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Home My WebLink AboutBLD2011-00321 CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT #: BLD11-00321 SITE ADDRESS: 212 A JACOBSEN DR Issue Date: 02/2/2012 PORT HADLOCK, 98339 Final Date: 4/30/2013 APPLICANT: RICHARD E HUFFMAN TRSTEE PHONE: 360-681-5163 HUFFMAN FAMILY TRUST PO BOX 952 CARLSBORG WA 98324-0952 SUBDIVISION: IRONDALE AC TRACTS Block: Lot: 71 PARCEL NUMBER: 962700072 Section: 12 Township: 29 N Range: 01 W PROJECT DESCRIPTION: NEW ADU W/ HTD GARAGE- REVISION 3/21/12 WAS 2 STORY GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes ti) THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 4/30/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 5/16/2013 I Jefferson County Building Division Permit Numb .. BLD11-00321 Applicant: HUFFMAN TRSTEE BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 3/19/2012 Minimum setback from Jacobsen Drive and Graceland Way -fights of ways shall be 20 feet. Minimum north and west property line setbacks shall be 5 feet. Erosion Control SEE CONDITION 2 Post Holes 3/19/2012 dig out bottoms to 30 " dia. Underground Plumbing 5/22/2012 Straps(hold downs) Ext. Shear Wall Nailing Rough-in Plumbing 9_( )_ fL Framing _0- _ r Z Airseal %.1 Z -f L PO Insulation:Walls C ,(c (c-_ (7 -15 Insulation: Floors Insulation: Ceiling C) - t Z l"C"> Heat/Chimney Clearance 4 o-1 2 Wood/Pellet Stove - -(? 6 Drywell/Alt Drainage 3� SEE CONDITION I Address Posted FINAL INSPECTION `C 9 — •\ FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR � B�ILDING PERMIT APPLICATI�!V Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 MLA11-00245 PERMIT #: BLD11-00321 Received Date: 11/28/2011 I' SITE ADDRESS: 212 JACOBSEN DR PORT HADLOCK, 98339 OWNER: RICHARD E HUFFMAN TRSTEE PHONE: HUFFMAN FAMILY TRUST PO BOX 952 CARLSBORG WA 98324-0952 IRONDALE AC TRACTS SUBDIVISION: Block: Lot: 71 PARCEL NUMBER: 962700072 Section: 12 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW ADU W/ HTD GARAGE- REVISION 3/21/12 WAS 2 STORY GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADU MAIN: VALUATION 292,452.00 ADD'L: 864 HEAT TYPE: HTP CODE EDITION: 2009 HEAT BASE: HEAT TYPE: WOD OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: 0 CONST TYPE: 5N GOARAGE:THER: 1,800 SHORELINE: CONST TYPE: SETBACK: DECK: 576 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 1 Prop: 2 Total: 1 Total: 2 • Routing Date: — ti/ r517 31IZ 1- 1a — I J1 Type Amount Paid By: Date: Receipt: Approved/Date Permit $748.75 LYK 11/28/11 128355 Plan Check $486.69 LYK 11/28/11 128355 State Building Code $4.50 LYK 11/28/11 128355 \D\ la_Permit $1,319.80 LYK 03/21/12 131563 Plan Check $861.77 LYK 03/21/12 131563 Potable Water Application $64.00 LYK 03/21/12 131563 Total: $3,485.51 • • CONDITIONS for Building Permit# :BLD11-00321 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) PRIOR TO BEGINNING ANY LAND-DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, ALL CLEARING LIMITS SHALL BE CLEARLY MARKED. PLASTIC, METAL OR STAKE WIRE FENCING MAY BE USED TO MARK CLEARING LIMITS. 4.) CONSTRUCTION VEHICLE ACCESS AND EXIT SHALL BE LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH A PAD OF QUARRY SPALLS OR CRUSHED ROCK PRIOR TO TRAFFIC LEAVING THE CONSTRUCTION SITE TO MINIMZE THE TRACKING OF SEDIMENTS ONTO PUBLIC ROADS. IF SEDIMENTS ARE TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY BY SHOVELING OR SWEEPING. SEDIMENTS SHALL NOT BE SHOVELED OR SWEPT INTO AQUATIC RESOURCES. 5.) ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTIVE BEST MANAGEMENT PRACTICES (BMPs) THAT PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT, FLOWING WATER, AND WIND EROSION. 6.) FROM OCTOBER 1 THORUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS. FROM MAY 1 THROUGH SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. • 7.) APPLICABLE SOIL STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, PLASTIC COVERING, APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED, AND DUST CONTROL. 8.) SOIL STOCKPILES MUST BE STABILIZED FROM EROSION, PROTECTED WITH SEDIMENT TRAPPING MEASURES, AND WHEN POSSIBLE, BE LOCATED AWAY FROM DRAIN INLETS AND ANY WATERWAYS. 9.) ALL POLLUTANTS, INCLUDING WASTE MATERIALS, THAT OCCUR ONSITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. 10.) ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED AND REPAIRED, AS NEEDED, TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION, AND SHALL BE CONDUCTED IN ACCORDANCE WITH BMP SPECIFICATIONS. ALL SEDIMENT CONTROL BMPs SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION. 11.) VOLUNTARY MEASURES OF COASTAL &AT 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. 12.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 13.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 14.) This parcel is within the Chimacum/Hadlock no shooting area per JCC 8.50. 15.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 16.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 17.) The building height is not to exceed 35 feet. 18.) Exterior lighting for residential usesll not exceed twenty feet(20') in height frShe finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 19.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 20.) Minimum setback from Jacobsen Drive and Graceland Way rights-of-ways shall be 20 feet. Minimum north and west property line setbacks shall be 5 feet. Cy:r a c a. I 4 11 CI 14/c/ 3,01.51? .. _, ---7\ --- t t i — HaiLLI .bil: • v tn •<, \ S ... . .. . . . , . . .......... e•---. 1... 0, '-'. ..• Cha1 ,''' ..-...,...Sq. l.f, I /V ....,,..--, •••,,,„,,..,,.'d. ',L5.— 0,,,e w e Nr-- xn . cr 2' r --, 8- A , „(1/ ,..• ,, ,0 c; v, / 1i.,: 0 _..„.1,_., L____),_\___ / . - . .„ f., , 0 e p, • . I, l'1.1 fr.%. , I V . p 0 i . . . 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DPI IAUN.TUB 8 ° 8 °E r N o TLn i / REFIG A O n 0` L. - -i r- 73 T NI_ O Cosv p / - Z y 1.4§:"-fA z g g[, a N 4N K , O 0 A 4- Nj/ /' x m x / y / o x N / 5 IX ,' „ 5040 5L 5040 5L 3068 TEMP.6L O IC_ _ .___ - • '1 l ii b .D - V V rn II -Co T R • BONDESON BUILOING DESIGN INC.ASSUMES NO LIABILITY FOR ANT D30/11~ BONDESON Gw[:� v v 8/30/11 ^"�" ti D 4/14l11 HOME PLAN FOR *co.ANY PLANSAM•IGUITY OR DISCREPANCY DISCOVERED SY USE OF a. m z ](1l1 ti11 BUILDING DESIGN INC. 1 UR 11/3/11 I_ ASES RICHARD E. HUFFMAN ARTND OF VERIFY ALL 2/8/12 CONSTRUCTION AND BE RESPONSIBLE FOR SAME. • I DB Loeono,WA 9E324 .6 . n6 PREFERENCE OVER SC