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HomeMy WebLinkAboutPermit File 1600 Latitude Circle e e P CITY OF DO NOT REMOVE u, CORRECTIONS REPORT ❑ Building codes 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER(COyd7RA�TOF I PERMIT NUMBER ADD/Z ted+/-/Ad-e- Chrde__ Dtvz.)0 D NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE CORRECTIONS NE DED ❑ STOP WORK L77-,L___ /we's' 2) - s-a s (Q s IeecI? r' ,s/,tee Lill) Kite s lope , -ro 7-4 b ra r\. r Au-- Ce Pl )te__. 1"‘_ ,,c heech orr- NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION . • INSPECT Code VI dat on Complaint Foam Case No. 19-0002 Date In: 1/8/2019 Bate Closed: Received By: View Which Cases Location: 1600 Latitude Cir In City Limits W 1600 Latitude Cir Category: ® Open Cases Complaint: rain runoff on neighbors property Status: Open Closed Cases O All Cases Code Section(s) Violated: Follow Up On Comments: View Municipal Code Owner Contact Info Jiorting Citizen Contact Info Occupant Contact Info Name: Sandro Navas Name: Christopher Felt Name: Address: 1503 Allen Crt Address: I600Lat tude Cir,Anacortes,WA Address: Add2: � Add2: 16839KambRd �dd2: CSZ: Anacortes ,WA 98221- CSZ: MT. Venon , WA 98273- Phone: (360) 346-0141 Phone: Phone: 4.: Phone 2: Phone 2: Phone 2: t Email: Email: Email: Signed Release to Use Name? k❑ Actions Taken (Most Recent on Top) Date Action Taken By Result Why Still Open Action Due 1/9/2019 Correction Notice David Diamond Notes: I put together a correction notice today to have the problem fixed.Notice will go out tomorrow. Documents Right-click to hyperlink to scan 1/8/2019 Site Visit David Diamond Notes: Stopped by to investigate drainage complaint.Landscape was installed per plan, but does keep rain water run off from running onto neighbors property. Took some pic's. Correction Notice to follow. Documents Right-click to hyperlink to scan rint Window Details for Parcel: P56573 https://www.skagitcounty.net/Search/Property/ Jurisdiction: ANACORTES IVY Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. 74.Vgia.ew'gp..• Recorded Documents Documents scanned and recorded by the Auditor's office 10,446v,p, 41c.:- ,y,ta ia5t1.&411 _lit's,•:, 101 Excise Affidavits Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P56573 3774-908-011-0009 SE 22 35 01 Owner Information Site Address(es) Map Links FELT CHRISTOPHER P 1600 LATITUDE CIRCLE Open in iMap FELT CHERYL A Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: 16839 KAMB ROAD Zip Code Lookup I Site Address information PDF I DWF MOUNT VERNON, WA 98273 Current Legal Description Abbreviation Definitions LOTS 7 TO 11, BLOCK 1908, BARINGS ADDITION TO ANACORTES, TOGETHER WITH THE SOUTHERLY 1/2 OF VACATED 4TH STREET ADJOINING PER ORDINANCE#1726. 2018 Values for 2019 Taxes* Sale Information 2019 Property Tax Summary Building Market Value $.00 Deed Type WARRANTY DEED 2019 Taxes will be available after 2/15/2019 Land Market Value +$135,500.00 Sale Date 2015-06-05 Total Market Value $135,500.00 Sale Price $257,500.00 Use the Taxes link above for 2018 taxes Assessed Value $135,500.00 Taxable Value $135,500.00 * Effective date of value is January 1 of the assessment year(2018) Legal Description at time of Assessment *Land Use WAC 458-53-030 Neighborhood (21ASKY) ANACORTES SKYLINE VIEW RESIDENTIAL Levy Code 0900 Fire District School District SD103 !Exemptions Utilities Acres 0.43 Improvement 1 Attributes Summary Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering *Total Living Area 'Heat/Air Conditioning Unfinished Basement I Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. 1 of 1 1/10/2019, 1:55 CITY OF DO NOT REMOVE �`, CORRECTIONS REPORT "� 1bq � a UR cgs Building codes 293-1901 ANACORTES ❑ Fire codes 293-1925 ❑ /Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within I O ba-5 i h e Ss days. OWNER/CONTRACTOR I PERMIT NUMBER C ti16;?;t6- her Ie/- ( LO v17 - 5" -7 V ADDRESS DATE i6 S3q �� a >�, �_ c At. �t,�l�l©n �9��73 //1///9 ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE . CORRECTIONS NEEDED ❑ STOP WORK peca, b‹:2 (• d t Co* &to,' b ct_0 + /y�p u.,/` 10-'� e / C�O L l 4-(A. c l� _�f lit a Co 4 a� (LJaLJ Imo+ 7 / 4? . “ ) be. a A 1 5 60110^ PLo1 r 3 D1,&(' g ) a1�j I1 /VlC., el..