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BLD20110156.pdf�y OT r -Q4.1 � SCO STATUS: ISSUED 3/21/2011 Expiration Date: 9/21/2011 Parcel No: 00556000200900 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 Permit #: BLD20110156. Project Address: 515 OLYMPIC AVE, EDMONDS' LINDSEY WRIGHT SLIDERULE ENGINEERING WORKS EXCAVATORS NORTHWEST 515 OLYMPIC AVE 227 E ST SE 7540 DIBBLE AVE NW EDMONDS, WA 98020-2957 AUBURN, WA 98002 SEATTLE, WA 98117- ( ) - Ext. ( ) - Ext. (206) 784-0529 Ext. LICENSE #: EXCAVN*90807 EXP:3/26/2012 DESCRIPTIONJOB FOUNDATION REPAIR as VALUATION: $30,275 COPLE7EB PERMIT TYPE: Residential PERMIT GROUP: 53 - Repair Structural GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N ( 0 X 0 FT.) CODE: 09 OTHER: N ----- -- OTHER DESC: IZONE. RS -6 NUMBER OF STORIES: 0 IVESrED DATE: NUMBER OF DWELLING UNITS: 0 1 LOT #: BASEMENT: 0 ISI FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 IST FLOOR:0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 tEQUIRED: N/E 25 PROPOSED: 24.6/10.3 REQUIRED: S/W 5 PROPOSED: 10/16.3 REQUIRED: PROPOSED: `1E1GHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: ;ETBACK NOTES: No change to existing setbacks or height - east setback is nonconforming I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUIL ING OFFICIAL OR HIS/HER PUTY AND ALL FEES ARE PAID. Print Name Released By ATTENTION ITIS UNLA WFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10. = ONLINE = APPLICANT r . —, ASSESSOR 1 I STATUS: ISSUED BLD20110156 • REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT: 1) Soil bearing verification 2) Wedge Anchors 3) Footing drain 4)Ternporary Erosion Control 5) Field Welding. 6) Pin Pile installation. 7) Final letter from geotechnical engineer of record • Signatures on Special Inspection forms to be completed at pre -con meeting. Special inspections have been called for on this project and are noted on the approved construction plans and building permit. It is the owner and/or contractors responsibility to assure that reports are provided to the City on a weekly basis. Be advised— if special inspection reports are not forthcoming, the Building Official may issue a "Stop Work" and no City inspections will be provided until such time as the reporting agency has complied and reports are reviewed and approved by the City. • Submit all special inspection reports to the City Building Inspector on a weekly basis. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit, Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCT10N ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 1 PUBLIC WORKS (425)771-0235 1 PR&TREATMENT 425) 672-5755 1 RECYCLING 425 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • &Erosion Control/Mobilization • G•Engineering Final B -Pin Pile Installation • B -Foundation Drainage • B -Building Final 2.oii-ots�o " Inspection Comments ~ BLD20110156 53 - Repair Structural PERMITTR�aX . Applied: 03/08/2011 Issued: 03/21/2011 Expires: 09/21/2011 Address: 515 OLYMPIC AVE, EDMONDS INSPECTION DATE INSPECTOR ACTION 1001 - E-Erosion Control/Mobilization 03/22/2011 SIBREL CMP Comment: Excavation is minor, so TESC is accomplished via natural vegetation. Reminded contractor to not let soils leave the site. 1077 - E-Engineering Final 04/22/2011 MCCONNELL CMP Comment: Approved. 1101 - PreCon/Sp. Insp. Test agreement 03/22/2011 LAWLER CMP Comment: left correction notice need to get special inspector to sign soils agreement 1110 - B-Pin Pile Installation 04/15/2011 STEINIKE CMP Comment: 1158 - B-Building Final 04/15/2011 STEINIKE PAR Comment: Ok but need engineering approval . 9 9 PP 1158 - B-Building Final 08/15/2011 BJORBACK CMP Comment: Engineering has been signed off. 8/25/2011 9:22:54 AM Page 1 of 1 -� OV EQ4 Al SPECIAL INSPECTION AND TESTING AGREEMENT Permit #: //- O/S7& Project: W r!c, (,L test. 1890 Prior to issuance of a permit, this form must be completed in its entirety and returned to the Cityfor approval. The completed form must have signatures of acknowledgment by all parties. DUTIES AND RESPONSIBILITIES Special Inspection )harm and Special Inspectors: The Special Inspection firm of _�v�eAvr' �-e will perform special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): ❑ Reinforced Concrete ❑ Bolting in Concrete ❑ Prestressed Concrete ❑ Shotcrete - ❑ Structural Masonry A Structural Steel/Welding . ❑ High Strength Bolting ❑ Spray applied Fireproofing ❑ Smoke Control Systems ❑ Lateral Wood ❑ Structural Observation ❑ Grading/soils ❑ Other ❑ Other All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm are qualified by education and experience to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection records shall include: A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weeldy report shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must be detailed in the final report. RECEIVED CY COy 111112011 -DEVELOPMENT SERVICES COUNTER .a Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and -the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is,responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other woik covered until approval is given by the City inspector. Building Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Design Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required. and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the UBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement. II b.