20060614161901.pdfED
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DATE: June 14, 2006
City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
(425) 771-0220
TO: Michael Wathne
michaelwathne@aol.com
FROM: Jenny Readwin, Plans Exami*
RE: Plan Check # 06-069
Project: Wathne SFR
Project Address: 18210 73 r, Ave W.
During re -review of the above noted application, it was found that the following inforination,
corrections, or clarifications are needed.
1) Per submitted Geotech Report minimum continuous and spread footing sizes are 16" and 24".
Revise all porch/deck footings to 24".
2) Provide letter from Geotechnical Engineer of Record stating that they have reviewed the plans
and that they are consistent with the report recommendations.
3) 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.
• Excavation/Grading/Site Preparation
• Soil bearing verification
• Placement of fill and compaction
• Temporary and final erosion control
Foundation drainage
Please redline plans or submit two (2) sets of revised plans/documents (affected sheets only) with a
written response to each of the above items to a Permit Coordinator.
CITY OF EDMONDS
SPECIAL INSPECTION AND TESTING AGREEMENT
The project at 00/0 7,3rq amf_ U) 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 sM1 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 jobsitewith 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:\TEMP\BUILDING\SpeciallnspectionAgreementIBC.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_pMartment 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. ffis/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 A 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
Date
Date
Date
Date
L:\TEMP\BUILDING\SpeciallnspectionAgreementIBC.doc 7/04
SPECIAL INSPECTION AND TESTING SCHEDULE
PROJECrNAME
:j a7'6'- Dull-DINGPERMUNQ
PROJECT ADDRESS TEST1?4GM,1SPECT)0N AGENCY m SPECLAL INSPECMR
REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR:
Cowrete Gunfte Grout Mortstr
A&—F-e Tests
Reinforcing Tests
Mix Designs
Reinforcing Plactm�cnj
Batch Plant Inspection
I -PC" Plac�g
Cast Samples
----------
Fick-up Samples
Compression Tests
PRECASTIPRESTRESSED CONCRETE:
Reinfor6ng Tests
Tendon Tests
Mix DC*;i1znS
Reinforcing Placement
)nscn Placement
concrcle BaTching
Concrczc Placement
InStOtation Instmion
Tests
MASONRY:
Special Inspection Stresses Used
preliminary Acceptance Tens fMasonry Units, Wall prisms)
Silb"Deat Tests (Mortar. Grout. Field Wan Prisms)
Placement Inspection of Units
ADDITIONAL INSTRUCTIONS OR OTHER TESTS
AND INSPECTIONS:
STRUCTURAL STEEL/WELDING:
— Sample and Test (list specific members: below)
— Shop Material Identification
— Welding ksl?�Cli011 0 Shop 0 Field
— Ultrasonic Inspection 0 Sbop 0 Field
— Iligh-strength Wting
Inspecticm OS110P 0 Field
DA325 C1 X 0 F
D A490
— Metal Deck Wtldiny Inspection
— Reinforcing Steel Welding hispwtion
— Metal Stud Welding Inspcoion
— Corxrete Insert Welding Inspection
FIREPROOFING:
— Placement Inspection
— Density Tests
— Thicimess Tests
— Inspect Batching
INSULAIING CONCRETE-
- Sample and Test
— placement inspection
— Unit Weights
FILL NMTERIAL:
— Acceptance Tests
— Placement inspection
— Field Density
STRUCTURAL WOOD:
— Shear Wall Nailing Inspection
— Inspection of Glu-lam Fab.
— Inspection of Truss Joist Fab.
— Sample and Test Compouents
Form completed by- Title:
TckVwnc No.: Date: