20080310075647.pdfor ED,�o City of Edmonds
PLAN REVIEW COMMENTS
'? BUILDING DIVISION
Fsr 1g90 (425) 771-0220
DATE: March 10, 2008
TO: Janette Ronquillo
8817 207`h Place SW
Edmonds, WA 98020
FROM: Jenny Readwin, Plans Ex ine
RE: Permit if 2006-1193
Project: Foundation Revision
Project Address: 761 Daley Street
During review of the above noted revision, it was found that the following information, corrections,
or clarifications are needed.
1} Please note on the plans that pin piles shall be galvanized as specified in the Geotech Report_
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 Prep
• Pin Pile Installation including pile cap
• Placement of Fill and Compaction
• General Site Monitoring
• Temporary and Final Erosion Control
4) 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
h oA eter@centurytel _net
360 87'4 0562
Fax 360 874 0591
To: Marie Harrison
121 5th Ave N
Edmonds, WA 98020
Re. Ronquillo Residence Revised to Pin Piles
761 Daley St
Edmonds, WA 98020
Plan Review # 2006-1193 EECE ## EDM 08-15
Plan review number 01
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 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.
STRUCTURAL COMMENTS
General
1. The drawing should have a detail for the construction of the grade beams on the
drawings. Nothing is added to the drawings at this time except schematically on
sheet A3. Please add the required reinforcement, the pile locations, etc. Please add
this information to the drawings.
2. Geotechnical engineer please specify the recommend center to -center spacing of
the pin piles. IBC 1808.2.2
Page 2 of 3
Pian Review Number 01
EECE#: EDM 08-15
Ronquillo Residence
2006-1193
3. Please note on the drawings that the geotechnical engineer shall perform
continuous special inspections during installations as note in the geotechnical
report.
4_ The geotechnical report state there shall be 6" of clean crushed rock should be used
under the slab but the drawings state 4" of clean sand or gravel. Please either
submit revised geotechnical report to justify what is specified on the drawings or
modify the drawings to match the geotechnical recommendation.
5. Please note on the drawing that all the reinforcement steel shall be tied in placed
before any concrete pour is done. This is very important due to the soil conditions
at this site. Please note this on the drawings.
Sheet A6 Foundation Plan and Details
6. The design analysis states the maximum spacing of the pin piles shall not exceed
5' but the drawings show the perimeter pin pile exceeding this limit. Please adjust
the spacing to not exceed the 5 foot limit.
7. EOR, please specify the direction and the battered angle for the piles under the
24"X24" footing at the covered porch. Please add this information to the drawings.
8. Please add detail for the slab on grade. The geotechnical report clear state the slab
shall float and should not be attached to the footing unless the slab is desing as a
structural slab. The design analysis ahs not been submitted for the slab to be a
structural slab. Please modify accordingly.
9. The geotechnical report clearly state the slab shall be reinforced with reinforcing
steel spaced at 18" O/C each way and not welded wire fabric. This should be
reflected on the drawings. Please modify the drawings accordingly.
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.
Page 3 of 3
Plan Review Number 01
EECE#: EDM 08-15
Ronquillo Residence
2006-1193
By: 1
Hoyt Jeter, P.E.
President
0'F '4f0
1/
Fst. 1890
CITY OF EDMONDS
SPECIAL INSPECTION AND TESTING AGREEMENT
PERMIT 9-2 C)()tU — r I q -S DATE:
PROJECT SITE ADDRESS: -7 (o I Da bll
PROJECT NAME:
SPECIAL INSPECTION AGENCY_ 60111' 6
*One form must be completed by each Special Inspection Agency or
3-10-00
r.
SPECIAL INSPECTIONS REQUIRED: Special inspections are required for this project in accordance
with IBC Chapter 17 or in accordance with IRC R109.2 as applicable. IBC Section 1704.1 requires the
owner or the registered design professional in charge to employ an independent testinglinspection
agency/special inspector to perform required special inspections. The independent agency hired to
perform the duties of special inspection is required to be a registered agency with WABO under the
Special Inspection Registration Program (SIRP). The special inspector shall be a qualified person with
competence for inspection of the particular type of construction or operation requiring special inspection
(SOQ may be required by the Building Official)_ The owner, registered professional, contractor and
special inspector/agency shall complete the attached form and submit directly to the Building Division.
