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20061106142027.pdfCity of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION FSS 1$90 (425) 771-0220 DATE: November 6, 2006 TO: Alicia Kone Alicia.kone@comcast.net FROM: Jenny Readwin, Plans Exa4*--- TWIX011WIZ Project: Kone Addition Project Address: 20427 861b PL W During re -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 the additional comments are due to the fact that the plans and scope of work has changed. 1) Site plan is still not clear as to extent of pool fence. Please clearly show on the site plan. Also provide one reduced copy of site plan no larger than 8 I/ "x 14" scaled 1 "=20'. Site plan says pool fence is to be replaced. Provide fence/gate details and clearly show extent of pool fence on the site plan. See attached pool handout for minimum swimming pool fence requirements. 2) ok 3) ok 4) ok 5) ok 6) Still need. Provide detail for chimney extension. 7) ok 8) ok 9) ok 10) ok 11) New: Cantilevered deck joists do not meet the maximum 24" cantilever per manufactures specifications. Provide calculations from Engineer of Record to justify or revise plans to meet conventional cantilever floor joist spans. 12) New: Dimension framing plans for cantilevered floor joists at Bedroom 3 . Max 24" cantilever per manufactures specifications. If greater than 24" provide calculations from Engineer of Record. 13) New: Beam calculation for Header 1 is for an 11' span. Plans scaled to 12'+. Revise calculation to match plans or revise plans to match calculations. 14) New: SW in calculations do not match the plans (i.e. 2'd floor SW line A-1, C-5, D-5 and E-4 are P6Tn on plan and P1-6 in calculations, same for 2nd floor A-3, also 3-A is not shown on the plans which should be P1-4 per calculations). M 15) New: Shearwalls shown on the foundation plan do not match the framing plan shear -walls (i.e. interior SW on the foundation plan is P6TN and above is P4 on the framing plan). Coordinate plans. 16)New: Reference all structural details to their location on the plans (i.e.12IS1.0 on foundation plan at the covered porch). Cross off any details that do not apply. 17) New: Specify anchor bolt size and spacing for detail 115. At one location this is a shear wall. 18) New: 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. • Epoxy Holdowns Page 2 of 2 CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The oroiect at CX `T r1 1 ll �� IJLJ icsnpd under huildina nPrmit number . �A- 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 approvedby 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 tines 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.ITEMPIBUILDING1SpeciallnspectionAgreementlBC.doe 7104 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 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.\TEMPIBUILDYNG1SpeciallnspectionAgreementIBC_doc 7104 SPECIAL INSPECTION AND TESTING SCHEDULE �IJI l� OJEUXAME reoNCTADDREss AGI:aaC'raSPECIAttrtsrECMR REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEELiVVELDiNG: Concrete Goo to Groat Mortar — Sampk and Test dist specii-rc m mbcn below) Aggregate Tests — Shop Material Identification Rcinfotcing.Tests—WeldtngInspection 'DSbop ❑Fuld Mix Designs — Ultrasonic Inspection 0 Shop 0 Field Rciuforting Placement High-strength Bolting Bitch Plan) Inspection Inspection © Shop 0 Field !taped Plarine ©A3�5 O N OX DF Cast Samples O A49B Pick-up Samples Metal Deck Welding Inspection Compression Tests — Reinforcing Steel Welding Inspection l Metal Stud Welding Inspection PRECAST/PRESTRESSED CONCRETE: : Concrete Insert Welding Inspection Piles Post -Tens Pirates . Cladding Aggregate Tests FIREPROOFING: Reinforcing Tests — Place"Ih t Inspection Tendon Tests — Density Tess Mix Designs - Thickwss Tests Reinforcing Placement — Inspect Batching Insert Placement Concrete Batching INSULATING CONCRETE: Concrete Placenxnt — Sample and Test Installation Insepction _ Placemcot Inspection Cas Sarnp}es — Chit Weights Pick-up Samples Compression Tests FILL MATERIAL: — Acceptance Tests MASONRY' — Placement Inspection — Special Inspection Stresses Used Field Density — Preliminary Acceptance Tests (Masonry Units. Wall Prisms) — Snbseq—t Tests (Mortar, Grout. Frdd Wall Prisres) STRUCTURAL WOOD: — Placement Inspection of Units Shcar Wall Nailing Inspection — Inspection of GIu-lam Fab. — inspection of Truss Joist Fab_ ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sampk and Test Components \,AND INSPECTIONS: Formcompleted by: Title: Telephone No:: Date: