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20070517114252.pdfOF EDS 0 U � f} dt��„gwga� Est. Is 9"4 DATE: May 17, 2007 City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 TO: Stephen and Trudy Abdo steveabdo@hotmail.com FROM: Jenny Readwin, Plans Ex RE: Plan Check # 2007-0443 Proj ect: Addition/Remodel Project Address: 22022 92nd Ave W 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) Please add the following information to the site plan. Please redline plans or resubmit three (3) new site plans scaled no smaller than 1 "=20' and one on paper no larger than S 1/2" x 14". ■ Site plans provided are not scaled 1"=20'. Please resubmit new scaled site plans. ■ Please clarify which point is to be used as the datum point (i.e. sewer manhole, water meter, etc.). 2) Each truss is required to be anchored to bearing wall with approved framing clips. Note on plans. 3) On the floor plan show minimum 50 cfin bath and 100 cfm range exhaust fans. 4) Clearly show on detail 2 and 3 sheet S1 how in the joists pockets the floor joists will be protected from the concrete. All wood in contact with concrete must be pressure treated. 5) For the floor joist ledger please clarify what the ledger will be connected to and provide calculations to justify attachment type, size and spacing. If attached to concrete (i.e. expansion anchors or epoxy) the connection is non -conventional and special inspections will be required. If this is the case complete the enclose special inspection and testing agreement form signed by the owner, the general contractor and special inspector. 6) Description of work submitted in the application packet mentioned an existing deck being relocated to the new addition. Please clarify and provide framing/foundation plans accordingly. 7) On the foundation plan detail BIS -1 is called out at the patio. This detail is for braced walls and the patio is not braced. Please provide new detail and calculations for proposed patio retaining wall. S) Specify height of patio above grade. If greater than 30" a guardrail will be required. Also, note if there will be any stairs off this area and if so provide typical stair detail and show location of stairs on the site plan. 9) Provide calculations for braced retaining wall detail B/S-1 for location specified at the addition. S CITY OF EDMONDS SPECIAL INSPECTION1�A" TESTING AGREEMENT W The project at2 ow_ owe issued under building permit number U D2S 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 IBC 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: • Description of daily inspections and tests made with applicable locations • List of all non -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 I.:\TEMP\BUILDING\SpeciallnspectionAgreementlBC.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 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 shall be monitored by the City Building Inspector. Ms/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. Enoneer 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 Date Special Inspector Date General Contractor Date City Building Official Date L:ITEMPIBUILDING1SpeciallnspectionAgreementlBC.doe 7104 IL INSPECTION AND TESTING SCHEDULE ��Z667ERCKCT - K >_ rxtatr cr Mi ssTEsnNGOMEMMAGEWY -SPMAL assrSOort REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEELIWEI,DIiVG: Concrete Granite Grout Mortar Sam kaad-r-- (hst spexrfic rtembas below) Aggregate Test — Shop Material Identification Reinforcin Tests Wading h-1-enora D Shop O Field Mix Designs , uhmsonie Inspection D Shop D Field Reinforcing Placement -_ high-strength Bolting Bitch Plant Inspection Inspection D Shop [] Feld Inspect Placing D A325 ❑ N ©X . D F Cast Samples O A490 Pick-up Samples — Metal Deck Welding Inspection f Compression Tuts Reinforcing Steel Welding Inspec6cm — Metal Stud welding Inspection PRECASTIPRESTRESSED CONCRETE: — Corrcrue Insert Wehling Inspection Piles Pest -Teas Pre -Tens Cladding AggfrgateTests FIREPROOFING: Reinforcing Tests — Placement Inspection Tendon Tests — Density Tests Mu Dcsiens - Thickness Tests Reinforcing Placement — Inspect Batching Insert Placement Concrete Batching INSULATING CONCRETE: Concrete Placement — Sample and Test Installation Insepcnon — Placement Inspection Gut Samples — Unit Weights Pick-up Samples Compression Tests FILL MATERIAL: MASONRY — Acceptance Tests — Placement Inspection — Special Inspection Stresses Used — Feld Density — Preliminary Acceptance Tests (Masonry Units. Wall Prisms) ' — Subsequent Tests (Mortar. Grout. Field Wall Prisms) STRUCTURAL WOOD: — Placement Inspection of Units — Shear Wall Nailing Inspection — inspection of Glo-lam Fab. — Inspection of Truss Joist Fab. ADDITIONAL INSTRUCTIONS OR OTHER TESTS ---- Sample and Test Components AND INSPECTIONS: Form completed by: Title: Telephone No.: pate: