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20071206145149.pdf
a� Ego Cit of Edmonds PLAN REVIEW COMMENTS BUILDING DIVISION 1093 (425) 771-0220 DATE: December 6, 2007 TO: David Gross Grossl@uiuc.edu FROM: Jenny Readwin, Plans Ex ne RE: Plan Check # 2007-1146 Project: Gross Addition Project Address: 17129 72nd 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) 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. A separate form is required for each special inspector. • Soil Bearing Verification (by Geotech Engineer of Record) • Epoxy Bolt Installation (WABO certified inspector or Washington State Licensed Professional Engineer) 2) See attached structural comments from city consultant. Respond to each item in writing. Eagle Eye Consulting Engineers, P.S. PO Box 523 Olalla, WA 98359 hoytjeter@centurytel.net 360 874 0562 Fax 360 874 0591 To: Theresa Umbaugh 121 5th Ave. N Edmonds, WA 98020 Re: Gross Addition 17129 72nd AVE. W. Edmonds, WA 98026 Plan Review 4 2007-1146 EECE # EDM 07-63 Structure New /Improved Area S.F. Basement New/remodeled (unheated) 867 First floor —New Stairs 84 First floor —New Living Room 352 Total New 1303 The above referenced project is in the process of plan review for compliance with Edmonds ordinances and applicable codes. 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,Structural, Ordinance, Energy, and ventilations and indoor air quality requirements 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. Page 2 of 4 EECE#: EDM 07-63 Gross Addition 2007-1146 STRUCTURAL COMMENTS Sheet S 1.0: General Structural Notes 1. FOR please update your general notes to the IBC 2006 code. The 2003 is not the adopted code at this time. Sheet S2.0: Foundation Plan 2. FOR, please justify hold down are not required at end of the shear walls. Lateral forces will act in both directions. Please clarify on the response. Sheet S2.1: Main Floor Framing Plan 3. FOR, please justify only one holdown CS 16 atone end of the exterior shear wall mark SW2. Based off the lateral force hold shall be also placed on the other side of the shear wall. Per analysis submitted there will be uplift forces to be resisted. 4. FOR, please specify the required post base connection for the PT 4x4 supporting the 4X10 beam at the stairs. Sheet S2.2: Roof Framing Plan 5. FOR, please specify the required connections of the (3) 2x4 to the (3) LVL ridge beams. 6. FOR, please specify the required connections of the king stud to the supporting member at the base. 7. FOR, please specify the required support for the new skylights being added to the drawings. I assume blocking will be added between the existing framing but it is not noted as such. Please modify accordingly. Sheet S3.0: Structural Details 8. Detail 11: EOR please specify the required connection of the beam or header to the multiple stud columns. I was unable to determine this from the drawings. 9. Shearwall Schedule: FOR please modify SW3 requirement for panel nail spacing at 2" OIC. The code requires a single 3X and the nails shall be staggered. Please modify accordingly. IBC table 2306.4.1 footnote c 10. Shearwall Schedule: Mark SW3: FOR, please modify the bottom plate to state 3X member. Due to 16d nail spacing @ 2" OIC a 3X member is required and the nails shall be staggered. IBC table 2306.4.1 footnote e Page 3 of 4 EECE#: EDM 07-63 Gross Addition 2007-1146 ORDINANCE COMMENTS Sheet A-3.1: Basement Floor Plan 11. Please specify the required one-hour rated assembly as noted for the new storage room wall. The contractor may not know how to build a one hour rated wall. Please add this information to the drawings. 12. Please specify the required landing outside the storage room doors. All exterior doors are required to have a landing. 13. Please specify the required smoke alarm in the area giving access to Bedrooms 1 &2. R313 14. Please specify that all penetrations between the house and a garage and/or carport shall be protected by filling the opening around the penetration with an approved material to resist the free passage of flame and products of combustion. R309.1.2 15. Please specify the required stair illumination, per R303.6. 16. Please locate the required light activation at the top and bottom of stairs. R303.6.1 Sheet A-3.2: First Floor Plan/ Roof Plan 17. Please specify the required smoke alarm in the area giving access to Bedroom 3 and Master Bedroom. R313 18. Please specify the required stair illumination, per R303.6. 19. Please locate the required light activation at the top and bottom of stairs. R303.6.1 ENERGY COMMENTS No Comment at this time. VENTILTIONS AND INDOOR AIR QUALITY COMMENTS Additions with less than 500 square feet being added are exempt from the whole house fan requirements. WSV&YAC 101.3.1.1 No comments at this time. Page 4 of 4 EECEM EDM 07-63 Gross Addition 2007-1146 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 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 Hoyt Jeter at (360) 874- 0562 between 8:00 a.m. and 5:00 p.m. By: Hoyt Jeter, P.E. President CITY OF EDMONDS SPECIAL INSPECTION AND TESTING AGREEMENT The project at 1-112-0t. issued under building permit number 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 L.\TEMPtBU1LDING1SpeciallnspectionAgreementiBC_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 I have read and agree to comply with the terms and conditions of this agreement. Owner Special Inspector General Contractor City Building Official L.\TEMPIBUILDINGISpecialluspectionAgreementIBC.doc 7/04 Date Date Date Date SPECIAL INSPECTION AND TESTING SCHEDULE anon�ss rSPECMEcTM REINFORCED CONCRETE, GIiNITE, GROUT AND MORTAR: STRUCTURAL STEEUWELDINGc [ wu-rcac �om�r Vrwt Mortar — SMPlc and Test (list spociftt -nenbas below) — Shop Material Identification — Welding Inspection O Shop O Field — Ultrasonic Inspection OShoP O rigid — High-stmtgth Bolting Inspection O ShoP D Field DA325 ON ©X DF O A49D Metal Deck Welding Inspection — Reinforcing Steel Welding Inspection — Metal Stud Welding Inspection PRECAST/PRESTRESSED CONCRETE: — Conaete Insen Welding inspection ry cast -stns nV-SCM [:IAddtng FIREPROOFING: Placement Inspection — DcrtsityTests - Thickness Tests — Inspect Batching INSULATING CONCRETE: — Sample and Test Placement inspection — Unit weights FILL MATERIAL: MASONRY-. — Acceptance Tests Placement Inspection SP -W Inspection Stresses Used — Field Density. — Preliminary Acceptance Tests (Masonry Units. Wall Prisms) — Subsequent Tests (Morar Grout, Field wall Prisms) STRUCTURAL WOOD: — Placement Inspection of Units _._. Shear Wall Nailing Inspection — Inspection of Glu -lam Fib_ ,-- Inspection of Truss Joist Fab_ ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sample and Test Components AND INSPECTIONS: Form completed by. Title. Telephone No.: Date: