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HomeMy WebLinkAboutPermit File 1714 10th Street ■ ■ G\t Y o,, CITY OF ANACORTES WASHINGTON coa BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single r arnily ,Residence Located At: 1714 1 th Street STREET&NUMBER Owner: & Ancrea Saxton Constructed By: owner OWNER OR CONTRACTOR Bldg. Permit#: ;=LD-2:009—`'a 1< Date Issued: i'ov•-mber 2C , 2 05: (Dec.Group: `- Use Zone: Has Been Inspected And Occupancy Is Hereby Authorized. This 2_ C.n Day of r..tc i)c_L 20 l:; AUTHOR O ICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ ■ 0932403-2 0005 11/23/2009 001 9 Permit Fees 008507 S11,694.45 -S. Y 0 . City of Anacortes Permit#: BLD-2009-0416 .z 904 6th Street Issue date: 11/20/2009 `!■+ "' P.O.Box 547 Expire date: 05/19/2011 ' 0: Anacortes, WA 98221-0547 -'',,,1 i l/:4V=} (360) 293-1901 Job Address: 1714 10TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New Single family residence with garage. Owner: HAROLD/ANDREA SAXTON Contractor: Address: PO BOX 1816 Address: ANACORTES WA 98221-6816 Phone: (360)293-0510 Phone: License#: General Information: Fees: 2nd Floor Square Footage 306 Plan Review Deposit 100.00 Basement Square Footage 1739 Building Permit Fee 1,058.00 Lot Area 7500 Plumbing Permit Fee 132.00 1st Floor Square Footage 1756 Traffic Impact Fee 900.00 Garage Square Footage 576 State Building Code Fee 4.50 Deck Square Footage 273 Park Impact Fee 615.00 Building Valuation 350000 Plan Review Fee 587.70 # Forced Air Furnace<=1,000 1 Sewer GFC-Residential 7,096.00 #of Bathtubs 2 Storm Drain GFC-Residential 1,140.00 #of Clothes Dryers 1 Mechanical Permit Fees 111.25 #of Clothes Washers 1 Sewer Inspection Fee 50.00 #of Dishwashers 1 Total Calculated: 11,794.45 #of Gas Fireplace 1 Deposits/Receipts: 100.00 #of Gas Piping I #of Gas Water Heaters 1 Total Due: 11,694.45 #of Water Piping 1 #of Hose Bibbs 2 #of Kitchen Sinks 1 #of Lavatories 4 #of Showers 1 #of Ventilation Fans 5 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE dF OWNER OR AU HO�D AGENT ISS ED BY Alley $ m iii) do },^/ 90.00' — 15.00' 15.00' l 30.00' ^ r t 30.00' e - Catch basin/ �al Yard drain vet ----� 1 soma pump �N_—._ 1 I �„ f 1:......_.f rid LD 13O Concrete Driveway ^---_ i W5 m /.\ E 1,73 �,� �.1``"� Frye' 4fl --- 1 1 i C.�_ C 1 fI —J ,3 s La rd'ny ,=a�L�_ _ FF I I 11'-10 ) s — — ----i � ------------`T 1 1(HI I rJ 1 1 ' Q, 0 0 10 I S 8 ,a O+ rrr 1 S paati mete �ct -� Q 7''6• I o I 15'-0' 22',6' • 1 1 II I11 r j l Overhang i CoveredlPoroh i � I + L i 1El 1 1 j 113 Lots 11-12 Lot 13 Lot 14 scr § Lot 15 j Lots 16-18 I I ® ® '� I fa75.00' I CI Existing Concrete Sidewalk I Power 0 ( m Water Pod Meters —__ 18 ® •I 19 17 N Site Plan Edge of Existing Pavement ff I 40'-0' g 410 0 5 f0 20 _._._._.__-_.�._._. .�.,._._.—._._.—. 10th Street ._._._._ Centedlee Project Information Site Plan Notes PROJECT DESCRIPTION: tO Dimensions are to face of concrete and wood taming members unless initiated otherwise.Verify dimensions with existing(E)conditions. This project consists of a newsirgle tunny,two-story residence with basement,covered porch and attached private garage. O Slope all finish grades away torn building to allow for natural tun-ofofwater. Provide 6'minimum fal within 10 feet of built:mg. OWNER(S): OLocate and stake out new construction and utilities.Be responsible for accuracy and Harold and Andrea Saxton correctness oflkres,grades,and for estabishing location of butted utility Fes. PO Box 1818 Macortes,WA 98221 0 Provide 4'diameter perforated tooting drein system continuous atpennlneterweh (360)293-0510 clean-outs as tegrdded.Provide connection to 4'dametertight-tine and Type I each basin with sump pump. PROJECT ADDRESS: OConnect downspots(DS)from cnoFoous metal gutters to 4'diameter Bglrtitre -1720-10th Sheet Macodes,WA 98221 nonentity' ratan r system and Type 1 catch basinsump pump. © Provide 4'tameter tighline collection system nth clean-outs(CO)as tequled for LEGAL DESCRIPTION: footing and roof drains to existing*ainage dash/waste at tOM Street Plat ofAnacmtes,Los 13-15,Block 156 0 Provide silt screen as indicated and other sedimentation control fiddles as requited Quarter 04,Section 13,Township 35,Range 01,W.M. for erosion control,Provide plastic tarps over soils exposed and stored during construction.Erosion control measures shall be constructed and in operation prior to ASSESSOR'S TAX ID NO: land Nearing to ensure that sediment4aden water does not enter adjacent properties or the receiving dranage system. 3772456-0150003(P 55982) 0 See Landscape Plan provided by Owner for addiienal requirements. CODES: 2006 International Residential Code(IRC) O Existing Property Line Washington State Energy CodeMA0 City ofMacortes Zoning Ordnance 0 Future Property Line.Boundary Line A4ustmmtrequied. ZONING R-2 Residential District/Old Town Overlay District 13 Existing concrete sidewalk to remain. BUILDING HEIGHT:One-story will basement 12 Sae Plan Is prepared by led masurennent and Infrmadon provided by the Owner 23'-10' MC Height and is not a survey. 24'4' City ofAnacortes Height(2535'Maximum) 15'J9' City of Anacottes Garage Height(16'Maximum) 13 New concrete sidewalks and driveway. BUILDING AREAS: 1,758 SF First Floor' 14 Type 1 catch basin and yanl drain yeah sump pump and metal a *lowestnte.Locate west 1,739SF Bast of lot.See drainage calculations provided by Hetttgstad Engineering. 576 SF Garage' 15 Provide connection to new40-0'long x B'diameter culvert. 273 SF Covered Porches` 306 SF Second Floor 16 Existing open drainage catch/wale.Provide new40'-0'long culvert as inflated with LOT COVERAGE(FUTURE) compacted drainage till cover. Lot Area:(75x100) = 7,500 SF Bidding Coverage Area: - 2,605 SF`(2,825 SF maximum) 17 Existing B'diameterculvets. Lot Coverage:2,605/7,500 = 34.73%(35%maximum) Impervious Area: = 4,038 SF 18 Existing after pole. 0 Existing water meter. ." ,. --,tier ... >--,_,, _ �.. tie. v • ublic V\Iorks Engineering and Development Services Residential Inspection Address: j ' I q' lb ` S 1 Date: j —lc -IC) Owner: 'Iaiax j PkorapiA Contractor: Inspected by: , •� �Lll� �l� 1. Water Meter Box et firm and level to finished grade or backside of sidewalk elevation. [-t'd and box undamaged. - 0.fer meter and customer shutoff installed. [f] JIe-debris. Ercessible—no landscape obstruction. Driveway installation has drive-over box and lid. [Customer gate valve intact_ Wleaks at connections. 2. Curb and Gutter ❑ No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. D Concrete has broom finish. No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is ' inch. 3. Sidewalk o cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. D ADA compliant— 1 percent slope to curb. If road frontage improvements: ❑ Expansion joints every 15.feet and at driveways. •- ❑ Concrete has broom finish - 4. Driveway Approaches D No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ❑ ADA compliant. 5. Streets -!iA . ❑ No cracks, blemishes. - If road or alley improvements: . - D ' Received proctor and sieve analysis of ballast, crushed rock, and asphalt_ ❑ Received passing materials testing reports for sub-grade, ballast, crushed rock, and asphalt. ❑ Received tonnage tickets consistent with required thickness per approved.- plans. • 6. Sanity ewer pection card signed off and/or verified in Building Department database. As-built record filed in the address file. - El Screw cap(s).installed on clean-out(s). - ❑ Clean-out(s)set at finished grade. 7. Storm Dr ' ge _ I9,sction card signed off and/or verified in Building Department database. IRA_.§,:built record filed in address file. Not blocked or diverted to adjacent parcel. ‘ 8. Public Utilities Out of Traveled Way ❑ Concrete collars around City utilities. ❑ Final grading ok. ❑ Restored to prior condition or better. 9. Landscape e z„. \� ❑ Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. . - ❑ Type and quantity of plants. . ❑ Sod or seed in place. ❑. Root barrier(receipt filed). 10.Erosion C of Measures . BMPs removed. ris removed. Site clean. Permanent vegetation established.P . 1 \ : `, / :" J \ 1 i �., t / N. i ti r"r .� { ti / / / ,f b / \ 't 1 /'� i ' / i r .41 '� i J�.. .. a, : - Gale Contractor Services ' .' • A Masco Contractor Services Company 16910 59th Ave. NE, Suite 100 ' " Arlington, WA 98223 t, ,: Installed Insulation certificate `We certify that insulation material listed here and installed at the following residence ,` I surrounding conditioned space meed applicable federal,state and local specifications." `K 1 ): Loose Fill Kilt Unlaced Foil Foam Cellulose R•Vialw Thickness No.Pkgs Coverage Ares `t • Gtiel ❑ ❑ ❑ ❑ ❑ 1 • 34 -- 1.75" 86 '�' Room 0 0 0 0 0 0 , , .l • wens 0 - CI al ❑ 0 ' 0 21 5 5,� ` • r,, , Basement 0 0 0 0 0 0 ." / • T� i + \ r Craw space ❑ 0 0 0 ❑ 0 . . ` ContractorJennifer A Govern�y�, Addressor Lot Number: 1714 10th Street 1- ti isi CI* ti,,ZIP �L AnannrtAr\ Washington ' ,{ .x This Production Assistant Gate inata May 27. 2010 .;� -i NMI < ,� r i v,,.�(i N / k / 4,, f '�11 i_ f \�:(r \�[i `v ./ / 4' .1 l �S r �;/ \f' v, r v r \ I / \./ �lti N r N ' r' \i' - ,:( ^ \ .�1. 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