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HomeMy WebLinkAboutBLD2002-00679 *WILDING PERMIT APPLICA•N MLA02-0 Review Type:pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00679 Received Date: 11/13/2002 SITE ADDRESS: 321 S KEEL WAY PORT LUDLOW, 98365 OWNER: JERRY L CONOVER PHONE: (360)437-0537 THELMA D CONOVER 321 S KEEL WAY PORT LUDLOW WA 98365-8719 SUBDIVISION: LUDLOW POINT VILLAGE DIV 2 Block: Lot: 2 PARCEL NUMBER: 969500002 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: AAWNINGS/SUNROOMS.DISTNCTN INC PHONE: (360)681-2727 141 TIMBERLINE DR SEQUIM WA 98382 Contractor's License AAWNII*991 DA Expires 3/20/2003 REPRESENTATIVE: BRAD BUCHSER PHONE: (360)681-2727 141 TIMBERLINE DR SEQUIM WA 98382 PROJECT DESCRIPTIOI SUNROOM & STORAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 228 VALUATION 18,900.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 228 SHORELINE: CONST TYPE: DECK: SETBACK: 65 BANK HEIGHT: SEWAGE DISPOSAL: SEW 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: 14.10 F&W Landslide 2, ` Shoreline Aquifer Forest: Commercial Rural y Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $195.25 MAM 11/13/02 51245 Plan Check $126.91 MAM 11/13/02 51245 APPROVED State Building Code $4.50 MAM 11/13/02 51245 DEC 0 5 2002 Total: $326.66 Jefferson County Planning AL Building Departm t af___ .SC•11( � ON 0� ' • t'. Q W—T� Jefferson I epartment of COnnnunity 1 velopment f i `` 21 Sheridan Street,Port Townsend WA 88368[3601378-4450 S K,� App.. 0 O �S � 0 COT 0On h'IN COUNTY JEFFERSON D PT. OF COMMUNITY DEVELOPMENT Project Description: Building Type: Project Type: .f5ame Type: ❑ Single Family ❑ New X Wood ❑ Garage Attached/Detached X Addition SUNY4av»./tca €i ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition A Other: ALL1011&Urn ❑ Industrial Other: A 01 etWC Q-ef'k--- 4—'.4e15u,'se- Bathrooms: Bedrooms: Type of Sewage Disposal: Type yo,f�Heat: Choose one: I w*J— )4- T5 . Existing: /�� Existing: 'Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: ' Proposed: '---- ❑ Individual System ❑ Woo e ❑ Propane Total: i Total: If not sewer,fill out the following: me ❑ Conventional ❑ Alternative Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor ri f 2 Consistency Review 47.00 2ND Floor Base fee ( 9 S. 2 5 3rd Floor Plan Check fee—65% I 2. `o . 1 I Htd Basement State Surcharge fee LI. SD Unhtd Basement Subtotal 3-7 3 • 40 Garage/Carport j N CAL-I Pot Water Review fee Decks -'.D 911/Rd Approach fee 04l i 't,Q 2_2 s —1-� 313.9l' TOTAL / 3 Industrial Receipt# 51 a Lj I Other %I1�'' _ S 3�3 Z Cash/Check# 1 1 y/�Z' Total Valuation: c ' i La1�� Initials 4g N Or Date • l 1 /13 b2- Estimated Cost: 1 �(4( .) If within 200' of the Shoreline, /_ Distance to Bank or Ordinary High Water Mark UJ,C ft. Bank Height S.- t'e'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 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 th,.e property �or structure shall be requested and shall occur during regular business hours. ' k // Signature: /� `` / :k^ ___ Date: I I/bk 1/ H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitAppiication 11-8-01 01V C1O • • - _ -- re �,�, JEFFERSON COUNTY ; 4 DEPARTMENT OF COMMUNITY D , a', NOV 1 3 2002 'l i co'ti 621 Sheridan Street • Port Townsend 7 Washington 9836: jF�F�RSON GOUNTY �S�jjNO` 360/379-4450 • 800/831 2678 • 360/379-4451 Fax DE'7. Q�CO'viNiUNITY DEVELOPMENT BUILDING PERMIT SUPPLEMENTAL 4 CONTACT INFORMATION ?e us rite joPeoo 9 114144 a.¢ corn/deaf ad faa2dieeer Project Description: I Z X i i I so prierpen(N0M-Vie* Apo s-v2Ae.,e.. 11-`11/43-Gt,.c5✓rze.- 9 Digit Parcel Identification Number (from your tax statement): I Site Address 911#: 32J S, Kede_, Wy Road Name: Zip Code: 9 g 3&-S--- Legal Description Subdivision Name: LVOLMJ PT ) V 1 Li... a i J , L Block: Lot(s): 2- Parcel Size (acres or square footage): iiigU0 Property Owner: Tesr,,n ' 'e_J603 co►^ _r_ Phone: 43,1 _ O S 3 Mailing Address: 32-1 .5l ged 05 Past- L uoc-Mit) gb3(95 Applicant/Occupant: Phone: (if different from owner)/AWniru 'c 1,.1,, c ok 6&4-1„ ;". :361.0-( (- r)). 1 Mailing Address: i I 1 .r 7 Moe/2 r�6 2— w 50&U11. WA— etb30 2/ Authorized Rep: 8,.Ac� l,,, t,, 1Z-- Phon 3(?,,.-i.„P, �lo�� Mailing Address: General Contractor: Or Manufactured Home Installer: ir-e Yk5 A-PPL-IGAr'V Phone: Mailing Address: Contractor's State License Number:/ 1011 i_ cii I .64_ Expiration Date: 3/w/03 Architect:/Engineer: Lti- Phone: , . U�- 5 iM 1-r14- S.tcG q S 2._ 62,1162 2 Mailing Address: 319 s, P®e,gs9i,�,l9 socr A NrteeLr 9g3(fl)...-- G:\PERMIT CENTER\FORMS\BLDG SUPP INFO • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00679 Received Date 11/13/2002 SITE ADDRESS: 321 S KEEL WAY Issue Date 12/5/2002 PORT LUDLOW, 98365 APPLICANT: JERRY L CONOVER PHONE: (360)437-0537 THELMA D CONOVER 321 S KEEL WAY PORT LUDLOW WA 98365-8719 SUBDIVISION: LUDLOW POINT VILLAGE DIV 2 Block: Lot: 2 PARCEL NUMBER: 969500002 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: AAWNINGS/SUNROOMS.DISTNCTN INC PHONE: (360)681-2727 141 TIMBERLINE DR SEQUIM WA 98382 Contractor's License: AAWNII*991 DA Expires: 03/20/2003 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SUNROOM & STORAGE RpllUIRED INSPECTIONS: �� 00/644 [ SETBACKS / Footings: [v] Foundation: ©,K !`43/4-3 [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/ umbing: /k" -5/a4A) [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: _ [ ] Zoning Final Approval: / [ ] Final/Occupancy Approval: k' C 44/63, 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. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • • SPECIAL CONDITIONS FOR CASE BLD02-00679 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 11/21/02 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 (Suburban), and Coastal SIPZ. 2.) Coastal SIPZ pertains to properties that utilize a well for Potable water. This parcel uses a public water source and is not subject to the SIPZ regulation. 3.) The applicant is proposing to create or add 228-square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices to control sedimentation and erosion on the subject property. 4.) 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. 5.) The site plan as submitted with the sunroom application on 11/13/02 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 11/27/02 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) This approval is for a sunroom 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. 7.) The property is located adjacent to the shoreline. A proposed sunroom addition will be located 65-foot from the adjacent shoreline. The Jefferson County Shoreline Master Program requires a minimum 30-foot setback which shall be entirely vegetated. 