20070308092816.pdf.a..:. City of Edmonds
Plan Review Corrections
Plan Check #� iv Date'Zool
Project Name/Address f DZ
Contact Person/Address
Department: Building �-' Engineering ❑ Planning ❑ Fire ❑ Public Works ❑
Reviewer Axin1tsi -- -- -
Submit 2 sets of revised plans/documents to the Permit Coordinator.
❑ Corrections may be made by red lining plans/documents on file with the City. C
DATE - OTAtta.ch fax transmittal) PAGE L OF /
FJ1'Ii¢t
CITY OF EDMONDS
SPECIAL INSPECTION AND TESTING AGREEMENT
The project at'1(1l "W'l 1 1 issued under building permit
number Zeb -7 --
tj> by 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
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:
• 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.
S. 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
f.:1TEMP1BUILD1NG1SpeeiallnspectionAgreementlBC_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
I . 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. llis/Iler approval most 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 way 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. Enjineer 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 Date
City Building Official Date
L=ITEMPIBUILDING1SpeciallnspectionAgreement]BC_doc 71134
SPECIAL INSPECTION AND TES'T'ING SCHEDULE
REINFORCED CONCRETE, GUNITE, GROUT AND MORTAR:
Co"Crese Gunits G" mt Mortar
Tcsts
v Tests
Mix Designs
Reinfmcing Placement
Bitch Plant kmtuion
Cast
PRECASTIPRESTRESSED CONCRETE:
rw so6r-rem rTly,t�
Aggregatc`Cests
Reinforcing Tests
Tendon Teats
Mix Dcsiuns
Reinforcing Placement
Insm Placemew
Concrete Hatching
Concrete Placement
Instal)a ion Inscprtion
Cast Samoks
MASONRY:
Special InspWim Susses Used
— hrliminary Acceptance Tests (Masowv knits. wall Prisms)
— Subsequenl Tests (MorLw- Grout. FicM wall Prisms)
— Placement Inspection of Units
ADDITIONAL INSTRUCTIONS OR OTHER TESTS
AND INSPECTIONS:
ft7-. o r �o
STRUCI`URAL S'MEL/WELDING:
— Sample and Test dist spedf c rnembeis below)
— Shop Material Identification
— weldi€ kVDShop D Field
Ultrasonic 1-Pcction O Sb -P O Field
— Higb-strength mdug
Iospcetim D Shop O Feld
DA325 ON Ox OF
D A490
Meta) Deck Welding inspection
— Reinforcing Steel Welding lwpmkkm
— Metal Stud Welding Inspection
____ Concrete Insert Wehiittg )nspecyion
FIRFU ROOFING:
— Placement Inspection
— Density Tests
— Thickness Tests
— Inspect Batching
INSULATING CONCRETE:
— Sample and Test
— Placement Inspection
Unit Weights
FILL MATERIAL:
— Acceptance Tests
Placement Inspection
— Field Density
STRUCTURAL WOOD:
Shear Wall Nailing Inspection
— hsspcction of 6111 -jam Fab.
— Inspection of Truss Joist Fab -
Sample and Test Components
Form convicted by-.
TckTborr No.: Date_
GSM..
STRUCTURAL TESTS AND SPECIAL INSPECTIONS
TABLE 1704.5.3
1 FVFI 7 APF( IAI INCPI"!_TFnm
For S1: °C=(°F-32)/1.8.
a. The specific standards referenced are those listed in Chapter 35,
1704.11.3 Thickness. The average thickness of the sprayed
fire-resistant materials applied to structural elements shall
not be less than the thickness required by the approved
fire-resistant design. Individual measured thickness, which
exceeds the thickness specified in a design by 114 inch (6.4
mm) or more, shall be recorded as the thickness specified in
the design plus '14 inch (6.4 mm). For design thicknesses I
inch (25 mm) or greater, the minimum allowable individual
thickness shall be the design thickness minus '/4 inch (6.4
mm). For design thicknesses less than 1 inch (25 mm), the
minimum allowable individual thickness shall be the design
thickness minus 25 percent. Thickness shall be determined
in accordance with ASTM E 605. Samples of the sprayed
fire-resistant materials shall be selected in accordance with
Sections 1704.11.3.1 and 1704.11.3.2.
1704.11.3.1 door, roof and wall assemblies. The thick-
ness of the sprayed fire-resistant material applied to
floor, roof and wall assemblies shall be determined in ac-
cordance with ASTM E 605, taking the average of not
less than four measurements for each 1,000 square feet
(93 mz) of the sprayed area on each floor or part thereof.
1704.11.3.2 Structural ft-aming members. The thickness
of the sprayed fire-resistant material applied to structural
members shall be determined in accordance with ASTM E
605. Thickness testing shall be performed on not less than
25 percent of the structural members on each floor.
352 2003 INTERNATIONAL BUILDING CODE®
FREQUENCY OF
INSPECTION
REFERENCE FOR CRITERIA
Continuous
Periodically
ACI 5301
ACI 530.1/
during task
during task
IBC
ASCE 51
ASCE 61
INSPECTION TASK
listed
listed
section
TMS 4028
TMS 6112a
1. From the beginning of masonry construction, the
following shall be verified to ensure compliance:
a. Proportions of site -prepared mortar, grout and
prestressing grout for bonded tendons.
T
X
Art. 2.6A
b_ Placement of masonry units and construction of
mortar joints.
—
X
—
—
Art. 3.313
c_ Placement of reinforcement, connectors and
Art. 3.4,
prestressing tendons and anchorages.
X
Sec. 1. l2
3.6A
d. Grout space prior to grouting.
X
—
—
Art. 3.21)
e. Placement of grout.
X
—
—
Art. 3.5
f. Placement of prestressing grout_
X
—
—
—
Art. 3.6C
2. The inspection program shall verify:
a. Size and location of structural elements.
—
X
–
Art. 3.3G
b_ Type, size and location of anchors, including
other details of anchorage of masonry to
X
—
—
Sec. 1.2.2(e},
—
structural members, frames or other construction.
2.1.413.1.6
c. Specified size, grade and type of reinforcement.
X
—
Sec. 1.12
Art. 2.4, 3.4
d. Welding of reinforement.
X
—
—
Sec. 2.1,10.6.2,
3.2.3.4(b)
e. Protection of masonry during cold weather
(temperature below 40°F) or hot weather
—
X
Sec. 2104.3,
—
Art. LSC,
(temperature above 90aF).
2104.4
1.$1)
£ Application and measurement of prestressing force.
X
—
—
Art. 3.613
3. Preparation of any required grout specimens, mortarX
Sec_ 2105.2.2,
specimens and/or prisms shall be observed.
_
2105.3
Art. 1.4
4. Compliance with required inspection provisions of the
construction documents and the approved submittals
—
X
—
—
Art. 1.5
shall be verified.
For S1: °C=(°F-32)/1.8.
a. The specific standards referenced are those listed in Chapter 35,
1704.11.3 Thickness. The average thickness of the sprayed
fire-resistant materials applied to structural elements shall
not be less than the thickness required by the approved
fire-resistant design. Individual measured thickness, which
exceeds the thickness specified in a design by 114 inch (6.4
mm) or more, shall be recorded as the thickness specified in
the design plus '14 inch (6.4 mm). For design thicknesses I
inch (25 mm) or greater, the minimum allowable individual
thickness shall be the design thickness minus '/4 inch (6.4
mm). For design thicknesses less than 1 inch (25 mm), the
minimum allowable individual thickness shall be the design
thickness minus 25 percent. Thickness shall be determined
in accordance with ASTM E 605. Samples of the sprayed
fire-resistant materials shall be selected in accordance with
Sections 1704.11.3.1 and 1704.11.3.2.
1704.11.3.1 door, roof and wall assemblies. The thick-
ness of the sprayed fire-resistant material applied to
floor, roof and wall assemblies shall be determined in ac-
cordance with ASTM E 605, taking the average of not
less than four measurements for each 1,000 square feet
(93 mz) of the sprayed area on each floor or part thereof.
1704.11.3.2 Structural ft-aming members. The thickness
of the sprayed fire-resistant material applied to structural
members shall be determined in accordance with ASTM E
605. Thickness testing shall be performed on not less than
25 percent of the structural members on each floor.
352 2003 INTERNATIONAL BUILDING CODE®