98034 SUBDIVISION: Block: Lot: T 23 PARCEL NUMBER: 502142009 Section: 14 Township: 25 N Range: 02 W CONTRACTOR: GERALD HALSEN CONSTRUCTION PHONE: (360)796-3045 PO BOX 398 BRINNON WA 98320 Contractor's License GERALHCO27MW Expires 07/15/200 ARCHITECT/ CAROLYN D GEISE ENGINEER : GEISE ARCHITECTS 81 VINE STREET #202 SEATTLE WA 98121 PROJECT DESCRIPTION: SATELITE BEDROOM WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: VALUATION 31,225.00 ADD'L: 473 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 529 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: 100 SEWAGE DISPOSAL: ALT WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 1 Total: 1 Flood Way Flood Plane F&W Landslide Routing Date: Shoreline Aquifer Forest: Commercial Rural —Proximity Plat C d Ions d/p Type Amount Paid By: Date: Receipt: Approved/pate Permit $461.95 MAM 05/12/00 30788 AR a'"� Plan Check $138.59 MAM 05/12/00 30788 ([�� P 11 State Building Code $4.50 MAM 05/12/00 30788 Total: $605.04 Jefferson County i'l*nning & Building Dtpartrne!It I:\F_BLD App_Bld.rpt 10/29/99 SON Jefferson County Department of Community Development -4, i °°G2 621 Sheridan Street,Port Townsend WA 88368[360]378-4450 .-.. ,- AppOk Project Description: Building Type: Project Type: Frame Type: J Single Family X New Wood Garage Attached/Detached 2 Addition Steel ❑ Modular = Alteration/Remodel Concrete 1.: Commercial Repair = Masonry Multi-family/#of Units E Demolition = Other: ❑ Industrial • Other. Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: VA` Existing: N A Sewer I Community System 11 Electricity G Oil Proposed: I Proposed: g Individual System 0 Woodstove " Propane Total: Total: —i-- If not sewer,fill out the following: E Heat Pump Conventional 2 Alternative ❑ Other Permit# SEP Water Supply: • Private well n Two Party Well (,Public:Name of water system: ,f-.t,-1 6 by -- 4 Square Footage: %se For Office Use Only Main Floor \ 0 ' UBC OCCUPANCY GROUP 2r`'n Floor 47 E7( Gy 1 Base fee l 3�Floor / Plan Check fee 3 ` 5 9 Htd Basement � / /v) State Surcharge fee ` V Unhtd Basement ` Subtotal o S . O 4/ Garage/Carport .5-- -�, j 171 Pot Water Review fee Decks 911/Rd Approach fee Commercial TOTAL 6 Og_- 0 Industrial Receipt # 3 O 7 Other Q ) Cash/Check# `- /43 Total Valuation: _ 0 Initials ( 1i —" Or73 ��( ° Date . —/,--_Cs 0 Estimated Cost: l oc(� � � If within 200' of the Shoreline, �/ f Distance to Bank or Ordinary High Water Mark /Qe) - 0 ft.Bank Height 5-1 tD 7 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 attomey'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 Jsffeison;Co and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of en rh5 applicant' property r structure all requested and shall occur during regular business hours. qq Signature: Date: a Al/ PlDt 2 • Jefferson County Department of Community Development coG 621 Sheridan Street,Port Townsend WA 98368 (360) 379-4450 y ' 'o) Universal Plot Plan Fill in the following blanks as completely as possible : Project Description: 0,toto 9 Digit Parcel Identification Number (from your tax statement): 565 1.4g G by Site Address 911#: 5/ Road Name: = fj-"`p-.qe_F Zip Code: ggj3a� Legal Description Subdivision Name: 17(,0i6{1 -- -j� �t- Block: Lot(s): I, �! Section: � Township: as .0 0_.�� Range: a.,w �T-- Parcel Size (acres or square footage): )22 tin e Property Owner: -t:t7/�A t,, ' aZ Phone: .40 72 — /3 . ailing Address: ��;J 5t0 IV.z- !31- ep " Ki � .- 91o31- i� /D Applicant/Occupant: r Phone: (if different from owner) Mailing Address: Authorized Rep: i,5C, /, „ / c6— s6` Phone g Mailing Address: l//10-k 5T #z� Z` C _,j) W/Z/ General Contractor: Or Manufactured Horn. Installer: Phone:g6,0 _'79 304 Mailing Address:12,o' 278 10, Contractor's State License Number. M,tt/ Expiration Date: 7 7c 20067 Septic Designer. Phone: Phone: Mailing Address: Architect:/Engineer.n Phone: —�fL / I/,� //L! 10 Mailing Address: Loan Lender/General Phone: ' Contractor's Bond Holder: Mailing Address: FOR OFFICE USE ONLY Fire District: Planning Area: School District: Zone: 1/00 H:\home\pincnr\forms\universai plot plan l BUILDING PERMIT APPLICATION • `f Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD00-00302 Received Date: 5/12/2000 SITE ADDRESS: 51 PLEASANT RD BRINNON, 98320 APPLICANT: FRANK ENDZELL PHONE: (425)823-6338 13356 NE 134TH PL KIRKLAND WA 98034 SUBDIVISION: Block: Lot: T 23 PARCEL NUMBER: 502142009 Section: 14 Township: 25 N Range: 02 W CONTRACTOR: GERALD HALSEN CONSTRUCTION PHONE: (360)796-3045 PO BOX 398 BRINNON WA 98320 Contractor's License GERALHCO27MW Expires 07/15/200 111 ARCHITECT/ CAROLYN D GEISE ENGINEER : GEISE ARCHITECTS 81 VINE STREET #202 SEATTLE WA 98121 PROJECT DESCRIPTION: SATELITE BEDROOM WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: VALUATION 31,225.00 ADD'L: 473 HEAT TYPE: PRO CODE EDITION. 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 529 SHORELINE: CONST TYPE: DECK: SETBACK: SEWAGE DISPOSAL: ALT BANK HEIGHT: 100 WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Ai° Erosion i'v Prop: 1 Prop: 1 Seismic NO Streams Total: 1 Total: 1 Flood Way NV Flood Plane 60 F&W Landslide j�4.) Routing Date: Shoreline ;U Z Aquifer uifer /Iv � (r Forest: Commercial Rural raiType Amount Paid By: Date: �rReceilpt: Appro ea/uateo.ns Permit $461.95 MAM 05/12/00 30788 a J Plan Check $138.59 MAM 05/12/00 30788 ,� State Building Code $4.50 MAM 05/12/00 30788 ReVie - Total: $605.04 *1197V -±5 IN \\ 1:1F BLD_App_Bld.rpt 10/29/99 MAY-04-2000 12:22 JEFF CO PERMIT CENTER 360 379 4451 P.02 LL• STORMWATER CALCULATIONS Own iApplicant: ,/9-019targj9.---'4i=v75- 7 �'7I/). _ 0 PROPOSED LAND DISTURBING ACTIVITY Ste Address: �/ �( 1�/}�N �p(�� grainfield area cleared 4 sq.ft. r . A7 Non 1 4j)r4, /‘)3"7 Driveway Length ft. C X Width rr ft. f 9 Digit Parcel Idont'feaoon No.: �Q2 (��o = T tal Driveway - l�e� sq.ft_ *no' Permit Number: Clearing and rading for Site eev lop ent PLOT PLAN (Well/Structures/Utilities/etc.} soft. 3 r 0tY) sg.ft. INDICATE the following information. Total Land Disturbance c 1 sq.ft. Draw entire parcel to scale. Indicate scale of plot plan: • One inch equals 3 IMPERVIOUS SURFACE Proposed Structures (all roof areal�7sq,ft. O 1. North arrow Existing Structures tall root'real ® sq.ft. 0 2. All property boundaries and dimensions Sidewalks sq_ft. 0 3. Names of adjacent streets Concrete Patio r`,Ps sq.ft 3 4. Driveway/5 &parking spaces Proposed: O 5. Major features such as ravines, Driveway Length 4( ft_ seasonal creeks, bodies of water.etc. X Width /0 ft. �r Ai O 6. Septic tank, drainfiefd and reserve area location. = Total Driveway soft. existing or proposed, and distance to Total Impervious Surface /Mr sq.ft closest structure 7. Sewer lines The Stormwater Manual sets forth the following Small Parcel Minimum Requirements: C 8. Wells and/or water lines "- . Construction Access Route Stabilization: 0 9. Neighboring wells within 150,feet Construction vehicle access shall be, whenever feasible. limited to one route. Access points shall be stabilized with 10. Paved surfaces {patios) quarry spells or crushed rock to minimize the tracking of 3 11. 