8.) 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. 9.) 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). 10.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 11.) Maximum lot coverage is not to exceed 45%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, etc. 12.) The building height is not to exceed 35 feet. 13.) Keel Way is classified as a private road which requires a minimum 20-foot setback. The side lots lines require a minmum 5-foot lot line setback. The rear lot line is adjacent to the shoreline and thus requires a minimum 30-foot setback/buffer. i:\F_BLD_Permit_Buildng.rpt 10/29/19 I 1 11 III I 1 1 1 1 1 1 1 I 1 \ C.7 NI r...2 cy) c=1 = ......, >- 4k 1 =c) C= C....3 II... , 1 - — I 1 1 . = , V\Id013A9G AIIN0INV100 d0 1d30 0 14-1 e cc 1.4.. kl.N1101NU'4343r L !, 4•'...1:6 1 1 ZOOZ £ 1 AON ---------------\Hc\ \ -- ----- -,.7.------7,-- ri , - \ 4., 1 P:4 , 3 i "c) z 4 1 ' ..-• i 111,11 11, II -------_, \ 11 ill , i 111, ! 1!, 1 d t V - .... > C.L. N 1-- \V i I,1 1, , , 1--- ,,,,v ,c.--2..,r,is ,i. (--- '' •-•t' i':-. C6. i -----t) 1 1.•) 0 bi) kr) II 1 , , -5---) 1 - .....) - , HI 1 — s-a V) 1 111! r 0'.',_ t).) Ci \I\ Ne \T\ \ i 5 wz C,J C:) Cs.1 0 ''L1-r--- g:LI Ns , C•I • :.. _ -________,___...,......... I - „i f7•1"( C) ''is.,0 11 I •... 1 Pi Ci) 1 1 l,.., — \ 4 .—. .-- .. ° !II I 1III: 1 1 '.^:j- '''-'--"-41 C3— •J \ I ' — 1 1 . .•L le -4——.- i i 11 I I ,, 1 1 ' - - • - 1 I - , 1 II I . * • 0 '.T. 2X4 SILL PLATE W/ 12" DIA ANCHOR BOLTS 4T 42" O.G. 40.4 BARS AT 15" O.C. 40RIZONTAL (GRADE 40) °ROVIDE ASPHALT EMULSION 4T FOOTING AND WALL TO °NISH GRADE 'ROvIDE 1211 vERT. LATER :IF DRAIN ROCK FROM FOOTING IO 6" BELOW FINISH GRADE qOA BARS AT 10" O.G. VERT. JITH 12" HOOK 4" THICK CONCRETE SLAB UITH 6" X 6" W1.F OVER t" SAND OVER 6 MIL. VAPOR BARRIER '2) 4" DIA PEW. FOOTING BRAIN LINES IN FREE DRAINING 3RAVEL FILL B" THICK X 2'-6" WIDE CONCRETE FOOTING WITH '3) NOA BARS CONT. AT BOTTOM RETAINING LALL SCALE: P - 1'-0" )ECK )'C' )ECK BEAM SECTION A -A SCALh: 1/4" -- I'-OII W.0 ---------J -8'-8 3/4" REAR ELEVATION SCALE: 1/4" : II-O" WINDOU� AND DOOR SIZES I I _----.-------__-----------------------------'-_---- L_______________--_____-____--___--_-______________-____________-_----J SIDE ELEVATION SCALE: 11411 - 1'-011 L________________________________ I I I I I 1 I I ----------------------------_ ------------------------------- ----------------------------------J SIDE ELEVATION SCALE: 1/4" - I'-O" PERMIT # BID 0 2 - 0 6 7 9 JEFFERSON COUNTY OCO • ni r- I e') a I A LAN - - - --- SCALE: 1/4" • I'-O'I ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24, 1997 UBC AS AMENDED BY WASHINGTON STATE BUILDING CODE COUNCIL FOUNDATION PLAN O �n `------+-- IE" X18" X 10" THICKEN �I CONCRETE PAD W/ I I (2) NOA BARS EACH WAY T"'F. FOR (2) I I I EkS'ING 4�8 F NO2 I I I I I I I I I S I I I I I I I I 4" CONCRETE SLAB I W"6"X6"WILE OVER SAND BASE I A -A I I I I I IS `u�--- 8 o 02 I ____________1- I I I I I I , I I I I I I I I � I I I L ti- II 51-611 V-3 1/2" III -Oil IAI III _J 6" THICK CONCRETE WALL WITH NOA BARS 10" O.G. VERT. AND 15" O.C. HORIZ. 8" THICK X 2'-6" WIDE CONCRETE FOOTNG W/ (3) NO.4 BARS CONT. AT BOTTOM v O u PROVIDE 4" THICK CONCRETE LANDING 3'-0" X 4'-0" WIDE SCALE: 114" - 1'-011 i' 1.4 0 r 'd O ��'I O C a C>� O N N N C V Z ' O i � f �N � J J - I T H i 0 r 0 U