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20060706084413.pdfED DATE: July 6, 2006 City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 TO: Tom Murray Fax (425)774-4993 FROM: Jenny Readwin, Plans Examio, RE: Plan Check # 2006-0737 Project: Moseley Addition Project Address: 10221240"' PI SW During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised plans/documents (affected sheets only) with a written response to each of the items below to a Permit Coordinator. 1) Specify if new foundation will be poured monolithically. If not vertical rebar is required at 4' o.c. and is required to have a standard hook per R403.1.3, 2) For seismic design category D2 anchor bolt plate washers are required to be minimum Yx 3" x 1/4". Revise plans or provide calculations stamped and signed by a Washington State Licensed Engineer. 3) Provide calculations for ledger attachment (anchor bolt size and spacing and minimum embedment) to existing foundation wall. How will they be installed (i.e. epoxy)? Special inspections are required for epoxy installation. 4) Special inspections are required for the following. Complete the enclosed special inspection agreement signed by the owner, the general contractor and the special inspector and submit to the City for approval prior to issuance. A separate form is required for each separate special inspector. 0 Clearing/grading/site preparation * Soil bearing e Placement of fill and compaction * General site monitoring during wet weather construction a Subsurface drainage installation including footing drains a Temporary and final erosion control * Epoxy bolts CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at issued under building permit number requires special inspection and/or testing per IEBC Chapter 17. The complete list of special inspections is attached to this document. BEFORE A PERNUT CAN BE ISSUED: The owner and contractor and special inspector shall complete this agreement and the attached structural test(s) and inspections schedule including the required ack,nowledgements. APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building Official prior to performing any duties or inspections. Each special inspector shall submit Statement of Qualifications to the Building Official for review. Special inspectors shall display identification When performing special inspections on site. Special inspection and testing shall meet the minimum requirements of YRC Chapter 17 and the following: A. Duties and Responsibilities of the Special Inspector I . Observe Work The special inspector shall observe the site work for conformance with the approved (stamped) plans and specifications and applicable workmanship provisions of the IBC. Architect or Engineer reviewed shop drawings may be used only as an aid to inspection. Special Inspections are to be performed on a continuous basis —meaning that the special inspector is on site at all times observing the work requiring special inspection. Periodic inspections, if any, must have prior approval by the City based on a separate written plan reviewed and approved by the Building Official and the engineer or architect of record. 2. Report Non -conforming Items The special inspector shall bring non -conforming items to the immediate attention of the contractor and note all such items in the daily field report. Any item not resolved in a timely manner shall be immediate cause of the special inspector to notify the Building Official of the plan deviation, error, change or omission. It shall also be the duty of the special inspector to promptly notify the engineer or architect. 3. Complete Daily Reports Each special inspector shall complete and sign both the special inspection record. and the daily report form for each day's inspection. These records shall remain at the jobsite with the contractor for review by the City Building Inspector. 4. Furnish Weekly Reports The special inspector or inspection agency shall furnish the City with weekly reports of tests and inspections. The project engineer or architect, and others as designated shall also be copied on reports. Weekly reports must include the following: 0 Description of daily inspections and tests made with applicable locations 0 List of all non -conforming items 0 Report on status of non -conforming items (resolved or unresolved) 0 Itemized changes authorized by the Architect, Engineer and City if not included in non- conformance items. 5. Furnish Final Construction Report The special inspector or inspection agency shall submit a final signed report to the City stating that all items requiring special inspection and testing were fulfilled and reported. And, to the best of L-\TEMP\BUILDING\SpeciallnspectionAgreemexitIBC.doe 7/04 his/her knowledge the project is in conformance with the approved plans and specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance or unresolved items or any discrepancies in inspection coverage, (i.e., missed inspections, periodic inspection when continuous inspections were required, etc.) shall be specifically itemized in this report. B. Contractor Responsibilities 1. Notify the Special Inspector It is the duty of the contractor to notify the special inspector when work is ready for special inspection. Note, the items listed on the attached schedule and as noted on the approved plans and specifications are required to have special inspections. Adequate notice shall be provided by the contractor so that the special inspector has time to become familiar with the project. 2. Provide Access to Approved Plans The contractor is responsible for providing the special inspector access to approved plans at,tbe jobsite. 3. Retain Special Inspection Records The contractor is responsible to retain at the j obsite all special inspection records submitted by the special inspector. These records are to be provided to the City building inspector upon request. C. City of Edmonds Building Department Responsibilities 1. Approve special inspectors or inspection agencies The building department shall approve all special inspectors and special inspection requirements. 2. Monitor special inspection and approve weekly reports Work requiring special inspection and the performance of special inspectors Shan be monitored by the City Building Inspector. Ifis/Her approval must be obtained prior to placement of concrete or other similar activities in addition to that of the special inspector. 3. Issue Certificate of Occupancy The Building Official may issue a Certificate of Occupancy after all weekly special inspection reports including the final report have been submitted and accepted. D. Owner Responsibilities The project owner or the engineer or architect of record acting as the owner's agent shall fund special inspection services. E. Eneineer or Architect of Record Responsibilities The engineer or architect of record shall include special inspection requirements on the plains and specifications. ACKNOWLEDGEMENTS, I have read and agree to comply with the terms and conditions of this agreement. Owner Special Inspector General Contractor City Building Official Date Date Date Date L:\TEMP\BUILI)ING\SpeciallnspectionAgreernentIBC.doc 7/04 SPECIAL INSPECTION AND TESTING SCHEDULE PROJECT ADDRESS TESTR4G;R4S?EC-n0N AGENCY SPECIAL INSPEC70R REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEEIJWELDING: CoDcmite Gunite Grout Mm-tar — Sample and Test (list specific n=bcrs below) Aggregailt Tests — Shop Material Identification Reiffocig Tests — Welding Inspection 0 Sbop, 0 Field Mix Drsiyns — Ultrasonic Inspection osbop oFew Reinforciny Placement — Fligh-sumgth Bolting Batch Plant hispecuon, Inspection 0 Shop Ofield Inspect Placing D A325 CIN OX D F Cam Samples El A490 7 Pick-up Samples — Metal Deck Welding Inspection Compression Tests .P;P;17 .1 — Reinforcing Steel Welding InsTection PRECASTIPRESTRESSED CONCRETE: Metal Stud Welding Inspection — Concrele Insert Welding Inspection Files POSt-TrYIS Pre-7ens CladAing Aggrrgatc-Ttsis FIRE?ROOFING: Reinforcing Tests Placement Inspection Tendon Tests DensityrcsLs Mix DC5i2Y)5 Tbickness Tests Reinforcing Placement Inspect Batching Itism Placement Concrete —Datchinle INSULATING CONCRETE-- f i Concrcle Placemen I — Sample and Test Installation lnsqxtjon — Placement I cast Samples — Unit Weights Pick-up Saxnplrs� Compression Ttsis FILLMATERIAL: MASONRY- — Acceptance Tests — Placenwnt Inspection — Special Inspection Stresses Used — Field Density — Preliminary Acceptance Tens (Masonry Units- Wall Prisms) — Subsequent Tests (Mortar, Grout. Field Wall Prisms) STRUCTURAL WOOD: — Placement Inspection of Units — Sbear Wall Nailing Inspection — Inspection of Glu-1arn hb- - Inspection of Tt uss loin Fab. ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Samplee and Test Components AND INSPECTIONS - Form completed by- T41c: Telephone No.: Dwt: