04-04-035S T R U C T U R A L I N S P E C T I O N P L A N
b. Verify the type, size and quantity of bolts in all bolted
connections. Check that bolts are clean and lubricated, have
proper washers, and conform to the Specifications. Check that
bolt holes are the specified type and size. Spot check the bolt
tightening sequence.
6. Check headed stud anchors for size, length, spacing and welding
as required by the contract documents. Verify that shear connectors
are tested by testing laboratory.
D. Check all steel decks per SDI Specifications and as follows:
1. Deck type, size, gage, finish, accessories and reinforcement around
openings.
2. Spacing and type of all connections.
3. Welding procedures.
4. Weld size, shape, quality, rust protections and weld washers, where
applicable.
5. Screw size, type and finish and other connection to supports.
2.7 CONNECTIONS TO EXISTING CONCRETE:
A. Verify Contractor has located existing reinforcing in columns and beams
prior to drilling holes.
B. Verify correct type, size, length and quantity of embedded anchors are
installed.
C. Verify location, spacing, diameter and depth of holes drilled into
existing concrete.
D. Verify that holes have been properly cleaned.
E. Check embedded anchors are installed per manufacturers instructions.
2.8 MASONRY
A. Inspect all reinforced masonry per ACT 530, ACT 530.1 and as follows:
1. Spot check that materials are properly stored.
2. Workmanship.
3. Unit size, strength and weight.
4. Mortar and grout type, mixing and placement.
5. Placement of reinforcing steel and joint reinforcing, inserts, anchors
and other structural aspects.
6. Check cleanout areas to confirm that cells to be reinforced are clean
and free of all foreign material and that vertical bar is tied to dowel.
7. Control joint construction.
8. During grouting, verify that all cells are filled solid and that grout
is consolidated as required by the Contract Documents. If in doubt after
completion, check using a hammer.
9. Check connection of side or top of wall to supporting elements.
PART III TESTING AND SUBMITTALS
3.1 MATERIALS TESTING
A. The Testing Agency retained by the Owner shall perform all tests
described in the Contract Documents and shall provide a report of each
test of work described in this plan to the Owner, Contractor,
Architect /Engineer and Special Inspector.
B. The Special Inspector shall review all Material Test Reports upon
receipt and shall include in his report any results that do not comply
with the Contract Documents.
C. The Special Inspector may request the Owner's Representative to
authorize additional tests when appropriate.
3.2 STRUCTURAL SUBMITTALS
A. The Special Inspector shall review and become familiar with all
submittals. The Contractor shall provide the Special Inspector with one
copy of all structural submittals, excluding calculations, and all
accepted alternates for his record and use. All Shop Drawings and other
submittals referenced in this Plan shall contain evidence of review and
acceptance by the Contractor, Architect and Structural Engineer. As a
minimum, the following submittals shall be provided.
1. Reinforcing steel Fabrication and Placement Drawings and Bar Lists.
2. Concrete Mix Designs for each proposed strength and type of concrete.
3. Structural steel Fabrication and Erection Drawings, Mill Test Reports,
and Welder Certificates.
4. Steel Deck Piece and Erection Drawings.
5. Fabrication and Erection Drawings for embedded anchors, connection
plates, and all other structural metals.
PART 1 ADMINISTRATION
E.
The Report shall also comment on the following, when applicable:
C. Inspect reinforcing steel per the Structural Drawings, supplemented by
Q
the Approved Shop Drawings, to verify the following:
1.1
EXPLANATION OF THE STRUCTURAL INSPECTION PLAN
1. Test Reports that do not comply with the Contract Documents.
0
a
1. Reinforcing steel grade, size, quantity, configuration and
A.
This is a Threshold Building as defined by chapter 553 of the Florida
2. The Geotechnical Engineer's Inspection Reports.
spacing.
Statutes and requires the Owner to retain a Special Inspector.
�i
3. Shoring and Re- shoring Engineer's Inspection Reports.
2. Reinforcing steel is adequately supported and tied to resist
B.
