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20070419100554.pdfor rpo City of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION (425) 771-0220 DATE: April 19, 2007 TO: Tom Estep tomestep@aol.com FROM: Jenny Readwin, Plans Ex ne RE: Plan Check # 2007-0352 Project: Lewis Addition Project Address: 8809 Olympic View Drive 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) Minimum 50 cfm fan is required in the proposed bathroom. Note on floor plans. 2) In addition to attached structural consultants item #1 Structural Engineer to coordinate with Geotech for pin pile design criteria. 3) Provide letter from Geologist/Geotech of Record stating that they have reviewed the plans and that they are consistent with the report recommendations. 4) 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. • Soil Bearing Verification • Pin pile installation including pile cap • Temporary and final erosion control 5) See attached structural comments from city consultant. Respond to each item in writing. BJY Northwest Architecture • Engineering • Planning • Government Services March 6, 2007 Return Correction Notice & Plans to City of Edmonds Only To: Thomas Estep Residential Design 220 27ffi Ave. East Seattle, WA 98112 Contact person: Thomas Estep Phone: 206.320.9063 Fax: 206.726.5974 tomestef@aol.com Re: Project Description: 2 story addition (19ft x 28ft) to existing single residential PLAN CK # 2007-0352 8809 OLYMPIC VIEW DR. BJY# 030731-009 Structure Level Occupancy Cons't. Type Area S.F SFR Level 1 R3 TYPE VB Level 2 R3 TYPE VB The above referenced project is in the process of plan review for compliance with The City of Edmonds ordinances and applicable codes (Structural). The following comments, deficiencies/corrections must be addressed prior to completion of plans review and subsequent issuance of permits. Provide revised plans and calculations along with a written response to each of the items listed below to facilitate a shorter back -check time. SCOPE OF REVIEW The scope of this review is for the ordinance, structural and energy portions of this project. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. GENERAL COMMENTS STRUCTURAL COMMENTS 1 CALCULATION 1. Provide calculation for foundation, pin piles and retaining wall for the new addition. 2. Provide seismic analysis and compare with wind load for the lateral load analysis. DRAWINGS 3. General — Engineer of Record stamp all the structural drawings. IBC Sec. 106.5.2.2 4. General — Conflict information between pin piles 1 grade beam foundation and conventional strip footing are provided for the same location on this drawing set, such as detail " 8 of S.2 "and detail " 2 of S.4 ", and so on. Please clarify. 5. General —Provide details for the new and existing connection of footing and framing and wall. 6. General -- Fasteners for preservative -treated and fire -retardant -treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. Coating weights for zinc -coated fasteners shall be in accordance with ASTM A153. Reference Section IBC Sec.2304.9.5 & IRC Sec. 319.3 7. S.2 — What seems to be the foundation plan is titled floor plan. All the section cut are inconsistent with detail provided on S.3 8. S.2 — Missing 1 st floor framing plan. Reference to calculation sheet of header 3'/2 x 9 Y2 PSL and 14° TJI 360 @ 16" O.C. should be on floor plan. 9. S.2 — Please indicate the shear walls line and mark (SW1 or SW2 ??) on roof and 1St floor and foundation plan. 10. S.4 —. Detail 1. Please specify the size (diameter and length) of the pipe piles. Provide the welding size between the cap plate and steel pipe. 11. S.4 —. Detail 2. Section cut through interior wall, while it shows retaining walls with exterior soil. Please clarify. Additional corrections may be required following receipt of corrections and additional information as requested. Your plans are being reviewed concurrently with the Building Department, Fire Department, Zoning Department and Public Works Engineering. Changes, clarifications 2 or additional corrections may be required subsequent to the Building Department plan review when comments are received from the other concerned departments. Should you have any inquiries regarding this letter, please contact BJY at (206) 264-8400 between 8:00 am and 5:00 pm. iM Ted Chen 3 s CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT 4 The project at '9SQ9 CAU !2A r G i C W Ae. issued under building permit number Z00'7 —039A, 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 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:1'fEMP\BUILDING\SpeciallnspectionAgreementTBC_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 The engineer or architect of record shall include special inspection requirements on the plans and specifications. ACKNOWLEDGEMENTS -1 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:ITEMPIBUILDING1SpeciallnspectionAgreementIBC.doc 7/04 SPECIAL INSPECTION AND TESTING SCHEDULE rRta►Ecr Nwt`tE t j� DURDBIMP'ERW NO. 0i.LA'J PROJECT ADDRESS 7ESMG101SPEMONAIGEN Y or SPECL4L INSpECMa REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURAL STEEIJWELi)ING: Concrete Ganite Glom Mortar —Sample, and Test [Fist specific m mbm blow) Aggregate Tests — Shop Material Identification Reiufw= 'rests — Weldiag Inspection O Shop ©Field Mix Designs — Ultrasonic Inspection O Sbop D F-teld Reinforcing Placement — High-strength Bolting Batch Plant inspection Inspection O Sbop O Field Inspect Placing ©A325 O X F Cast Samples D A49D Pick-up Samples — Metal Dock Welding Inspection Compression Tests — Reinforcing Steel Welding Inspection — Metal Stud Welding Inspection PRECAST/PRESTRESSED CONCRETE _.._ Concrete Insert Welding Inspection Piles Post -Teas Pre -'Inns Cladding Aggreple-fe sts HREPROOFING: Reinforcing Tests — Placement Inspection Tendon Tests — Density Tests Mix Dcsiens — TWckmssTests Reinforcing Placement — Inspect Batching Insert Placement Concrete Batching INSULATING CONCRETE: Concrete Placenrtot — Sample and Test Installation Insepction — Placement Inspection Cast Samples — unit Weights Pick-up Samplts Compression Tcsts FILL MATERIAL: — Acceptance Tests MASONRY: — Placement Inspection _.._ Special Inspection stresses Used — Field Density Prdinrinary Acceptance Tests (Masonry Units, Wall Prisms) ' Substgtmmt Tuts (Mortar. Grout. Field Wall Prisms) STRUCTURAL WOOD: — Placemrnt Inspection of Units _._. Shear Wall Nailing Inspection, — inspection of Gin -lam Fib" — Inspection of Truss Joist Fab, ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sample and Test Components Form completed by Telcplwne No_ —, Tele: Date: