20070821082520.pdfOV EDo City of Edmonds
4.PLAN REVIEW COMMENTS
BUILDING DIVISION
�St. ls9° (425) 771-0220
DATE: August 21, 2007
TO: Michael Kerr
mkerr@chateaucd.com
FROM: Jenny Readwin, Plans Ex in
RE: Plan Check # 2007-0498
Project: Chateau SFR
Project Address: 8006 192'd Street SW
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) Please add the following information to the site plan.
■ Label covered porch
You may redline plans or resubmit three (3) new site plans scaled no smaller than 1 "=20' and
one on paper no larger than 8 %" x 14".
2) Per the submitted energy form the whole house fan is to be 150 cfm. Plans show 120 cfin. Please
revise plans.
3) An additional smoke detector is required in the master suite and in the hallway outside the den.
Please add to plans.
4) Provide footing drain detail on foundation sections complying with R405.1 and show required
drain locations on the foundation plan.
5). There are some blue changes made to the upper floor plan. Please clarify these changes and
since the plans are stamped by the Architect the plans can not be redlined for these changes
(removing a wall?).
6) Special inspections are required for soil bearing verification because of the previous fill that was
placed on the site (BLD2007-0553). Complete the enclosed special inspection agreement signed
by the owner, the general contractor and the special inspector (Licensed Geotechnical Engineer)
and submit to the City for approval prior to issuance.
7) See attached structural comments from city consultant. Respond to each item in writing.
BJY Northwest
Architecture • Engineering Planning Government Services
Aug. 20, 2007
Return Correction Notice.& Plans to City of Edmonds Only
To: City of Edmonds Contact person: Theresa Urnbaugh
City of Edmonds
425.771.0220 x 1336
Re: Chateau New Single Family Resident
Plan CK # 2007-0498 8006192 nd. St. SW BJY# 030731-041
STORY
OCCUPANCY
CONS'T. TYPE
AREA S.F
Garage
U
VB
541
1S Floors- deck
R3
VB
2331.120
2" Floor
R3
VB
2331
The above referenced project is in the process of plan review for compliance with
The City of Edmonds ordinances and applicable codes (Structural, Non Structural,
Energy & Ventilation). 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.
1
STRUCTURAL COMMENTS
DRAWINGS
1. Sheet A3/A4. It appears that there is no exterior shear wall in the left
elevation. The horizontal diaphragm will act as a cantilever beam in this
structural modeling and undertake a big deflection. Please provide more
detailed calculation to justify this design.
2. Sheet L1. Reference Detail I ". Please specify the stand hook and the lap
splice length of the footing dowel rebar with the vertical reinforcement in the
concrete stem wall. Call out the thickness of the stem wall.
3. Sheet G1. Reference "typical wall section ". Please show standard hook for
the rebar in the footing per IRC R403.1.3.
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 BJY at
ted.cheaCbMyxom or (206) 264-8400 between 8:00 am and 5:00 pm
0
Ted Chen
CITY OF EDMONDS
SPECIAL INSPECTION AND TESTING AGREEMENT
The project at ft issued under building permit
number requires special inspection and/or testing per IBC Chapter 17. The
complete list of speciaf 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.ITEMPIBUILDING1SpeciallnspectionAgreementlBC.doc 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
Z. 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. Epaineer_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
City Building Official
L:ITEMPIBUILDING1SpecialInspectionAgreementIBC.doc 7104
Date
Date
SPECIAL INSPECTION AND TESTING SCHEDULE
PROTECTNAW Btr¢DMPEMrrmQ -
i�7SL
PROXCTADDREss —_ At,Et4L`rusrECtr�F trtsPEctv3t
REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTURALS I`EE%fVVELDINGc
Concrete Guise Grant Mortar — Sa-Ple and Test f list specifc members below;
Aggegate Tests — Shop Material Identifxation
Reinforcing Tests Welding letspection Shop ❑Field
Mix Designs T Ulttasrntieinspection ❑Sbop Ql--reld
Reinforcing Placement . _ _ High-strength Bolting
Batch Plant Inspection Inspection Q Shop O Field
Inspect placing ❑ A375
ON DX OF
Cast Samples DA490
Pick-up Samples — Metal Dock Welding Inspection
Compression Tests Reinforcing Steel Welding Inspection I
— Metal Stud Welding Inspection
PRECAST/PRESTRESSED CONCRETE: Concrete Insert welding inspection
Piles Post -Tens Pre -Teres CiAdding
AggregmTests FIRE14tOOFING:
Reinforcing Tests — Placement Inspection
Tendon Tests — Density Tests
Mix Designs - Thickness Tests
Reinforcing Placement _.._ Inspect $etching
Insert Placement
Concrete hatching INSULATING CONCRETE:
Cotxrete Placement Sample and Test
Installation Inscpction — Placement Inspection
Cast Samples — Unit Weights
Pick-up Samples
Compression Tests FILL MATERIAL:
MASONRY — Acceptance Tests
— Placement Inspection
— Special Inspection Stresses Used — Field Density
— Preliminary Acceptance Tests (Masonry Units. Wall Prisms)
_ Subsequent Tests (Mortar_ Grout. Field Watt Prisms) STRUCTURAL WOOD_
_ Placement Inspection of Units — Shear Wall Nailing Inspection
— Inspection of Glu -Iain Fab.
— Inspection of Truss Joist Fab.
ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sample and Test Components
AND INSPECTIONS:
Form completed by: Title:
Telephone No.: Date..
Foundation Drainage Examples
Footing drains are required for concrete or masonry foundation walls that retain
earth and enclose habitable or useaOle space located below grade - IRC 405.1
Grade shall slope away from 6" minimum waGd-
faundatiQn walls minimum 6 earth separation
inches Within the first 10 feet. 4,
;J
711111L IT
Filter membrane
I I
4" perforated drain pipe in
-washed gravel or crushed
rack (minimum one Steve
size larger than the opening
or perforations
FII 11-1
Habitable or useable
space below grade
Footing drains are required for crawlspaces if topography does not allow for minimum
6 inch slope away from the foundation wall within the first 10 feet - IRC 401.3
6" minimum wood -
earth separation
Filter membrane
4- perforated drain pipe in -X
washed gravel or crushed
rock (minimum.one sieve
size larger than the opening
or perforation)
LAtemp)bLM&ngViw6DurfiXattactwnecdCl.vsd -471)6
i6l
Crawlspace
ATTACHMENT C1