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. 1 boundaries, structures, banks, Street washing should only be done atter 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, G 13. Easements for access or utilities seeding, mulching, plastic covering, application of gravel base 0 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(8MPs). • Maintenance: O 15. Ordinary high water mark All erosion and sediment control BMPs shall be regularly inspected and maintained to ensure continued performance of C 16. Top of bank, if over 10 feet high their intended function. ❑ 17. Slope of bank in degrees Other Aoorgoriate BMPI as required by Jefferson County to mitigate the effects of increased runoff shall be .. .._..__.. _ _ _.. `applied. TOTAL P.02 lP A tn y (1 m m p is (D c." 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I .. -op, 3\ la t-tt Fri6 n\ �� • W — g i!§ fc) _ do ( `i 23-g �r 4 .1A, \ (1) N - \ PH CP i i a/ 0 I" o� m I� �m �c -I DW 70N D O t71Ao z � N Q m mD rn� m $ ��o OcP rn n rn _ u n n - _ z 1> z GA _ VC - cn - mcp. D -1 0 ill Lp n rn rn KJ 0 - <,. Ili ((� • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 CRITICAL AREAS QUESTIONNAIRE Applicant Name ( j 0Z C ,, Building Application Land Use Application _ Shoreline Application On-site Sewage Application Subdivision Application _ Other: 1 . Is there any standing or running water on the surface of the _ Yes A 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 X No identified as a wetland or swamp? If YES, please describe: 3. Are any willows, skunk cabbage, alders, or cottonwoods present _ Yes X No on your property or adjacent properties? If YES, please describe: 4. Are there any indications on any portion of the property or on any _ YES X No nearby property of rockslides, earthflows, mudflows, or landslides? If YES, please describe: 5. Please indicate which line best represents the steepest slope found on your property. (Check appropriate box) i / i / / / ♦♦ / / / / ♦ ♦ ♦ r / i / ♦ ♦ ♦ .' r / i i ♦ ♦ r / / i ♦ ♦ ♦ . i / i i i I// / / / i ♦ . . mob'===---------------- (Questionnaire Continues on Back) Page 1 of 2 r- 6. Does the site have steep slopes with little to no vegetation? YES x 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 X NO surface of the ground? If YES, please describe: 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 / 1 666 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 ❑Seismic ❑ Commercial Forest Section Township North Range Parcel Number: Parcel Size: Comprehensive Plan Land Use Designation: Reviewed by: Community Plan: Date: Page 2 of 2 h:\home\pincntr\forms\car.doctioo 2x& outriggers ea rafter L = 4'o" with (2) 8d to 6:: O.C. tv ----------- --------------T---- 4A 4x6 4x6 I I I i SEE NOTE 10 I I I III I I I 5.2 4 x 12 rid = (4) places 1 1 I I HU han5 er ea end 1 1 I Q I I v ~ I II I -I 11 I --A II II I I SEE NOTE 2 I I I II II II I I I I II I I I I II II 11 I I I I II II II I I I I I II I I I I I w l W See Plan notll I I I 1 4x6 II I I I SEE NOTE 3 I I L---- 1.- --- —-------H----J 2x6 9 24" o.c. -2x8 LEDGER W/ (3)12d PER STUD -------------- -4---1 1 ` SEE NOTE 4 ROOF FRAMING 5GALE: 1/41' a I'-011 Plan Notes I. Do not scale drawings. Refer architectural drawings for all dimensions. 2. Typical roof framing consists of roofing per architectural drawings over 1/2" CDX plywood, face grain perpendicular to supports over 2x12 at 24" o.c. Nail sheathing with ad at 6" o.c. edges, 12"o.c. field. 3. Provide HI hurricane tie each end of all roof trusses. 4. Provide AG, ACE, LPG or LCE column cap at all beam to column connections. 5. Typical floor Framing consists of 3/4" TCG plywood, face grain perpendicular to supports over 111/8" TJI/250 at 16" o.c. Nail sheathing with 8d at 6" o.c. edges, 12" o.c. field. See plans for additional joist requirements. 6. All headers and beams not otherwise specified shall be 48's. Contractor may substitute a 6x6 For (2) 2x10's at his option. 1. Provide (1) bearing stud and (1) trimmer at each end of all headers and (2) bearing studs at each end of all beams, unless noted otherwise. 8. Slab on grade shall be 4" minimum thickness. Reinforce with 6x6 1.1.11.41111.4 WWM centered In slab. Provide 6 mil vapor barrier below slab over 4" minimum Free draining gravel over firm native soils or structural fill compacted to 95`ya density. 9. The bottom of all exterior Footings shall be IS" minimum below grade. 10. All exterior walls shall be SWI unless noted otherwise. 11. Wall height fE 14' shall have 2x6 9 12" o.c. framing. 12. Refer General Structural Notes for additional requirements. ROOF PLAN LOFT FRAMING 5GALE: 1/4" e 1'-011 s 5GALE: 1/4" m 1'-0" 5ECOND FLR PLAN 3' 5CALE: 1/4" EN STAIR FOOTINGS: 2'-0" X 2'-0" X 10" W/ (3) 04 P.T. 4x6 P-T. 46 .2 EA. WAY BOTT. (2) g 16" 2x6 LEDGER W/ (3)12 cl o.c EA. STUp r7 a 1 ---- — --- --- I -t--� SEE NOTE 10 I I — — u,� PHDS �a FND. 9 2ND F.F. STRAP I I I I I I I I SW TO SW A5v. CSI6 L=6'-O" IOd NAILS (4) PLACES I Slab on grade per note 8 p I Slope to drain m I--CSI6 II 5 I I Q I 1 9 2ND F.F. 14" TJI 350 1 I I I S.2 I II I I C5I6 II I j 1 I Garage I 9 FOUNDATION 4 1 I I l CS16 S.2 I I 1 I I i I I I 5 1/4 x 14 PSL I I I I II I I I I 16x6 I 6x6 ?5. ,n 1`�'IPHDS IgFTIp. ----o I JW3— I riPHI)2 -------- -----------L--------------- L0 — — — �—-- -----J 2x6 MULLION ATION PLAN AND SECOND F 22' R FRAMING 5GALE: 1/4" - 1'-011 3' I 11 I I I I I I I I I I----III ------ -- --- -- - ----------------------- N F,f Co b I I HwT I II I L I I I 7' I I I I 1 I I L67z-5�1 11 I I� I II I II I II I II I II I I F II I I I �IL -----I---------------- ----� — — — — I I r--- I L--------------- J ICE 6 0 FIR5T FLR = FOUNDATION PLAN z 5GALE: 1/4" = 11-0" I I � I I I I I I I I I 1 I I I I I 1 I 1 I 1 I I I I 1 �I I II I II 11_ J G E I S E A R C H I T E C T S 81 Vine Street Suite 202 Seattle, TA 98121 PH. 206-441-1440 FAX 206-448-7199 � J 1 2000 Jefferson County Planning & Building Department lean ISTERED HITECT CAROLY D. GEISE ,iAlt Uf M$NING1UN f RMIT SET DATE I /1 /00 DRAWN 5Y GDG CHECKED 5Y GpG NO. REVISION DATE SHEET TITLE GARAGE PLAN ENIDZEL = RE5i ENGE 51 PLEA5ANT PLACE E3RINNCN, UJA 9a320 PROJECT N0. SHEET NO. /4o 2 oF= COPYRIGHT 2000 GEISE ARCHITECTS