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20060817114935.pdfa� Eng City of Edmonds PLAN REVIEW COMMENTS it BUILDING DIVISION Est 1990 (425) 771-0220 DATE: August 17, 2006 TO: Dennis Rempel Scattledude5@hotmail.com FROM: Jenny Readwin, Plans Exam' r RE: Plan Check # 2006-0901 Project: Nakamura Addition Project Address: 8915 217t" St 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. Please note that the plans submitted were minimal and once complete plans are submitted it is likely that there will be additional comments. 1) Provide crawlspace ventilation calculations and show size and location of crawlspace vents on foundation plan. 2) Show size and location of attic access. 3) Provide attic ventilation calculations. 4) Provide complete roof framing plan.. Based on the section details submitted the roof framing does not meet conventional construction based on the IRC. Provide calculations stamped and signed by Washington State Licensed Professional Engineer or revise plan to meet conventional construction. 5) Please number all details and reference their location on the framing plans to clarify where details are to occur. 6) Provide complete gravity Ioad (beam) calculations for all proposed beams and headers including any point loads. 7) Specify where ledger detail on page 4 occurs. This attachment and spacing is non -conventional. Provide calculations from Washington State Licensed Professional Engineer for size and spacing or bolts or screws (IRC does not allow the use of nails subject to withdrawal). 8) Add floor framing information to the foundation plan or provide separate floor framing plan Also, specify if there will be a wood framed deck for the covered porch or if the existing landings are to remain. If wood framed add this information to the floor framing plan. 9) Pier blocks do not meet conventional construction. Provide calculations stamped and signed by a Washington State Licensed Professional Engineer or revise to conventional poured footings (12"x12"xl2"). 10) Exterior and Interior walls do not meet minimum wall bracing required by IRC 602.10. Provide lateral calculations stamped and signed by a Washington State Licensed Engineer or alter plans to meet minimum wall bracing requirements. 11) Note on first page reference epoxy holdowns. Specify location on the foundation plan and special inspections will be required. Complete the enclosed special inspection and testing agreement for epoxy installation signed by the owner, contractor and special inspector. CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at R lj� 'St- issued under building permit number 1 D f _ _ 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 J. 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 pian 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 L:ITEMPIBUILDING1SpecialInspectionAgreementlBC.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 TBC. 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. His/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.ITEMPIBUILDING\SpeciallnspectionAgreementIBC.doe T04 Date Date Date Date SPECIAL INSPECTION AND TESTING SCHEDULE - MGMUNAME HUA.AMGPERw . --PRi11E TAPDRESS AX;ENCT.wSPECIAL1N5PECMR REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEELIWELDING: Ctiaesete Gunhe Grout Mortar Sample and Test f list specific members below) Aggregate Trsss —Shop Material Identi€icateon Reinforc-my Tests — Welding Imspmm O Sbop O Field Mix Designs Ultrasonic Inspection Q shop 0 Field Reinforcing Placement — Higb-strength Bolting Bitch Plant Inspection Inspocnon {7 Shots [] Field Inspect Placinz D A325 Carr D A49D D X . F Pick-nSamples _._. Metal Deck Welding Inspection Compression Tuts __._ Reinfoicine Steel Welding Inspection I �. Mesal Stud Welding InspectionPRECAST/PRESTRESSED C©NCRETE: -___ Concrete Insert Welding inspection Piles Post-Peas Pre-Tris Cladding AggregateTeuc FIRETROOFING: Reinforcing Tests , Placement Inspection Tendon Tests — Density Tests Mix Dcsiims - Thickness Tests RcinfarcitEg Placement — Inspect Batching Insert Placement ConcretcRarching INSULATING CONCRETE. Concrete Placement _ Sample and Test Installation Insepcuon — Placement Inspection Can Samples _ Unit Weights Pict--up Samples Compression Tests FILL MATERIAL: MASONRY — Acceptance Tests — Placement Inspection — Special Inspection Stresses Used — Field Density Preliminary Aaxptame Tests (Masonry Units. Wall Prisms) " _-._ Subsequt:nt Tests (Mortar. Grout. Field Wall Prisms) .STRUCTURAL WOOD: ...... Placement Inspection of Units ___. Shear Wall Nailing Inspection — Inspee ion of Glu -lam Fab. .—. Inspection of Truss Joist Fab_ ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sample and Test Components AND INSPECTIONS: Form completed by: Telephone No.. Title: Date: