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20070131145346.pdfpax Eby City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION fist. t s90 (425) 771-0220 DATE: January 31, 2007 TO: Ann Peters Johnson and Christ Johnson Anne.petersjohnson@gmail.com FROM: Jenny Readwin, Plans Ex finer RE: Plan Check # 2007-0028 Project: Johnson Deck/Remodel Project Address: 759 Daley St. 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) On the site plan specify if the existing fence and gates surrounding the proposed swimming pool meets the minimum fence and gate requirements. As required by Edmonds Community Development Code Chapter 19.00.005(C)(7), the pool area must be completely surrounded by a substantial fence at least six (6) feet in height. No openings in the fence or gate shall be greater than two (2) inches and a self-closing, self -latching gate must be provided with an inside lock inaccessible to children. The plot plan must clearly show the extent of the required fencing. NOTE: City Ordinance requires that the gate be securely locked when the pool is unattended and fences that are proposed to exceed six (6) feet in height must obtain a variance. 2) On the site plan show pool heating equipment location, size and fuel type 3) On the site plan please show how pool is being filled. By garden hose or auto fill? Garden hose must have anti -siphon faucet and auto fill must have a reduced pressure backflow prevention assembly. 4) For detail 7/S2.1 show that guardrail meets all requirements of R312 (Opening spaces so that a 4" sphere can not pass, required to resist 200 psf and the in -fill components must resist 50 psf per Table R301.5, etc.). Note on plans 5) For stairs shown on sheet 3.0 down to the lower deck out the dinning room specify width (3' minimum., handrail, guardrail, etc.). Please make general note on plans that a handrail is required for stairways with 4 or more risers and guardrails are required to protect falls greater than 30". 6) Provide manufactures specifications for pool and provide structural calculations for pool foundation walls. 7) Provide lateral calculations for exterior shearwalls shown on the plans. 8) Add rockery to detail 1/S2.1 to show location in relationship to retaining wall to verify, no surcharges are being placed on either wall. 9) Details 3/S2, 2/S-3 and 4/S-3 all show a ledger attached to the concrete wall. This connection is non -conventional. Engineer of Record please provide calculations to justify. 10) For B2 calculations specify a 4x10 and plans show 4x8. Please coordinate plans with calculations or provide revised calculations to match plans. 11) B4 in the calculations is a double 2x8 and B11 is a single 2x8 but plans are showing 2x6. Please coordinate plans with calculations or provide revised calculations to match plans. 12) 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. Special inspector must be a Washington State Licensed Professional Engineer or a WABO certified inspector. • Epoxy • Field welding Page 2 of 2 CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at —75"1 Dissued under building permit number requires special inspection and/or testing per IBC Chapter 17. The complete list of special inspections is attached to this document. BEFORE A PERMIT 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 acknowledgements. 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 TBC Chapter 17 and the following: A. Duties and Responsibilities of the Special Inspector 1. 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 TBC. 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: • Description of daily inspections and tests made with applicable locations • List of all hon -conforming items • Report on status of non -conforming items (resolved or unresolved) • 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:tTEMP1BUILDING1SpecialIuspectionAgreementlBC_doc 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:the jobsite. 3. Retain Special Inspection Records The contractor is responsible to retain at the jobsite 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 2. 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 shall be monitored by the City Building Inspector. Itis/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. Engineer or Architect of Record Responsibilities The engineer or architect of record shall include special inspection requirements on the plans 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 L:ITEMPIBUILDINGISpeciallnspectionAgre( rmentlBC.doc 7104 Date Date Date Date SPECIAL INSPECTION AND TESTING SCHEDULE 0007— 60 pe?— PR NAME - .. SUR DIM RERMR NO. - PROIFEL ApDRESS At NCY.wSPECLILn3�ft'ii)R REMOR CED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEELIWELDING. Concrete Ganite Grout Mort" — Sample and Test dist specific members below) Aggregate Tests — Shop Material Identification Reinforcing Tests—Wcldinglnspemon -osbop ©Field Mix Designs — Ultrasonic Inspection Q shop 0 Fiend Reinforcing Plamncnt — High-strength Bolting Batch Plant Inspection Inspection O Shop O Field inspect Placing D A325 Cast Samples O A490 [IN ©x. pF Pick-up Samples — Menai Deck Welding Inspection Compression Tests Reinforcing Steel Welding Inspection — Metal Stud welding Inspection PRECAST/PRESTRESSED CONCRETE: — Concrete Insert welding Inspection Piet P09 -Teas PreTtm (Udding A Tests FIREPROOFING: Reinforcing Tests — Placement Inspection Tendon Tests — Density Tests Mix Desiens — Thickness Thickness Tests Reinforcing Placertnent — Inspect Batching Insert Placement Concrete Batching INSULATING CONCRETE - Concrete Placement Sample and Test Installation Instpction — Placement Inspection Cast Samples — Unit Weights Pick-up Samples Compression Tests FILL MATERIAL: MASONRY Acceptance Tests — Placement Inspection — Special inspection Stresses Used — Field Density — Preliminary Acceptance Tuts (Masonry Units. Wall Prisms) _ Subsequent Tests (Mortar.Gmut. Fidd Wan Prisms) STRUCTURAL WOOD: Placement inspection of Units — Shear Wail Mailing Inspection — Inspection of Glu -hint Fib. — Inspection of Truss Joist Fab. ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sample and Test Components AND INSPECTIONS: I-- compieted by: Title: Telepboac No.: Date.