+ 507.1 CeABra a l g d /� Ai �� ,I `l ?G ; O �9 6 fti v e CQ a\c e , �) 6 _ Y I yoccV reuti,k-c i P/e Q call w -1-h ate./ G rpe (o -ram, you ,ray h v & +-c ' -I-- t e2 4-) Q , tic[ t - ue I 6 5rhe555 Cial5 o recJncif' I 1lme 54-orI'7 t-ky doi Niou 4`eclt 4-1--kt5 Ncrticer NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECTOR -k,\ CO A)' t2 CHAPTER 4 FOUNDATIONS SECTION R401 TABLE R401.4.1 GENERAL PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS' R401.1 Application. The provisions of this chapter shall LOAD-BEARING control the design and construction of the foundation and CLASS OF MATERIAL PRESSURE foundation spaces for buildings. In addition to the provisions . (pounds per square foot) . of this chapter, the design and construction of foundations in Crystalline bedrock 12,000 flood hazard areas as established by Table R301.2(1) shall meet the provisions of Section R322. Wood foundations shall Sedimentary and foliated rock 4,000 be designed and installed in accordance with AWC PWF. Sandy gravel and/or gravel (GW and GP) 3,000 Exception: The provisions of this chapter shall be permit- Sand, silty sand, clayey sand, silty gravel ted to be used for wood foundations only in the following and clayey gravel (SW, SP, SM, SC, GM 2,000 ' situations: and GC) 1 1. In buildings that have no more than two floors and a Clay, sandy, silty clay, clayey silt, silt and 1,500b roof. sandy siltclay (CL, ML,MH and CH) For SI: 1 pound per square foot=0.0479 kPa. 2. Where interior basement and foundation walls are a. Where soil tests are required by Section R401.4, the allowable bearing constructed at intervals not exceeding 50 feet (15 capacities of the soil shall be part of the recommendations. 240 mm). b. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the Wood foundations in Seismic Design Category Do, Dl or allowable bearing capacity shall be determined by a soils investigation. • D2 shall be designed in accordance with accepted engineering practice. R401.4.2 Compressible or shifting soil. Instead of a complete geotechnical evaluation, where top or subsoils R401.2 Requirements. Foundation construction shall be are compressible or shifting, they shall be removed to a capable of accommodating all loads in accordance with Sec- depth and width sufficient to ensure stable moisture con- tion R301 and of transmitting the resulting loads to the sup- tent in each active zone and shall not be used as fill or sta- porting soil. Fill soils that support footings and foundations bilized within each active zone by chemical, dewatering or shall be designed, installed and tested in accordance with presaturation. accepted engineering practice. Gravel fill used as footings for wood and precast concrete foundations shall comply with Section R403. SECTION R402 R401.3 Drainage. Surface drainage shall be diverted to a MATERIALS storm sewer conveyance or other approved point of collec- R402.1 Wood foundations. Wood foundation systems shall lion that does not create a hazard. Lots shall be graded to be designed and installed in accordance with the provisions drain surface water away from foundation walls. The grade of this code. shall fall a minimum of 6 inches (152 mm) within the first 10 R402.1.1 Fasteners.Fasteners used below grade to attach feet (3048 mm). plywood to the exterior side of exterior basement or crawl- Exception: Where lot lines, walls, slopes or other physical space wall studs, or fasteners used in knee wall construe- barriers prohibit 6 inches (152 mm) of fall within 10 feet tion, shall be of Type 304 or 316 stainless steel. Fasteners (3048 mm), drains or swales shall be constructed to ensure used above grade to attach plywood and all lumber-to- drainage away from the structure. Impervious surfaces lumber fasteners except those used in knee wall construe- 1 within 10 feet (3048 mm) of the building foundation shall tion shall be of Type 304 or 316 stainless steel, silicon be sloped a minimum of 2 percent away from the building. bronze, copper, hot-dipped galvanized (zinc coated) steel nails, or hot-tumbled galvanized (zinc coated) steel nails. R401.4 Soil tests. Where quantifiable data created by Electro-galvanized steel nails and galvanized (zinc coated) accepted soil science methodologies indicate expansive, corn- steel staples shall not be permitted. pressible, shifting or other questionable soil characteristics R402.1.2 Wood treatment. All lumber and plywood shall are likely to be present, the building official shall determine be pressure-preservative treated and dried after treatment whether to require a soil test to determine the soil's character- in accordance with AWPA U1 (Commodity Specification istics at a particular location. This test shall be done by an A, Use Category 4B and Section 5.2), and shall bear the approved agency using an approved method. label of an accredited agency. Where lumber and/or ply- R401.4.1 Geotechnical evaluation. In lieu of a complete wood is cut or drilled after treatment, the treated surface geotechnical evaluation, the load-bearing values in Table shall be field treated with copper naphthenate, the concen- R401.4.1 shall be assumed. tration of which shall contain a minimum of 2-percent 2015 INTERNATIONAL RESIDENTIAL CODE® 79 PLUMBING FACILITIES AND FIXTURE REQUIREMENTS with hot or tempered and cold running water in accordance with the international Plumbing Code. [P] 505.2 Contamination. The water supply shall be main- tained free from contamination, and all water inlets for plumbing fixtures shall,be located above the flood-level rim of the fixture. Shampoo basin faucets,janitor sink faucets and other hose bibs or faucets to which hoses are attached and left in place, shall be protected by an approved atmospheric-type vacuum breaker or an approved permanently attached hose connection vacuum breaker. 