HomeMy WebLinkAboutConcrete Repair Project SpecificationsSTRUCTURALENGINEERING PROFESSIONALS, INC.
Stnictural, Mechanical & Civil Engineefing Consultants
CONCRETE REPAIR
PROJECT SPECIFICATIONS
For
SANDS ON THE OCEAN CONDOMINIUM
3100 North Highway AIA
Fort Pierce, FL 34949
December 7, 2020
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Prepared By:
DPW Colston
FL P.E. #55501
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 8444060 ♦ Facsimile (561) 844-1001
www.struc-engineers.com
STRUCTURALENGINEERING PROFESSIONALS, INC.
_ �Qy Stnictural, Mechanical & Civil Engineeiliq Constiltants
Table of Contents
SCOPE OF WORK:
4
Units to Be Repaired:
4
General Procedure:
5
DEFINITIONS
6
SUBJECT AND PROPERTY LOCATION
7
ENGINEERING (GENERAL)
8
Inspections
8
Contractor Responsible for Means and Methods
9
Interpretation of Requirements
9
Reuse of Documents / Ownership
9
CONTRACTOR'S GENERAL REQUIREMENTS
9
Administrative Responsibilities
9
Permits, Fees, and Notices
10
Substitutions
10
Submittals
11
Pay Submittals:
11
Mobilization / Staging Area
11
Utilities
11
Public Construction Inspections:
12
Safety during the Project
12
Survey of Existing Conditions:
12
Product or Material Samples
13
Quality Assurance
13
Additional Work or Work Not Anticipated:
13
Acceptance of Substrate
14
Rain Days
14
As -Built Drawings:
14
Damage liabilities / Responsibilities:
14
CONCRETE REPAIR
15
Repair Materials
15
Fasteners:
17
Codes & Standards:
17
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2.d Concrete Specifications Page 2 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
St7-uctural, Mechanical & Civil Engtneeffing Consultants
Concrete Testing:
18
Concrete Curing:
18
General Concrete Repair Procedure:
19
Reinforcement Replacement:
20
Weather Walls:
20
Storm Protection:
20
Crack Repair:
21
STUCCO REPAIR
21
Inspection
21
Preparation
22
Cement Plastering (Stucco)
22
Moisture Retention and Curing
22
PAINTING
23
GLASS SLIDER REMOVALS:
23
Fasteners:
23
SHUTTER REMOVALS — INSPECTIONS & REPAIRS:
23
ALUMINUM RAILS
24
PROJECT CLOSEOUT
26
General
26
Prerequisites to Substantial Completion
26
Prerequisites to Final Payment:
26
Cleaning and Restoration of Property at Completion of Project:
27
WARRANTY
28
INCLUSION OF APPLICABLE PRODUCT SPECIFICATIONS:
28
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 8444060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 3 of 28
1 STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineei ing Consultants
SCOPE OF WORK:
This is the second phase of concrete repair Work at the Sands on The Ocean
Condominium, 3100 N. Hwy A1A, Fort Pierce, FL 34949. Work on Stacks X01 and
X06 are underway at present and will be wrapping up within a few weeks. This is a
follow-on project for the remaining balconies on the building. Work will primarily consist
of accomplishing structural concrete repairs on balcony decks, columns, beams, and
ceilings. In some cases, railings will be removed as part of the work and re -installed,
as will glass sliders on a case by case basis.
The scope of work to be performed under the terms of this contract includes furnishing
all materials, labor, services, utilities, permit fees, supervision, tools and equipment
required or incidental to the demolition, replacement and/or repair of identified existing
concrete elements. All measurements are to be verified in the field by the Contractor.
Units to Be Repaired:
Maps of anticipated damage are included as an attachment to this specification...
UNITS TO BE REPAIRED
STACK 2 STACK 3 STACK 4 STACK 5 STACK 7 STACK 8 STACK 9 STACK 10
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PH -A
PH -A
PH -A
PH -A
PH -A
PH -A
PH -A
PH -A
PH-B
PH-B
PH-8
PH-8
PH-B
PH-B
PH-B
PH-B
PH-C
PH-C
PH-C
PH-C
PH-C
PH-C
PH-C
PH-C
PH-D
PH-D
PH-D
PH-D
PH-D
PH-D
PH-D
PH-D
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 4 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, IN,C.