The Special Inspector shall inspect the framing shown on the Structural
displacement during concrete pour and that concrete cover is proper.
Drawings in accordance with this plan to verify that the work is
4. Changes made in the field.
constructed in substantial accordance with the Contract Documents,
3. Hooked bars are placed properly.
except for accepted variations.
The report shall also include photographs, when appropriate.
4. Embedment lengths, splice locations and lap splice lengths are
1, The Contract Documents are defined as the Permitted Drawings,
F.
The Special Inspector shall submit the reports to the Enforcing Agency,
acceptable.
Project Specifications, and Recorded Addenda and Amendments.
Owner's Representative, Architect and Structural Engineer under a signed
and sealed cover letter on a weekly basis.
5. Report all slab openings larger than 12" and not shown on the
-
2. Except as noted, work of this Plan excludes the inspection of elements
Contract Documents to the Architect /Engineer. Check placement of
that do not contribute to the capacity of the Primary Structural Frame. This
G.
The Inspector shall post at the jobsite a log summarizing all
additional reinforcement around openings. Openings through beams
includes, but is not limited to: railings, ,fire protection, roofing, glazed
inspections. The header shall contain, as a minimum, the Project name
are prohibited without prior approval of the Architect /Engineer.
window systems, mechanical /electrical systems, architectural components, site
and Location; Permit Number; and the name of the Special Inspector,
work, and OSHA safety provisions or other safety standards that apply during
Owner, and Contractor. The Inspector shall write an entry after each
6. Confirm that reinforcing steel surfaces are free of excess rust or
the construction period. Slab -on- grade are specifically included.
inspection that includes the date, construction phase, work description,
other coatings that may adversely affect bonding capacity. Verify
comments, his signature, and whether the work inspected is approved or
that form oil, where used, is applied before reinforcing steel is
C.
Proposals for Special Inspection services shall be separate and
rejected.
placed.
independent from proposals for all other Materials Testing and Quality
Assurance services.
H.
Upon completion of the building and prior to the issuance of a
D. Inspect welded wire reinforcement to verify the following:
Certificate of Occupancy, the Special Inspector shall issue a signed and
D.
The Owner or Enforcing Agency may supplement this plan with additional
sealed statement attesting that the part of the Project under his
1. Wire size and spacing in each direction comply with the
inspection requirements as deemed necessary during the course of the
inspection responsibilities has been constructed in substantial
Structural Drawings.
work.
accordance with the Contract Documents. This statement shall be in
accordance with Section 553.79(7)a of the Florida Statutes and shall be
2. WWR is adequately supported and tied to resist displacement
1.2
QUALIFICATIONS OF THE SPECIAL INSPECTOR
submitted to the Enforcing Agency, Owner, Architect and Structural
during concrete pour and that concrete cover is proper.
Engineer.
A.
The Special Inspector may send an authorized representative under his
-
3. Splices are adequate length and properly tied.
responsible charge to undertake inspections and site visits. As used in this
1.5
CONTRACTOR REQUIREMENTS
plan, the term Special Inspector includes his representative, uon.
4. WWR surfaces are free of excess rust or other coatings that may
A.
The Contractor shall provide the Special Inspector with an office at the
adversely affect bonding capacity.
B.
Both the Special Inspector and the representative shall meet the
construction site that includes, as a minimum, a desk, chair, plan
qualifications and standards set forth by Rule Chapter 61g15-35 and Chapter
table, plan rack, filing cabinet, telephone, utilities, air
E. Check that anchors, embedded conduits, and load carrying embedded items
471 of the Florida Statutes. Resumes of both the Special Inspector and the
conditioning, janitorial services, and access to a fax machine.
are properly positioned and secured to resist displacement during
representative(s) shall be submitted to the Architect and Structural Engineer
concreting. Relocation of or modification to structural items due to
for review.
B.
