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Home My WebLink About537 W 14th St - BuildingCITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 06 00000090 Date 6/14/06 Application pin number 259220 Property Address 537 W 4TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 0 7445 0000 Tenant nbr name JOE DESCALA Application type description RES ADDITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 100000 Owner Contractor DANIEL /ELIZABETH TORRANCE TRST COZI HOMES CONSTRUCTION INC TORRANCE FAMILY TRUST 324 E 9TH ST RANCHO PALOS VERD CA 90275 PORT ANGELES WA 98362 (360) 452 9906 Other struct info TOTAL LOT COVERAGE 22 30 NUMBER OF STORIES 2 00 EXISTING LOT COVERAGE 702 00 LOT SIZE 7500 00 PROPOSED LOT COVERAGE 702 00 TOTAL LOT COVERAGE 1670 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc Permit pin number 71191 Permit Fee 1020 25 Plan Check Fee 408 10 Issue Date Valuation 100000 Expiration Date 12/11/06 Qty Unit Charge Per Extension BASE FEE 670 25 50 00 7 0000 THOU BL 50 001 100K (7 00 PER K) 350 00 Permit MECHANICAL PERMIT Additional desc Permit pin number 71209 Permit Fee 79 00 Plan Check Fee 00 Issue Date Valuation 0 Expiration Date 12/11/06 Qty Unit Charge Per Extension BASE FEE 50 00 4 00 7 2500 ECH ME VENT FAN 29 00 Permit PLUMBING PERMIT Additional desc Permit pin number 71217 Permit Fee 85 00 Plan Check Fee 00 Issue Date Valuation 0 Expiration Date 12/11/06 Qty Unit Charge Per Extension BASE FEE 50 00 5 00 7 0000 ECH PL EA FIXTURE ON ONE TRAP 35 00 Permit SANITARY SEWER HOOK UP Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction orwork is suspended or abandoned fora period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. 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 state or local law regulating construction or the performance of construction. J O Signature of Contractor or Authoijed Agent Date Signature of Owner (if owner is builder) Date TAPolicies \1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP /FURNACE /DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R. W PW/ ENGINEERING FIRE PLANNING DEPT BUILDING I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I i I I I I I FINAL FINAL SEPA. ESA. SHORELINE: FINAL. INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION 417 -4807 PW ENGINEERING LW 417 -4653 I I I I FIRE DEPT 417 -4750 I I I PLANNING DEPT. 417 -4815 I I I I BUILDING Ate" DATE ACCEPTED BY. DATE ACCEPTED BY. I I I I I I I I I Application Number 06 00000090 Application pin number 259220 Additional desc ALTER TO SAN SEWER Permit pin number 71019 Permit Fee 40 00 Plan Check Fee 00 Issue Date Valuation 100000 Expiration Date 12/11/06 Qty Unit Charge Per 1 00 40 0000 EA SAN SEW REPAIR Special Notes and Comments The Fire Department has reviewed the project application and has no comments 02/09/2006 12 17 PM SROBERDS Proposal is remodel /addition in the RS 7 for total lot coverage of 16% No land use issues noted Electrical load calculations and elctrical permits are required The meter and or service must be relocated to avoid clearance issue Contact Gail in Engineering 02/01/2006 01 11 PM GMCLAIN Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Other Fees Fee summary CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Charged Paid Credited T•\Policies \1102_15 building permit inspection record05.wpd [1/4/2005j Page 2 Date 6/14/06 Extension 40 00 STATE SURCHARGE 4 50 Due Permit Fee Total 1224 25 1224 25 00 00 Plan Check Total 408 10 408 10 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1636 85 1636 85 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. 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 state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL, WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALIIOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT ^n nc. /4/20051 NO I I I I I I I I I I I I I I I SEPA. ESA. SHORELINE. 417 -4735 ELECTRICAL LIGHT DEPT FINAL I I v DATE J L ACCEPTED BY. ACCEPTED BY. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I I I I FIRE DEPT I PLANNING DEPT 417 -4750 L I ii I I PLANNING DEPT I f BUILDING 417 -4815 I I I BUILDING 1 I I I S Z- Architect/Engineer Address. Fill out COMPLETELY and in INK. Your application and site plan MUST BE yl/ Date Approved: COMPLETE to be accepted for review If you have any questions, call 1 Date Issued:q PERMITS (360) 417 -4815 FAX(360)417 -4711 Applicant or Agent: 91k N o 1 Q 1"J',63. Owner JCJ Credit Card Holder Name: Billing Address: Credit Card Type VISA MC TYPE OF WORK. IS Residential New Constr !b Re -roof Stove Multi family a Addition Move Garage Commercial a Remodel Demolition Deck Repair Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT PLANNING USE ONLY BUILDING PERMIT- APPLICATION f r City ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other Phone: Contractor (dz i (vi 2 S State License City PROJECT PROJECT ADDRESS Ti A- LEGAL DESCRIPTION Lot: I Block: 7 L( Subdivision. CLALLAM COUNTY PARCEL NUMBER. 