*M4( / w-tu�( ) Sign r C�(��J� v � Contractor: Signature,7-�M AWADate: Arch./Eng• Signature `'lGr�" ��zy Date: % Special Ins Signature�"' LLcDate: ACCEPTE9 FOR THE CITY OF EDMONDS BUILDING DEPT. By: Date: 31 Z o, r Mho SPECIAL INSPECTION AND TESTING AGREEMENT N t. f o Permit #: J( -� �,� Project: Prior to issuance of a permit, this form must be completed in its entirety and retrurned to the City for approval. The completed form must have signatl[res of acknowledgment by all parties. DUTIES AND RESPONSIBILITIES Snecial Inspection Firm and Special Insaectors: The Special Inspection firm of t '�X / 1 ' will perform special inspection for the following types of work (separate forms must be submitted if more than one firm is to be employed): ❑ Reinforced Concrete ❑ Bolting in Concrete ❑ Prestressed Concrete ❑ Shotcrete ❑ Structural Masonry �( Structural Steel/Welding ❑ High Strength Bolting ❑ Spray applied Fireproofing ❑ Smoke Control Systems ❑ Lateral Wood ❑ Structural Observation Grading/soils ❑ Other ❑ Other All individual inspectors to be employed on this project will be WABO certified for the type of work they are to inspect. If inspection is for work that is not covered by the WABO categories, or the inspector is not WABO certified, a detailed resume of the inspector and firm must be submitted. The resume must show that the inspector and the firm are qualified by education and experience to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection, unless they have been approved by the City. Inspection records shall include: A daily record to be maintained on site, itemizing the inspections performed. Any nonconforming work shall be brought to the immediate attention of the contractor for resolution. A weekly report shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming work and resolution of nonconforming items. A final report shall be submitted to the building department prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions or addenda. Any unresolved discrepancies must be detailed in the final report. RECEly=� Cy C Ory MAR 18 1011 DEVELOPMENT SERVICES COUNTER Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plan and specifications must be made available, at the jobsite for the use of the special inspector and the City inspector. The contractor shall maintain all daily inspection reports, on site, for review by all parties. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approval is given by the City inspector. Building Department: The building department shall review any revisions and addenda. The City inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City inspector shall be responsible for approving various stages of construction to be covered and for work to proceed. Design Professionals: The architect and/or engineer will clearly indicate on the plans and specifications the specific types of special inspection required. and shall include a schedule for inspection and testing. The architect and/or engineer will coordinate their revision and addenda process in such a way as to insure that all required City approvals are obtained, prior to work shown on the revisions being performed in the field. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT A failure of the special inspector or firm to perform in keeping with the requirements of the UBC, the approved plans and this document, may void this agreement and the Building Official's approval of the special inspector. In such a case a new special inspector and/or firm would need to be proposed for approval. A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project until nonconforming items have been resolved. ACKNOWLEDGMENTS I have read and agree to comply with the terms and conditions of this agreement. c Owner: Signature Contractor: li Gt Vl s �-C Signature Arch./Eng: �V CA!K4 Signature Special Insp. Signature ACCEPTED FOR THE CITY OF EDMONDS BUILDING DEPT. By: Date:--✓/c--�—�� Date Date: 'Z / Date: Date: ,/ZZ `(� FIELD REPORT Associated tarth Sciences, lite. 911 Fifth Avenue, Suite 100 Kirkland. Washington 98033 425-827-7701 FAX 827-5424 TO: Ms. Lindsey Wright 515 Olympic Avenue Edmonds, WA 98020 ATTN: AS REQUESTED BY Ms. Lindsey Wright THE FOLLOWING WAS NOTED: Pae 1 of 2 Date I Project Name Project No. 03-28-11 right Residence M00293A Location Weather 515 Olympic Avenue Edmonds, WA P.C., 50's Municipality Report Number Edmonds 1 Engineer/Architect 8 Slide Rule En eerin Works, LLC, Andrew Herrick Client/Owner 12.5 Undsey Wright 7 General Contractor/Superintendent 1 Excavators NW Yes Grading Contractor/Superintendent 14 We arrived at the site to observe the installation of 2 -inch diameter driven pipe piles. Driven Pipe Piles Prior to our arrival, the contractor had installed 2 piles (Pile numbers 6 and 9) to a depth of approximately 12 feet below existing site grades using a pneumatic hammer. While on site, we observed the contactor drive 7 piles (Piles 1, 2, 3, 4, 5, 7, and 8 as referenced on the attached plan sheet) to refusal, and observed re -taps on the previously installed piles. Piles 1 through 9 were . observed to have met the refusal criteria, defined as less than 1 -inch of displacement over 60 seconds of sustained, continuous driving with a 90 -pound pneumatic hammer. The observed piles, were completed to the following depths, listed in the order of installation. Pile Number Total Length of 2 -inch Amount of Pipe Cut Pile Length, Below Refusal Criteria Metz Diameter Pipe Off Above Bracket ft Bracket ft 6* 15. 2.5 12.5 Yes *Piles 6 and 9 installed prior to AESI's arrival AESI observed the piles referenced above be driven to the established refusal criteria. -It should be noted that the horizontal distances for piles 1 through 5 were per the plans and specifications, but that the horizontal distance between piles 6 and 9 were not. At the time of our arrival, the foundation brackets had already been mounted to the foundations and foundation areas had been prepared for the piles. The distance between piles 6 and 7 was observed to be about 4 feet, the distance between piles 7 and 8 was approximately 9 feet, and the distance between piles 8 and 9 was observed to be 7 feet. AESI recommends that the Structural Engineer be notified of the discrepancy so that he (the Structural) can determine acceptability of the piles with respect to the approved plans and specifications. AESI notified the Structural Engineer, who will schedule a site visit to observe the placement of the piles. COPIES TO: PIELD REP.: Ed Garcia DATE MAILED: PRINCIPAL / PM: Matt Miller f�/ 9'" 15 3 12 Yes 8 14 1.3 12.5 Yes 7 14 1 13 Yes 1 14 2 12 Yes 5 14 3 11 Yes 2 13.5 2.5 11 Yes 4 14 2.5 11.5 Yes 3 14 2.5 11.5 Yes COPIES TO: PIELD REP.: Ed Garcia DATE MAILED: PRINCIPAL / PM: Matt Miller f�/