WORK REQURING SPECIAL INSPECTION: Special inspections will be required for the following
categories of work in accordance with IBC Chapter 17 and IRC R109.2: FOR SPECIFIC
INFORMATION REGARDING REQUIRED SPECIAL INSPECTIONS SEE THE STATEMENT OF
SPECIAL INSPECTION ❑ATTACHED ❑APPROVED PLAN SHEET
❑ Fabrication (1704.2)
❑ Wood Construction (1704.6)
❑ Steel Construction (1704.3)
s {1704.7)
❑ Concrete (1704.4)
❑ Bolts installed in Concrete (1704.13)
❑ Special Moment Resisting Concrete Frames (1704.4)
o Reinforcing Steel, Prestressing Steel Tendons (1704.4)
❑ Structural Welding (9704.3.1)
❑ High Strength Bolting (1704.3.3)
❑ Masonry (1704.5)
❑ Reinforced Gypsum Concrete (1704.4)
❑ Structural Masonry for Seismic Resistance (1708.1)
❑ Structural Observation (1709)
❑ Insulating Concrete Fill (1704.4)
❑ Spray Applied Fire -Resistive Materials (1704.10)
mg, Drilled Piers, and Caissons (1704.8, 1704.9)
❑ Shotcrete (1704.4)
❑ Pier Foundations (1707.5)
❑ Structural Steel (17072)
❑ Grading, Excavation, Fill, Proof Rollin (1704.7)
❑ Smoke -Control Systems (1704.14)
❑ Exterior Insulation and Finish Systems (I704.12)
❑ Designated Seismic Systems (1707.9)
❑ Mechanical Components (1707.8)
❑ Cold Formed Steel Framing (1707.4)
❑ Storage Racks (1707.6)
❑ Architectural Components (1707.7)
❑ Structural Wood (1707.3)
a Special Cases (1704.13)
❑ Seismic Isolation System (I707.10)
o
❑ Mastic, Intumescent Fire Resistant Coatin s (1704.11)
❑
❑ High Load Diaphragms (1704.6. 1)
S
BEFORE A PERMIT CAN BE ISSUED: The owner an con ra or and special inspector shall
complete this agreement and the attached Special Inspection Information Form, including the required
acknowledgements and return to the Building Division for approval prior to permit issuance.
W:1Building\HANDOUT ICODESIFORMSISPECiAL INSPECTION AGREEMENT FORM.doc7107
APPROVAL OF SPECIAL INSPECTORS: Each special inspector shall be approved by the Building
Official prior to performing any duties or inspections. The company performing inspections must be
WABO certified as well as the individual completing inspections. When required by the Building
Official, each special inspector shall submit Statement of Qualifications to the City for review. Special
inspectors shall display identification when performing special inspections on the project 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 are permitted only as
specifically noted in the approved project plans in accordance with IBC Chapter 17, and as
approved by the Building Official.
Continuous Inspection means the same inspector is on site day to day to observe the work
requiring special inspection.
Periodic Inspection means some inspections may be performed on a periodic basis to satisfy the
requirements of continuous inspection, provided these periodic inspections are performed as
outlined in the project plans and specifications, and approved by the Building Official.
2. REPORT NONCONFORMING 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 by
telephone at (425-771-0220) or in person at City Hall, 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 of record.
3. DAILY REPORTS KEPT ON SITE WITH CONTRACTOR
Each special inspector shall complete and sign a daily report for each day's inspections. The daily
reports shall remain at the jobsite with the contractor for review by the City Building Inspector.
4. WEEKLY REPORTS TO CITY
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 and date of daily inspections and tests made with applicable locations
• List of all non -conforming items and locations
• Report on status of non -conforming items (how each was resolved or unresolved)
• Field changes authorized by the Architect, Engineer or City Inspector if not included in
non-conformance items.
WA1Bui1ding\HAND0UT ICODESIFORMSISPECIAL INSPECTION AGREEMENT FORM.doc7/07
5. FINAL CONSTRUCTION REPORT
The special inspector or inspection agency shall submit a final signed report or Certificate of
Compliance to the City stating that all items requiring special inspection and testing were fulfilled
and reported. And, to the best of 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, unresolved items or any discrepancies in
inspection coverage (i.e., missed inspections, periodic inspection when continuous inspections were
required, etc.) shall be specifically addressed in this report.
B. _Contractor Responsibilities
1. NOTIFY THE SPECIAL INSPECTOR OF ALL REQUIRED SPECIAL INSPECTIONS
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 Special Inspection Information Form 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. All work requiring special inspection must be approved prior to concealing or
covering said work.
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 Buildine Division Responsibilities
1. APPROVE SPECIAL INSPECTION
The Building Division shall approve all Special Inspectors and special inspection requirements.
2. MONITOR SPECIAL INSPECTIONS AND APPROVE WEEKLY REPORTS
Work requiring special inspection and the performance of special inspectors shall be monitored
by the City Building Inspector. Building Inspector 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 by the City.
D. Owner Responsibilities
1. 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
1. Prepare Statement of Special Inspections in accordance with IBC Section 1705.
2. Review the special inspection reports and provide corrective action for work that may not
conform to the approved plans.
W_1Building\HANDOUT ICODESIFORMSISPECIAL INSPECTION AGREEMENT FORM_doc7/07
ACKNOWLEDGEMENTS
I have read and agree to comply with the terms and conditions of this agreement
Owner name
(please print or type)
Signature Date
General Contractor Company/Owner name
Signature
Special Inspector/Agency name
Signature
Architect/Engineer of Record name
Signature
(please print or type)
Date
(please print or type)
(please print or type)
Return the original signed agreement to the Building Division
City of Edmonds Building Division
121 5th Avenue North, City Hall Second Floor
Edmonds, WA 98020
Date
Date
ACCEPTED BY CITY OF EDMONDS BUILDING DIVISION:
City Official Signature Date
Title:
• Excavation/Grading/Site Prep
• Pin Pile Installation including pile cap
• Placement of Fill and Compaction
• General Site Monitoring
• Temporary and Final Erosion Control
W:1Bui1ding\HANDOUT ICODES\FORMSISPECIAL INSPECTION AGREEMENT FORM_doc7/07