The Contractor shall furnish to the Special Inspector copies of all
conflict with reinforcing is prohibited without the approval of the
reviewed and approved submittals for structural elements, excluding
Structural Engineer.
C.
The Special Inspector shall provide to the Owner Insurance Certificates
calculations, in a timely manner.
for all applicable coverages, including General Liability, Automobile,
F. Verify that sawcut joints are:
Workmen's Compensation, and Professional Liability specifically covering
C.
The Contractor shall cooperate with and assist the Special Inspector in
the inspections described in this Plan.
performing his inspection duties and shall provide him with free access
1. Provided only where indicated.
to the work at all times.
1.3
RESPONSIBILITIES AND LIMITATIONS OF THE SPECIAL INSPECTOR
2. The proper depth, spacing and location.
D.
The Inspector shall make spot inspections of work in progress in an
A.
The Special Inspector is responsible to the Owner and the Enforcing
effort to detect deviations early. However, this does not relieve the
3. Provided in the time frame indicated in the Contract Documents.
Agency having jurisdiction for this Project. The Special Inspector and
contractor of responsibility for correcting deviations from the Contract
the authorized representative shall:
Documents discovered at any time.
G. Check that all foreign material is removed from forms or excavations
prior to concreting.
1. Become familiar with the specific structural components and systems they
E.
In order to assure timely and appropriate inspections, the Contractor
will be inspecting.
shall notify the Special Inspector of construction schedules and planned
H. Be on site at the start of each concrete pour requiring inspection by
operations a minimum of 24 hours prior to the time of the inspection.
this Plan. Remain on site for a sufficient time to confirm that
2. Develop a thorough knowledge of the applicable Contract Documents,
Reinforcing steel inspections shall be scheduled for at least one hour
concreting practices are proper and comply with ACI 301, ASTM C94 and
accepted submittals, and governing codes.
prior to concrete delivery.
other recognized industry standards, including the following:
3. Exercise good judgment.
F.
If any of the Contractor's work is not in compliance with the Contract
1. All reinforcing steel corrections are completed prior to casting
Documents, he may either correct it or submit to the Architect /Engineer
concrete.
B.
Prior to starting work, the Special Inspector shall provide to the Owner
a request for acceptance of the deviation.
and Structural Engineer a certified affidavit attesting that:
2. The first concrete truck of each type of concrete pour has the
G.
Construction that is not inspected and that cannot be inspected may
proper concrete mix number and strength and that the batch time
1. He is competent to provide the engineering services for the specific
require testing or removal as determined by the Structural Engineer.
leaves sufficient time to pour all concrete from the truck. Spot
type of structure,
check future trucks.
H.
If work is not in substantial accordance with the Contract Documents, or
2. He has reviewed the Contract Documents and understands their
if any construction is not inspected and cannot be inspected, the
3. The Testing Agency is on site for each type of concrete pour to
content and the concept conveyed therein.
Special Inspector will not be able to issue a Completion Statement and
test concrete as required by the Contract Documents, including
the building will not receive a Certificate of Occupancy.
mixing time, temperature, slump, and air content, and reports any
3. He has read the Structural Inspection Plan, understands its
concrete delivered that is not as specified. Check that addition of
intent and intends to comply with its requirements.
I.
Special Inspections do not relieve the Contractor of his responsibility
water to the concrete mix in the field complies with the guidelines
for compliance with the Contract Documents, any statutory or contractual
in the Contract Documents.
C.
The Special Inspector is responsible for inspecting the structure as
obligations, nor his responsibilities to carry out Quality Control
previously described. Reports shall identify work performed in general
Inspections and Testing. The Contractor has the sole responsibility for
4. Concrete is being conveyed from mixer to place of final deposit
conformance with the Contract Documents, as well as the location and
any deviations from the Contract Documents and shall bear the cost of
by recognized industry standards. Concrete is being placed
description of any deviations.
any required corrections. While the Special Inspector shall cooperate
continuously, or in a manner to avoid placing concrete against
with the Contractor, he shall neither direct the Contractor's work nor
hardened concrete, resulting in the formation of seams or planes of
D.
The Special Inspector is responsible for verifying that the work of the
be responsible for his construction means and methods.
weakness.
Testing Agency complies with the requirements of the Contract Documents.
1.6
OWNER REQUIREMENTS
5. Concrete is being consolidated and thoroughly worked around
E.
The Special Inspector shall visit the site at such frequency to satisfy
reinforcement, embedded items and into corners of forms, eliminating
himself that his representative's inspections comply with this Plan.
A.
The Owner shall arrange for the Special Inspector to receive all
air or stone pockets that may cause honeycombing, pitting or planes
appropriate Contract Documents, including two complete sets of all
of weakness.
F.
The Special Inspector shall dedicate his entire time on -site to the
Architectural and Structural Documents, including Drawings and
requirements of this plan and shall not perform other work, such as materials
Specifications, and the Geotechnical Report at the start of
6. Spot check that curing procedures comply with the contract
testing.
construction. He shall also ensure that the Special Inspector receives
documents, ACI 308, "Standard Practice for Curing Concrete" and
in a timely manner all Material Test Reports and two copies of all
other recognized industry standards.
G.
The Special Inspector shall call the Structural Engineer at least once
structural changes, revisions, addenda, etc.
each week to discuss details of the project and to confirm that he has
I. Inspect Expansion Anchors and Chemical Adhesive for Anchoring
up -to -date sketches and RFI responses.
B.
The owner shall retain a Geotechnical Consultant and Testing Agency as
Reinforcing Steel and Threaded Rods used to support work described in
required by the Contract Documents.
this plan as follows:
H.
The presence of the Special Inspector does not relieve the Enforcing
Agency, the Architect or the Structural Engineer of their
PART II INSPECTIONS
1. Verify hole diameter, depth, location, spacing, and edge
responsibilities. The Special Inspector shall not make design decisions
distance and confirm that hole has been thoroughly cleaned as
or interpretations of the Contract Documents.
2.1
GENERAL
required by manufacturer.
1.4
REPORTING
The following is a general Inspection Plan describing work to be
2. Verify that expansion anchors are properly tightened.
performed by the Special Inspector. The intent is to describe the
A.
The Special Inspector shall record progress, working conditions,
minimum requirements necessary to confirm that work complies with the
3. Verify that the epoxy type is proper for the application, such as
observations, testing, deviations from the Contract Documents, and any
Contract Documents. The following are not inspector check lists but
paste for horizontal holes. Verify that epoxy mixing and
required corrective action. He shall retain the records for a minimum
point out some critical areas requiring specific attention by the
installation comply with manufacturer's requirements.
of 7 years after completion of the project.
Special Inspector.
2.6 STEEL FRAMING AND MEMBERS
B.
The Special Inspector shall immediately notify the Contractor in person,
2.2
SPECIAL CONDITIONS /CRITICAL COMPONENTS
and the Architect and Structural Engineer by telephone, of materials,
A. Inspect all steel members and framing as required by the Contract
tests, equipment, workmanship or construction that:
A.
The existing structure is to be modified to incorporate the additions
Documents. Use both the Contract Documents and the Shop Drawings for
and modifications shown on the Contract Documents.
all inspections. Verify that all field welders are AWS Certified for
1. Does not conform to the Contract Documents, or
the type of welds being made.
B.
Connections to existing structure consist of several types of drilled
2. Is not inspected or tested and cannot be inspected or tested in
anchors. Prior to drilling holes for anchors the Contractor must locate
B. Structural steel shop inspections:
place.
existing reinforcing. The Inspector is to verify this operation is
being performed and that existing reinforcing is not damaged. The
1. The Contract Documents place responsibility for shop inspection and
The Special Inspector shall then immediately issue those exceptions in
Inspector must be familiar with the manufacturers installation
testing with the Fabricator's Quality Control Program. The Special Inspector
writing to those listed above and attach a copy to the daily Inspection
instructions for each type of anchor and carefully check the
shall become familiar with this Program.