Structural, Mechanical & Civil Engineering Consultants
General Procedure:
1. Mobilize equipment and materials in locations approved by the Owner. Care
should be taken to minimize impact on traffic and impedance on common areas
of the condominiums.
2. The contractor shall accomplish a written Pre -Condition Survey of each balcony
prior to any work being done. A copy of the survey along with video or photo
records of this inspecition should be provided to the Engineer and to the Owners
prior to starting actual repairs. This would include conditions of glass sliders,
railings, shutters and accessories on the balcony.
3. Protect all .building components effected by the Work (e.g. railings, shutters, light
fixtures, roofing membranes, carpeting, elevators, landscaping / sod) from
potential damage caused by the construction project.
4. Shutter / Track Removals - Where required, removed shutter assemblies or track
assemblies as directed by the engineer. (See Shutter Section within this
document). A prior inspection of shutters and report of condition is required
before any shutter is to be removed. Shutters should be wrapped, marked and
stored on site.
5. Sliding Glass Door Removals - If required, remove, mark, protect, and store on -
site existing glass sliding door (SGD) assemblies. In case of SGD removals, a
plywood and lumber weather wall (See Included Sketch) shall be installed
sufficient to protect the interior and to act as a dust barrier. Engineer shall be
consulted prior to any SGD removals. SGD's shall be installed in accordance
with original NOA's or at the Engineer's direction.
6. Tile / Overlay Removal - Engineer will mark areas of tile or decorative finish
removal. Contractor to Remove and dispose of tile, finishes and membranes
down to the structural deck, including grinding any adhesives or mortar that may
exist for all areas scheduled and/or selected for concrete repair.
7. Install shoring as required by the Engineer and call for inspection. See shoring
plan on included drawing. Shoring to remain in place until concrete has reached
95% of its design strength or until specific approval from the Engineer in writing.
8. Railings Removals - In cases of railings removed and reinstalled, they shall be
installed IAW with original drawings, maintaining a minimum top rail height of 42"
For rail post to be embedded, form a pocket and utilize Sonopost epoxy grout.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 5 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, A4echanical & Civil Engineering Consultants
9. Repair deteriorated/spalled concrete elements (e.g., decks, columns, edges,
overhead ceiling etc., at locations designated by the Engineer and in accordance
with these specifications. Engineer will advise and approve the limits and
extent(s) of repair excavations. Use only materials per this specification
unless specifically approved by the Engineer.
10.Other Areas of Stucco Repair: Repair of cracked, deteriorated, and/or
delaminated stucco at areas not associated with concrete repairs, as
directed/identified by the Engineer and in accordance with these specifications.
The Engineer shall advise and approve the limits and extents of stucco
repairs during construction inspections.
11.Apply (Engineer approved) migrating corrosion inhibitor (MCI) onto (selected)
new and/or existing balcony/floor slab surface(s) (2 applications).
12. Inspect for water ponding and provide for positive drainage on all repair areas
as required. Utilize flash patch as directed by the Engineer.
13.Apply a Urethane Waterproofing Membrane (MasterSeal 1500).
14. Paint Repaired Areas (Columns, Edges, Etc): Preparation, Priming, and Painting
of all exterior repair areas (to match existing paint color) in accordance with paint
manufacturer's specifications.
15. Clean and remove debris from the site on a daily basis and as per this
specification.
DEFINITIONS
The term "Owner" or "Association" is hereby defined as the Sands on The
Ocean Condominium Association, Inc., 3100 N. Hwy Al A, Ft. Pierce, FL
34949 or their appointed representative or agent.
2. The term "Engineer" is hereby defined as Structural Engineering
Professionals, Inc. or their duly appointed representative or agent.
3. The term "Contractor" is hereby defined as Structure -Con LLC, Okeechobee,
FL or their duly appointed representative. The term "Subcontractor" refers to
companies, firms, or organizations working for the Contractor.
4. The term "Work" as used herein shall include everything required of the
Contractor to fully perform the scope of the Contract and Specifications fully and
faithfully.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 6 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineering Consultants
5. The term "Contract Documents" as used herein shall include all contracts,
specifications, bids, drawings, material or product specifications, addendums,
etc. that are utilized for the Work.