6C 00 0 00 7 V V c CC 6 f Phone: Lip ZONING Exp. Date: FOR OFFICI USE ONLY ate Rec.. 7 Permit #:O v� �j Phone: a 9 I I "l b Address. "1 City Zip 7 L- SIZE/VALUATION q SF $7(o. O /SF V)� �'J✓ SF /SF 1 SF /SF 7 (oy TOTAL VALUATION 7 N Mkt t U w U t v∎ o AST t 5 1D cizoow, U COMMERCIAL/RESIDENTIAL. Occupancy Group: Date: c� 1 I t 05 APPROVALS. PLAN BLDG: DPWU FIRE. OTHER Occupant Load: Construction Type: No. of Stories. Z. Lot Size: 76 kN Existmg Sq. Ft. 702- Proposed Sq. Ft.. TOTAL Sq. Ft. 1�J1 C Total lot coverage 46c 1 6x9 R.1Nj 1 t„I,E1,lN VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. l am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T•\Policies\BL- 1102_13.wpd Applicant: Parce!..r ookup Page 1 of 1 Parcel Number 0630000074450000 Site Address" 537 W FOURTH ST PA 00" B9ck" 1 Taxpayer WASHINGTON MUTUAL SAVINGS BANK 2210 ENTERPRISE DRIVE FLORENCE, SC 00008 Title Owner DESCALA JOSEPH /MAKAYLA 537 W 4TH ST PORT ANGELES WA 98362 Description LT 11 BL 74 Value Summary' Note: Listed values do not reflect adjustments made for exemption programs such as Senior /Disabled or Current Use programs (except Commercial Forestland properties) Land Value. 41 600 Improvements Value 37,255 Total Assessed Value 78 855 Property Characteristics Note: Use Code is for Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 1112 TWO BEDROOM Land Size (acreage). 00 Note: Acreage is not listed for all properties in the Assessor's records. More information about land size. Tax Status. Taxable Tax Code Area. 0010 Zoning Code P_RS7 Note: Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building department. Building Characteristics. (Click on Bldg. for more details.) Bldg. Type BIB. Style Total S.F. BD BA 01 House One Story 720 2 1 Tax History Sales History 1 i 1 Bael 11557 14011 tttp. //65 161 10 164 /website /sitis j, pgm ?parcel= 063 0000074450000 4/') f /')nnc 1 533 50 Feet 3 3 V rtical Datum NA VD 88 Horiz ntal Datum NAD 83/91 ,3c 303 h 534 A Area Map 53 525 5 32 523 528 575 524 This ap is not nte ided to be used as legal descripti This map/drawing is produced bi the City of Port Angeles fot its ol n use and purposes Any oth of this map/di rig shall ot be the espot ibiliti of the Cut 7 21511r "Zti)%7A I V) 7-, r \I.SN'N-- ejM -6)4-1 Jhi i 9 23 August 2005 Joe Descalla 537 W 4th Port Angeles, WA 98362 Subject: Geotechnical review for an addition at 537 W 4th (Parcel No 06- 30 -00- 007445) Dear Mr Descalla Gene H.Unger Engineering, Inc. Structural Management 1401 West 7th Street Port Angeles, Washington 98363 Office (360) 452 2098 Fax (360) 417 -2098 Street, Port mail.'uin @olypen.com Civil Gene Unger Engineer INC presents herein the results of a Geotechnical review of the referenced property located on the north side of 4 street right -of -way and east of the Cedar Street right -of -way in Port Angeles The site sits at the top of the historical Tumwater Creek bluff that has Cedar Street traversing the bluff from 4 Street down to 2nd Street. The area along the base of the bluff is commercially developed The lot varies from 30 to 50 feet above the Cedar Street and 80 feet above Tumwater Creek. The lot is identified as lot 11 of Block 74 of the Townsite of Port Angeles The parcel number is 06- 30 -00- 007445 I understand that your intent is to construct a two -story addition to your existing house consistent with the underlying zoning While the topography of the bluff aopears to be stable, the bluff is considered a Geologically Hazardous Area based on the slope and soil co is Purpose and scope of services The purpose of the Geotechnical review is to provide information regarding the soil and slope stability in order to develop the site in a manner that will not induce soil erosion or endanger on -site or adjacent off -site properties, consistent with the requirements of Chapter 15.20 of the Port Angeles Municipal Code (Environmentally Sensitive Areas Protection) The scope of the review included a field inspection of the site and determination of site and adjacent property slopes using a hand -held clinometer No topographic mapping services have been provided Research included a review of the Angeles Point Quadrangle of the USGS Topographic Maps aerial photos on file at the Clallam County road Department (DNR 1971 through 1997), aerial topographic mapping completed by David Smith Associates Inc for the City of Port Angeles (Mar 1995), and the soil Survey of Clallam County Area Washington (USDA/SCS, February 1987) Regional Geologic and Soil Conditions The Soil Survey of Clallam Area the City of Port Angeles area and the surrounding region are comprised of Elwha Clallam -Catla soil association These soils are typically 05042GEO doc 1 moderately well drained nearly level to very steep slopes on hills underlain by compact glacial till When one looks at surrounding soils this site is on the north edge of a large Elwha soil area that extends from the Dungeness River on the east to the Elwha River on the west. It also extends from the foothills of the Olympic Mountains on the south to the Strait of Juan de Fuca on the north The.Elwha- Clallam -Catla soils are a result of weathered glacial till The Vashon stade glaciation. deposited these soils It is made up of poorly sorted mixture of rock fragments deposited by the ice sheet. There are finer portions that consist of clay silt, and sand The coarser material is usually found imbedded into the moderately to highly compact fine material Site Observations I visited the site on April 18 2005 and June 21 2005 observing the site slopes vegetation, surface and immediate subsurface hydrology Cedar Street, and evaluation of the in -situ soils The existing lot has a single family one story house with small out building near the alley The western portion of the lot and the right-of-way for Cedar Street slope down to the west. Cedar Street appears to be stable and so does the slope between it and the house There is a relatively flat area between the house and the top of the slope that is also stable The vegetation does not exhibit any characteristics of movement during the time the house has existed The soils in the area are Clallam- Hoypus gravelly sandy loamy with Neilton very gravelly loamy sand in the terrace escarpments formed in glacial outwash periods This results in the Tumwater Creek valley beside this property These soils are moderately well drained and only hold water in lenses of compacted glacial till The upland area of the property has a ground cover of lawn and some shrubs The slopes to the-west are covered with trees and thick brush that add to the stability of the slope due to the root structure No surface runoff channels were observed on the property The depression on the west side of the lot, near the center along the west side of the house is historic and has no evidence of movement since the house was built. This depressed area was included in the lot cross section to clarify its potential impact. The slope to the west does not show any signs of movement currently or historically There are trees growing on the slope that are over 60 years old and show no signs of movement. Conclusions The existing house has not affected the stability of the slope to the west. The existing house is 18 feet from the top of slope that creates an appropriate setback for this site 05042GEO.doc 2 The proposed project shall be constructed in conformance with all requirements of the City of Port Angeles including, but not limited to the International Building Code and applicable clearing grading, drainage and erosion control requirements This includes not routing any runoff drainage over the steep slope to the west on this lot. The excavation for the proposed foundation components shall be carried to firm substantial, unyielding subsoil, at a depth of not less than one foot below the existing surface grade No disturbance of the existing ground shall occur closer than 15 feet to the top of the bank to the west. A caution" tape barrier fence shall be installed at a line 12 feet from the top of the bank to warn workers of the presence of the bank. Excavation work shall occur not earlier. than April 1, and shall be complete to the permanent condition before October 15 Prior to any site development, a Clearing and Grading Permit shall be obtained from the City of Port Angeles (unless a Building Permit is obtained in conjunction with any proposed site disturbance) All drainage from new impervious surfaces on the site shall be collected and discharged into an existing City storm drain system or other approved conveyance Use of this Report The conclusions and recommendations contained in this report are based on lot conditions as they existed at the time of my site visit. A visual inspection was made, people were interviewed, analysis was done and conclusions were drawn from'this information kl.f the conditions are defined further ;r aryrway or if changes to, the structure occur different conclusions can be anticipated I should be advised of changes so that I can review these conditions and reconsider further recommendations This report has been prepared for the exclusive use of Joe Descalla The recommendations and conclusions are based on the site materials observed and on previous experience with sites with similar observed conditions The conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the limited scope of my services No warranty is expressed or implied Sincerely Gene H Unger PE Inc. Site. Plan Lot Cross Section Parcel Information sheet from Clallam County 05042GEO.doc 3 1 7_ e6r Cross Section Line J� 4'441644111 l iiN4 c ed Addition pr °p °S 53 W 4 th 18'x r US' d s J C a o' i 3 r 1p_ 40' 5 D 2 00'3 Au _g Sheet Horizontal ist. (Ft) 1 60 "40 "20 00 80 60 40 r0 0 i I �H I Li H H H HH H Soil line Lot Line House Addition I EXPIRES 3/17/2006 I Revisions: CU C") CO 3 CL C5 u of u j n) P L O Cr) O -m U Scale• as shown Job: 05042SP Date. Auq ,2005 Sheet H of 2/