505.3 Supply. The water supply system shall be installed and maintained to provide a supply of water to plumbing fixtures, devices and appurtenances in sufficient volume and at pres- sures adequate to enable the fixtures to function properly, safely, and free from defects and leaks, . 505.4 Water heating facilities. Water heating facilities shall be properly installed, maintained and capable of providing an adequate amount of water to be drawn at every required sink, lavatory, bathtub, shower and laundry facility at a minimum temperature of 110°F (43°C). A gas-burning water heater shall not be located in any bathroom, toilet room, bedroom or other occupied room normally kept closed, unless adequate combustion air is provided. An approved combination tem- perature and pressure-relief valve and relief valve discharge pipe shall be properly installed and maintained on water heat- ers. SECTION 506 SANITARY DRAINAGE SYSTEM an 506.1 General. Plumbing fixtures shall be properly con- nected to either a public sewer system or to an approved pri- vate sewage disposal system. [P] 506.2 Maintenance. Every plumbing stack, vent, waste and sewer line shall function properly and be kept free from obstructions, leaks and defects. [P] 506.3 Grease interceptors. Grease interceptors and auto- matic grease removal devices shall be maintained in accor- dance with this code and the manufacturer's installation instructions. Grease interceptors and automatic grease removal devices shall be regularly serviced and cleaned to prevent the discharge of oil, grease, and other substances harmful or hazardous to the building drainage system, the public sewer, the private sewage disposal system or the sew- age treatment plant or processes. Records of maintenance, cleaning and repairs shall be available for inspection by the code official. SECTION 507 STORM DRAINAGE [P] 507.1 General. Drainage of roofs and paved areas, yards and courts, and other open areas on the premises shall not be discharged in a manner that creates a public nuisance. 20 2015 INTERNATIONAL PROPERTY MAINTENANCE CODE ' 19.76.070 Conveyance Anacortes Municipal Code Page 1 of 1 19.76.070 Conveyance. A. Generally. 1 . All proposed development requiring stormwater conveyance must provide sufficient capacity to convey stormwater without flooding or otherwise damaging existing or proposed structures in a manner consistent with the city's engineering standards. 2. Estimation of peak stormwater runoff rates used in the design of stormwater conveyance facilities must use the rational method for estimating a hydrograph using a mathematical simulation. 3. Runoff may not discharge directly onto the surface of a public street or road. 4. Runoff and infiltration must be directed away from septic drain fields. 5. Runoff from impervious surfaces, roof drains, and yard drains must be directed so as not to adversely affect adjacent properties. 6. Runoff from development may not cause a significant adverse impact to down-gradient properties. B. Easements, Tracts, and Covenants. 1. All proposed development must provide easements for all stormwater conveyance systems that are not located in public rights-of-way or tracts and must be granted to the parties responsible for providing ongoing maintenance of the systems. Drainage easements through non-drainage structures are prohibited. 2. Wording to this effect must appear on the face of all final plats, and must be contained in any covenants required for a development. (Ord. 2991 § 1 (Att. A), 2016) • The Anacortes Municipal Code is current through Ordinance 3028, passed September 24, 2018. Disclaimer: The city attorney's office has the official version of the Anacortes Municipal Code. Users should contact the city attorney's office for ordinances passed subsequent to the ordinance cited here. City Website: www.cityofanacortes.org City Telephone: (360) 293-1900 Code Publishing Company The Anacortes Municipal Code is current through Ordinance 3028, passed September 24, 2018. t \ j - t: _ i -/•�I - . - .i. / t � i . / . / : : - '7 ` • �'4- ,< is: ! °pj,.. '� QL::rr:: ,ri . rt. wt•,1 . ,. - p. ♦ , ' ! r % , � , 1. I // L�irg�r` 11 . r, jj t'Crl 1' .«• 11 fr�'J♦ ``. � . / I/ 1 ! li 1 - t ` I ter ..7 rl• t�1.!y 71 sn.f ! � •\ ! iL t . t ( ' , �11 \ ' r ' " , � :1.� / - t \ 1 , 1� • I,/ tr`� • ' i{:'%tt• w 'h. I IS•f 'l •, ' i - , ' ' . �, . r � ' 1 � 1 , .�` C.f . { I �r .. : r{'� ilj• 1 I + f, i " 'L - � -.I � 1 ',\ � r .w 'l+ CI :iH . - ` r .�. _t � . " \ �, ra . � i`'�( I r. l , 1% � � . 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