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20061005093125.pdfo'C EDS City of Edmonds 0 PLAN REVIEW COMMENTS BUILDING DIVISION Est lg90 (425)771-0220 DATE: October 5, 2006 TO: Marko Lilas Regal—homes@comeast.net FROM: Jenny Readwin, Plans Ex �er RE: Plan Check # 2006-1109 Project: Regal Homes Deck Project Address: 22809 96'x' PI 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) Dimension setback from deck to property lines and show location of stairs on the site plan. 2) Provide complete framing plans for proposed deck. 3) Maximum deck ledger lag bolt size and spacing is 3/8" x 4 %Z" @ 4" o.c. Revise plan to meet minimum or provide calculations stamped and signed by Engineer of Record. 4) Special inspections are required for Epoxy Holdowns. 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. Please also note that Shear and framing has been signed off so this area will need to be exposed for the inspector to verify nailing of revised shearwalls called out by the EOR. CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at le issued under building permit number requires special inspection and/or testing per IBC Chapter 17. The complete list of special imp htions is attached to this document. BEFORE A PERNIIT 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 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 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 L:ITEMPIBUILDING1SpeciallnspectionAgreementIBC.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. 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 T 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:ITEMPIBUILDING1SpecialInspectionAgreementIBC.doc 7104 SPECIAL INSPECTION AND TESTING SCHEDULE Awn PROMCrADDRIESs' r s uisrEcMnt REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR; STRUCTURAL, STEEL/VVEI,DING: CoDatte Ganite Grout Mo"w _ Sample and Test (list specific ntembem beierw) Aggregate Tuts — ShopMaterial Identification Reinforcing Tests - Welding Irtspoction D Shop © Field Mix Designs ,_.._ Ultrasonic Imptxtiort 0 Shop Q Field Reinforcing Placement — Iligb-strength Bolting Bitcb Plam Inspection Inspection 0 Shap 0 Field Placin_e D A375 DF Cas; Samples DA49D ON ©X Pick-up Samples — Metal Deck Welding Inspection Compression Tests Reinforcing Steel Welding Inspection I — Metal Stud Welding Inspection PRECAST/PRESTRESSED CONCRETE: Concrete Insert welding inspection Piles Pttst-Tew " Pre -Teas C Wdiag p� x -rests FIREPROOFING: Reinforcing Tests — Placement Inspection Tendon Tests — Density Texts Mix Designs - Tbickness Tests Reinforcing Ptaccmcnt — Inspect Batching Risen Placement Concrete Batching INSULATING CONCRETE: Concrete Placement — Sample and Test Installation insepction _ Placemen Inspection Cast Samp)es — Unit Weights Pick-up, Samples Compression Tests FILL MATERIAL: MASONRY- — Acceptance Tests — Placement inspection Special.lnspection Stresses Used — Field Density __._ Preliminary Acceptance Tests (Masonry Units. Wall Prisms) " — Subsequent Tens (Mortar: Grout, Field Wag Prisms) STRUCTURAL WOOD_ — Placement Inspection of Units _ Shear Wall flailing Inspection — Inspection 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.: Tklr: Date: