20060718132400.pdfED City of Edmonds
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PLAN REVIEW COMMENTS
BUILDING DIVISION
I to,) (425) 771-0220
DATE: July 18, 2006
TO: Paul Monson
Baja-Buildin@msn.com
FROM.: Jenny Readwin, Plans Examin
RE: Plan Check # 2006-0781
Project: Rybienik Addition
Project Address: 24226 77 th PL W
During review of the above noted application, it was found that the following inforination,
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) Show outline of second story addition on the site plan.
2) Provide an existing main floor plan.
3) On the plans clearly distinguish between existing and proposed (foundation, floor plans,
framing, etc.) and provide a detailed description of proposed work. For example, shearwalls are
shown though the main floor, will the siding and/or sheathing be replaced in order to verify the
nailing?
4) Provide crawlspace ventilation calculations and show size and location of crawlspace vents on
foundation plan.
5) Show size and location of crawlspace access.
6) Smoke detectors are required throughout the existing residence in each sleeping room and in the
hallway outside each separate sleeping area.
7) Specify all hangers for hung beams as well as show posts/multiple studs to verify beam spans
and how all loads are carried to bearing.
8) Specify all post base and post cap connectors required in order to resist lateral displacement.
9) Specify size of entry door header and provide calculation including point load from roof beam (3
1/2 X 11 '/4 PSI) -
10) Provide a section detail through roof beams at the entry/dinning room to help clarify framing
since the calculations do not take into account any point loads.
11) Specify floor framing at the proposed entry (i.e. floor joists, slab on grade, etc.) and add
applicable information to the details.
12) R403.1.3 requires all vertical rebar to have a standard hook. Revise foundation detail to reflect.
13) 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.
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CITY OF EDMONDS
SPECIAL INSPECTION AND TESTING AGREEMENT
The project at 2 Lj,;�;L(o 771"'1 J?L bc) issued under building permit
number :61K h
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requires special inspection and/or testing per IBC C apter 17. The
complete list of special inspections is attached to this document.
BEFORE A PERIMT 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:
0 Description of daily inspections and tests made with applicable locations
* List of all non -conforming items
0 Report on status of non -conforming items (resolved or unresolved)
0 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\SpeciallnspectionAgireementIBC.doe 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-4he
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 he 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 Resp nsibilities
The project owner or the engineer or architect of record acting as the owner's agent shall fund
special inspection services.
E. Enp A
,,ineer or rchitect 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�BU,ILDINGNSpeciallnspectionAgreementIBC.doc 7/04
SPECIAL INSPECTION AND TESTING SCHEDULE
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MOJWT ADDRESS M-04SPECTION AGU4CY . S PECL-0- NNSPECTM
REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR: STRUCTUR-ALSTEEL/WELDING:
Conerne Gunite Grout Monw Samnle and Tevi fist I.—
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AWmgate Tesm — Shop Matenal Identification
-�R Tests — Welding hivection 0 Shop 0 Field
Mix Designs — UI=Oftic InsPOct)(311 0 Shop OField
Reinforcing Placement — lligh-strength Bolting
Batch Plant Inspection Inspection E) Shop 0 Field
Inspect fticinz- D A325 0 N 0 D
Cast Samples DA490
Pick-up Samples — Metal Deck Welding Inspectitm
(7�—;� Tests — Reinforcing Steel Welding Inspiection
PRECASTIPRESTRESSED CONCRETE: — Metal Skid Welding Inspection
— Concrete Insert Welding Inspection
Piles Post-Tew Pre-Tms Cbddmg
FIREPROOFING:
Reinforcing Tests — placement Inspection
Tendon Fests — Density Tirsts
Mix Desi2ns — Thickness Tests
Reinforcing Placement — Inspect 112tching
)nscrt Placement
Concyclellatching INSULATING CONCRETE:
Concrete Place men t — Sampf and Test
Installation lnscpclion — Placement Inspeclion
IE-�S--Ples — Unit weigbis
1pick-up Samples
FILL MATERIAL:
MASONRY: — Acceptance Tests
— Placement Inspection
Special Inspeciton Stresses Used — Field Density
Preliminary Acceptame Tests (Masoury Units, Wall Prisms)
Subsequent Tests (Mortar. Grout. Field Wall Prisms) STRUCTURAL WOOD:
Placement Inspection of Units — Shear Wall Nailing Inspection
— Inspection of Glu-larn F;ib.
— Inspection of Truss Joist Fab -
ADDITIONAL INSTRUCTIONS OR OTHER TESTS — Sample and Test Components
AND INSPEC'TIONS.- . -AfAs 1- /7
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Form completed by: Tptic-�
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