Report.
installation of all anchors.
2. Review the Test Reports, verify Welder's Certificates, and spot
C.
The Special Inspector shall keep an exceptions file and review it on a
2.3
SHALLOW FOUNDATION PREPARATION
check specific conditions. Issue a report of all findings.
daily basis, updating as exceptions are rectified. If any exceptions
are not resolved in a timely manner, the Special Inspector shall issue a
A.
The Geotechnical Consultant or Testing Agency retained by the Owner
C. Field inspection of steel construction: provide all inspections required
non-compliance notice to the Contractor and shall copy the Enforcing
shall monitor and test backfill and compaction operations and shall
by the Contract Documents. Complete all inspections and verify
Agency, Owner's representative, Architect and Structural Engineer.
confirm that the subgrade preparation of all shallow foundations
compliance prior to concreting or concealment.
complies with the Geotechnical Report and the Contract Documents. He
D.
After each inspection, the inspector shall write and sign an Inspection
shall furnish the Special Inspector with Daily Reports as well as the
1. Check steel as received for possible damage during shipping.
Report. The Report shall include the following:
Completion Report required by the Contract Documents.
2. Check structural steel member sizes and grades.
1. The name and location of Project; name of Inspector; Permit Number;
2.4
SLAB -ON -GRADE PREPARATION
date; working conditions, including weather and temperature; and type and
3. Spot check member straightness, finish, and camber. Confirm that
location of work being performed.
A.
The Geotechnical Consultant or Testing Agency retained by the Owner
paint is only applied on appropriate surfaces.
shall monitor and test all slob-on-grade backfill and compaction
2. Details of each inspection, including the presence and activities of the
operations to confirm that subgrade preparation complies with the
4. Inspect setting of anchor bolts, embeds and other miscellaneous
Testing Agency.
Geotechnical Report and the Contract Documents. He shall furnish the
structural items for size, quantity and finish. Check the
Special Inspector with Daily Reports.
installation of column base plates for proper leveling, grout type
3. Note deficiencies in the work and any unusual circumstances affecting
and grout application.
the performance of work, including changes in materials or work sequence.
B.
Verify that subgrade disturbed by other trades is properly recompacted.
Place emphasis on recurring deficiencies.
5. Inspect all field connections and spot check shop connections.
2.5
CAST-IN-PLACE CONCRETE
Verify connection material sizes, configurations, and fit -up.
4. Identify corrections to deficiencies listed in previous reports.
A.
The Contractor shall notify the Special Inspector a minimum of 24 hours
a. Visually examine all field welds and spot check all shop
x
Since the Special Inspector does not certify that the Contract Documents
prior to the placement of any structural concrete.
welds for type, size, length, and quality. Verify that
are in compliance with the Governing Codes, all statements issued shall
specified testing is performed by the Testing Agency. Verify
refer to whether or not completed work is in substantial accordance with
B.
Verify that slab thickness is maintained at slab depressions and steps.
that welds are clean and free from slag and that rust protection
the Contract Documents.
has been applied as per Specifications.
b. Verify the type, size and quantity of bolts in all bolted
connections. Check that bolts are clean and lubricated, have
proper washers, and conform to the Specifications. Check that
bolt holes are the specified type and size. Spot check the bolt
tightening sequence.
6. Check headed stud anchors for size, length, spacing and welding
as required by the contract documents. Verify that shear connectors
are tested by testing laboratory.
D. Check all steel decks per SDI Specifications and as follows:
1. Deck type, size, gage, finish, accessories and reinforcement around
openings.
2. Spacing and type of all connections.
3. Welding procedures.
4. Weld size, shape, quality, rust protections and weld washers, where
applicable.
5. Screw size, type and finish and other connection to supports.
2.7 CONNECTIONS TO EXISTING CONCRETE:
A. Verify Contractor has located existing reinforcing in columns and beams
prior to drilling holes.
B. Verify correct type, size, length and quantity of embedded anchors are
installed.
C. Verify location, spacing, diameter and depth of holes drilled into
existing concrete.
D. Verify that holes have been properly cleaned.
E. Check embedded anchors are installed per manufacturers instructions.
2.8 MASONRY
A. Inspect all reinforced masonry per ACT 530, ACT 530.1 and as follows:
1. Spot check that materials are properly stored.
2. Workmanship.
3. Unit size, strength and weight.
4. Mortar and grout type, mixing and placement.
5. Placement of reinforcing steel and joint reinforcing, inserts, anchors
and other structural aspects.
6. Check cleanout areas to confirm that cells to be reinforced are clean
and free of all foreign material and that vertical bar is tied to dowel.
7. Control joint construction.
8. During grouting, verify that all cells are filled solid and that grout
is consolidated as required by the Contract Documents. If in doubt after
completion, check using a hammer.
9. Check connection of side or top of wall to supporting elements.
PART III TESTING AND SUBMITTALS
3.1 MATERIALS TESTING
A. The Testing Agency retained by the Owner shall perform all tests
described in the Contract Documents and shall provide a report of each
test of work described in this plan to the Owner, Contractor,
Architect /Engineer and Special Inspector.
B. The Special Inspector shall review all Material Test Reports upon
receipt and shall include in his report any results that do not comply
with the Contract Documents.
C. The Special Inspector may request the Owner's Representative to
authorize additional tests when appropriate.
3.2 STRUCTURAL SUBMITTALS
A. The Special Inspector shall review and become familiar with all
submittals. The Contractor shall provide the Special Inspector with one
copy of all structural submittals, excluding calculations, and all
accepted alternates for his record and use. All Shop Drawings and other
submittals referenced in this Plan shall contain evidence of review and
acceptance by the Contractor, Architect and Structural Engineer. As a
minimum, the following submittals shall be provided.
1. Reinforcing steel Fabrication and Placement Drawings and Bar Lists.
2. Concrete Mix Designs for each proposed strength and type of concrete.
3. Structural steel Fabrication and Erection Drawings, Mill Test Reports,
and Welder Certificates.
4. Steel Deck Piece and Erection Drawings.
5. Fabrication and Erection Drawings for embedded anchors, connection
plates, and all other structural metals.
•
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3501 Griffin Road
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(954) 266 -2700 Fx: (954) 266 -2701
sma@saltzmichelson.com
AA- 0002897
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BLISS & NYITRAY, INC.
CONSULTING ENGINEERS
Fla. Cert. No. El 674
51 S.W. LE JEUNE ROAD MIAMI, FLORIDA 33134
PHONE (305) 442 -7086 FACSIMILE (305) 442 -7092
www.bniengineers.com
George N. Khoury P.E. Fla. Reg. No. 55479
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TO THE BEST-_0,F-MY I;N.OWI_EDGE, -_TH PLANS
AND SPECIFICATIONS 60MI -LY • *�R, INE
APPLICABLE MINii.�lJln` °FIJIL01.1J ''C(:DES.
Project No.:
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(954) 266 -2700 Fx: (954) 266 -2701
sma@saltzmichelson.com
AA- 0002897
�i
BLISS & NYITRAY, INC.
CONSULTING ENGINEERS
Fla. Cert. No. El 674
51 S.W. LE JEUNE ROAD MIAMI, FLORIDA 33134
PHONE (305) 442 -7086 FACSIMILE (305) 442 -7092
www.bniengineers.com
George N. Khoury P.E. Fla. Reg. No. 55479
�q .
TO THE BEST-_0,F-MY I;N.OWI_EDGE, -_TH PLANS
AND SPECIFICATIONS 60MI -LY • *�R, INE
APPLICABLE MINii.�lJln` °FIJIL01.1J ''C(:DES.
Project No.:
2003 -160 / BNI 0331
Drawn By:
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Checked By:
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