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20041077.pdfCITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAMEINAME OF BUSINESS NSARA 10r j .1� (-1 NSw W MAILING ADDRESS zo oo3 vL� Relic Vlew P NE CITY ZIP TELEPHONE 425 NRol�r AME A SKINNER RF-ED W SSoc. E ADDRESS 3 I 2t 2TH 5T SW CITY ZIP TELEPHONE RMONDS 9 6 L15I 2��3 NAME CBLj ADDRESS CITY ZIP TELEPHONE STATE LICENSE NUMBER EXPIRATION DATE CY1( )r��r 1 Zti�� u� C� PROPERTY TAX ACCOUNT PARCEL NO. 10 400 Zo 210 0 ❑ NEW RESIDENTIAL ❑ ADDITION COMMERCIAL ❑ ❑ MIXED USE ❑ REMODEL ❑ MULTIFAMILY REPAIR ❑ GRADING CYDS ❑ DEMOLISH ❑ TANK GARAGE RETAINING WALL ❑ CARPORT ❑ ROCKERY (TY�E�C� �SE,O BUSINESS OR ACTIVITY) EXPLAIN. NUMBER j(�) (, N 2w(� NUMBER OF DWELLING STORIES UNITS DESCRIBE WORK TO BE DONE (-AC4 UOMN HEATS/OURCE LOT" PLAN CHECK NO: _ _ -- ❑ PLUMBING I MECH ❑COMPLIANCE OR CHANGE OF USE ❑ SIGN ❑FENCE ( X ❑ OTHER ❑FIRE SPRINKLER FIRE ALARM PERMIT NUMBER JOB ADDRESS PERMIT EXPIRES C_ r� sir) PLAT NAME/SUBDIVISION NO. j LOT 'Y. LID NO LID FEE S PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCPAppruved RW Permn ROd U lr ed ❑ ❑ Street Use Permit Required ❑ EXISTING PROPOSED Inspection Required ❑ ❑ Sidewalk Required REQUIRED DE'.)ICATION _ FT Undorground Wiling reuued ❑ ❑ METER SIZE LINE SIZE NO OF FIXTURES PRV REQUIRED YES O NO ❑ ? W REMARKS OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE z E5 z W ENGINEERING REVIEWED BY DATE FIRE REVIEWED BY DATE W' LL BY VARIANCE OR E ELINE OR ADBN INSPECTION SEPA REQ'D COMPLETED EXEMPT �-0 YES ErNO I i� CAN CS - r E SIGN AREA HEIGHT WAIVER ❑ L?ALLOWED PROPOSED ALLOWED PROPOSED STUDY (� i.l2 Z.5 r KCLOT COVERQUIRED SETBACKS (FT) PROPOSED SETBACKS (FT.) ALLOWED PRFRONT SIDE REAR FRONT LIRSIDE REAR125 10 ZS IV-0Z PARKINGEA PLANNING REVIEWED BY DATEREQ'D PROVIZ�" N I i:_ FT.) REMARKS TYPE OF TRUCTION SPECIAL INSPECTION REQUIRED A YES REMARKS EXi sT1 N G GEOTEC:j4 RE I �J BY ON) HAI STRUCTURAL[ 11 BY. /n� i_\ ( ,fir;, VALUATION VESTED DATE THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC i DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE J SEPARATE PERMISSION. t cc PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5) a PERMIT LIMIT: SEE ECDC 19.00.005(A)(6) SEE BACK OF PINK PERMIT FOR MORE INFORMATION W •APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS w IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF 2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY a = FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE 0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED IN VIOLATIO4e6F NAE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S MPE SATION INSURANCE AND RCW 18:27. OAT SIGNED SIG T RE 0 AGENT): CO5E1 CONSULTANT d, Pic- Description Or FEE Plan Check 32.- O Building Permit �i Plumbing Mechanical Grading Engr. Review Engr. Inspection Fire Review Fire Inspection Landscape Insp Recording Fee OCCUPANT GROUP S.:.lvs OCCUPANT LOAD Z071 Description FEE State Surcharge r City Surcharge I Jf Base Fee,J Plan Chk. Deposit Receipt # Total Amt. Due LE; L Receipt # Z APPLICATION APPROVAL This application is not a permit until signed by the Budding Official or hislner Deputy and Fees are paid, and receipt is acknowledged in space provided OFFICIALS SIC141)1RE DATE y RELEASED BY / UArt ATTENTION EAT. 1 /ter ��;�L %(C /Z IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- ORIGINAL - ILE YELLOW - INSPECTOR FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC1091 IBC1101 IRC110. PINK -OWNER • GOLD - ASSESSOR 10104 PRESS HARD = YOU ARE MAKING 4 COPIES CALL FOR INSPECTION (425) 771-0220 333 �^ 2 O "n 'T7 min_ O� nr C cf) 9 cn M n �D D W O n m Old Hnida —S— aul� JaMas d JamOd PoayJanp 00LZOZ009 [too Z PI XDJ 9Z096 dM 'SONOWa3 da M31A 316N��O 2`006 NOSNHOf v�jnwvcy)2 �tNVH G. c :fl1 v r O tl . uPoo C N L >loppo O. tZwOgo 2y O 6l/' O me vd °° 5 ��\�J0 Piy OooIw 7 N N \Ua0 rJ � N �• C3 W/ ❑� Iye N cn 6..� b O �aini%j 1/r�J` ONINN"'` " OHddV ,OZ = ,l :31YOS ON adolS lol Ojos OZ191 oaJV 101 % 91, •j•s ME 06DJGAOD lot pasodad Ojos 0 ADManlJa posodoJd Ojos 0 6uipling pasodWd I*S Z99Z 06o1an001016ullslx3 Ojos 0 s6ulpling •Oslyl 6ullslx3 Ojos 1.99 GADManlJo 6ullslx3 Ojos ON sollod 6ullslx3 'Jos IM aulllno joob 6ulpling 6ullslx3 (s30VJ8ns altos) •So1Vo Duos SnolA83dWl Si X Z6 ooI b •j U O •� � `v •% % p �= 01 c p v a "�� j y � �/oMa &!: y-�i O goUap/I 1 JaloM / T $i t 6oManlJ(3 i ,1VL; ,Z6$ 15'9 Z O m _i 9 U5wooi cm m� �O OC _M mZ pmommuml DZ r —1 �CF) Ooon 'n 2 � mm_ o �' nm m �r D Z --I 2 CD Z O n M Consulting Robert M. Pride Inc. November 24, 2004 Mr. Mark Johnson RECEIVED 9003 Olympic View Drive NOV 3 p 2004 Edmonds, WA 98026 Re: Report on Geotechnical Recommendations PERMIT COUNTER Proposed Foundation Underpinning 9003 Olympic View Drive Edmonds, Washington RMP Project No. 04-367-01 Dear Mr. Johnson, This report presents the results of my site investigation and engineering evaluation of foundation settlement conditions existing on the northeast corner of your residence in Edmonds. It is understood that this settlement problem was present prior to your purchase of this property about 25 years ago, and that you want to provide permanent stabilization for this corner of the residence. The purpose of my site inspection was to determine the extent of building settlement and structure distress, and to present recommendations for foundation underpinning repairs. Preliminary plans for the foundation underpinning have been prepared by Reed & Associates. Site Co ditioxl The two story residence was constructed on a sloping hillside property situated on the northerly side of Olympic View Drive. Existing topography to the rear of the residence slopes steeply down toward a natural ravine that is oriented in a northwesterly direction. The lower level daylight basement and rear yard extend out some distance to the top of the natural slope, except at the northeast corner where the existing foundation wall is within 3 or 4 feet of this slope. Observations of the exterior foundationwalls is understood that the amount of settlement toward the northeast corner of the house. settlement approaches four inches across the corner room of the basement. The easterly foundation and stem wall have separated approximately 3 to 4 inches at a point about 12 feet from the northeast corner. At the present time this corner of the house is supported with a temporary post and beam frame in anticipation of installing the underpinning system. Existing native soils under this property consist of glacial outwash deposits described as 13203 Holmes Point Drive NE Phone: 425-814-3970 Kirkland, WA 96034 Fax: 425-814-5672 0 M :; =n 55WMI vm m0 �o 0� _ M mZ p�i DZ r —I �C/) 0� mm_ o 0r C ((n rnCn ,-Z� r X z Cn Z 0 M November 242 2004 Mr. Mark Johnson Page 2 silty sands and sands with some gravel. At the northeast corner of the building pad there is fill that appears to have been pushed out when the basement excavation was made. This fill is loose and was probably responsible for the settlement at this corner of the house. Based on the results of site inspection and on discussions with you and Ron Skinner, it is clear that only the northeast corner of the building has experienced any significant settlement. Floor level readings show nearly four inches of settlement in a northeasterly direction. The trend of floor tilt within this unit is toward the loose fill that exists under this portion of the basement. Floor tilt also exists on the main level in much the same pattern as in the basement. It is recommended that the northeasterly corner of the residence be underpinned with pipe piles to provide permanent structural support to the new footing and stem wall. Two inch diameter Schedule 8o galvanized pipe piles should be driven to refusal with a go* pneumatic hammer at three foot centers under the base of the footing. Refusal is determined by measuring the rate of pile penetration at less than 1" per minute. These pipe piles are rated for a load capacity of 4 kips, and will provide adequate permanent support for the portion of the foundation wall about i2ll feet along the east esepipe piles will extend about 20 feet along the north wall a Due to the proximity of the existing steep slope at the northeast corner of the house, it is recommended that the five piles at this corner be driven with a 1H:1oV batter. The vertical load reduction is minimal, anddtdetadditional lateral oward the slope. will reduce any tendency for movement of the new fo Final depths of the driven pipe piles can be expected to vary depending on their location and the quality of the underlying native outwash soils. For purposes of estimating lengths of pipe for this job, I have assumed an average of about 15 to 20 feet for these driven piles. It is recommended that the new foundation/stem wall be doweled into the existing foundation walls for structural continuity. In addition the new concrete floor slab should be doweled into the stem walls usim,#4 reinforcing bars that extend at least six feet into the slab. Al mil moisture barrier should be placed under the new floor slab as a means of minimizing vapor migration into the basement area. Field inspections should be made during the installation of the underpinning piles to verify that they will provide the recommended design capacity for the replacement 13203 Holmes Point Drive NE Phone: 425-814-3970 Kirkland, WA 96034 Fax: 425-814-5672 z 0 0 M vM m� �0 0C mZ 10 cz �U) o� mm_ or- �U) � � X z 0 m II`j 1 - November 24, 2004 Mr. Mark Johnson Page 3 foundation walls. Field memos can be provided for submittal to the City for their records. If you want I can provide the names of 1 or 2 underpinning specialists that I have worked with over the past five years and can recommend for this type of assignment. Please call me if you have any questions or if you want to discuss this report in greater detail. Respectfully, Robert M. Pride, P. E. Principal Geotechnical dirt: (2) Addressee (1) Ron Skinner rmp: JohnsonEdmResi is 13203 Holmes Point Drive NE Kirkland, WA 98034 Fax: 4�0 i4-5672 Phone: 42014-3970 »i : 1IR REED & ASSOCIATES, PS Civil & Structural Engineering e 8311 212th St, SW, Edmonds, WA 98026 Office (425) 778-2793 Fax (425) 775-2073 Memo 5/18/05 To: Whom May It Concern From: Reed & Associates, PS Re: R&A # 04-873 Johnson Residence 9003 Olympic View Drive Edmonds, WA 98026 Foundation Inspection A representative of this office conducted a site visit on 2/26/05 to the above mentioned location. The purpose was to observe the steel pile to footing reinforcement. The size and placement of material was found to be in substantial compliance with the construction documents. Further verification of the stem wall construction took place which resulted in an equivalent satisfaction. Should there be any questions or comments please feel free to contact this office. RErCEI ED MAY 2 a 2004 IDEVELOPMENT SERVICESCTR. CITY OF EDMONDS EXPIRES 5 04-873 Memo 050518 RECORD OF INSPECTIONS INSPECTOR DATE APPROVED SE BACKS FOUNDATION: Footing Wall —L! Z " D6 Pier/Porch ................. Retaining Wall ........... Slab Insulation .......... PLUMBING: Underground ...:....:..:. Rough -In ................... Commercial Final ...... HEATING: Gas Test .................... Gas Piping Equipment Commercial Final .......bee EXTERIOR SHEATHING NAILING FRAMING FIRST FLOOR FRAMING... INSULATION _ Floor Insulation ......... Wall Insulation ........... Ceiling Insulation SHEETROCK NAILING ... SPECIAL INSPECTION ... MISCELLANEOUS ..........babe FINAL APPROVAL FOR ,/1� C� j ,Z•-6_� OCCUPANCY 1� The Initials MT are Milton Thompson, a temporary contract inspector for the City. Z O --I n M —il M V♦ Cm rn a —I O OC 2 M mz pwomawl DZ r_ --oll 2 0) O bet bearl mm_ O� r 9 Cn M n �r --1 Z r -bel 2 W Z I O --I n m