6. The term "Supplier" as used herein, includes any firm or organization furnishing
or delivering products directly to the job site -and because of such direct delivery,
could be construed and the lien laws of the State of Florida as having lien rights
against the project. Suppliers or material and equipment delivering to the
contractor or Subcontractor on an open account basis and not having lien rights
on the work, will not be Suppliers within the meaning of this Specification and/or
contract.
7. The term "Project Schedule" shall mean the project schedule that the Owner and
Contractor have agreed upon which must be approved prior to the
commencement of the Work.
8. Where "request', "approval", "satisfactory", and similar words appear, it is the
written request, approval, or satisfaction of the Engineer that is intended.
9. Where "complete" is used, it shall mean complete with all connections, supports,
attachments, and incidental items necessary for a finished and properly operating
assembly or installation.
10.The term "furnish" shall be interpreted to supply, install, and test complete and
ready for beneficial operation by the Owner.
11.The term "install" shall be interpreted to supply, mount, connect, and test,
complete and ready for beneficial operation by the Owner.
12. The term "provide" shall be interpreted to furnish, install, and test, complete and
make ready for beneficial operation by the Owner.
SUBJECT AND PROPERTY LOCATION
Sands on The Ocean Condominium Assocation, Inc.
3100 N. Highway A1A
Fort Pierce, FL 34949
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
www.struc-enaeers.com
Sands of the Ocean 2nd Concrete Specifications Page 7 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineering Consultants
ENGINEERING (GENERAL)
Inspections
All required engineering inspections are to be scheduled with Engineer a minimum of 48
hours in advance. Failure to do so can result in delay of work or denial of item to be
inspected.
1. During onsite engineering inspections, the Engineer shall review any work
underway, regarding work locations, methods, shoring, forms, safety, property
protection, concrete placements, proper curing of newly placed concrete, Owner
concerns, or any other items as appropriate.
2. EXCAVATION LIMITS: The Engineer shall inspect and approve all limits of
concrete removal and all steel reinforcement repairs. The engineer shall verify
contractor measurements and approve or disapprove, as required, all contract
chargeable quantities for all repairs.
3. APPROVAL TO PLACE CONCRETE: The Engineer shall inspect all areas prior
to concrete placement and give written approval, for all concrete placements.
The Engineer shall inspect all prep work, including forms, shoring, safety, steel
bar repairs, and any adjustments to excavation limits.
4. PLACEMENT OF CONCRETE: The Engineer may inspect bag -goods concrete
placements at their discretion. Contractor is responsible to make Engineer
aware of all concrete placements at least 48 hours in advance.
5. CERTIFICATION AND TESTING: The Engineer shall be present for all
certification inspections by product manufactures or installers as well as any
testing, formal or informal, to exhibit proper installation of materials.
6. FINAL: The Engineer shall inspect and approve the completion of all repairs,
including any correction or punch list items for each work area as appropriate.
7. The Engineer reserves the right to require additional inspections at various times
throughout the project.
Approvals
1. The Engineer, when satisfied with the Work, shall approve the Work in writing.
2. The Engineer shall determine at his sole discretion any disputes regarding
reasonableness of workmanship.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 8 of 28
5-M. STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stnichiral, Mechanical & Civil Engineering Consultants
Contractor Responsible for Means and Methods
The primary purpose of the Engineer's visits at the site will be to provide the Owner a
greater degree of confidence that the Work is being completed in accordance with
requirements and specifications. On the other hand, the Engineer has no authority
over nor responsibility for the Contractor's means, methods, techniques,
sequences, or procedures, so long as they do not conflict with the approved
specification. The Engineer is not responsible for safety precautions and programs or
for any failure of the Contractor to comply with laws, rules, or regulations.
Interpretation of Requirements
The Engineer shall act as initial interpreter of the requirements of the Contract
Documents and judge the acceptability of the Contractor's Work there under, making
decisions in writing on all claims of Owner and Contractor relating to acceptability of the
interpretation of requirements. Accordingly, the Engineer shall not be liable for the
results on any such interpretations or decision rendered in good faith.
Reuse of Documents / Ownership
All Contract Documents prepared and furnished by the Engineer are instruments of
service in respect to the current Project. Engineer retains ownership and property
interest herein whether or not the Project is completed. The Owner may make and
retain copies of such in connection with the use of the Project. However, such
documents are not intended or represented to be suitable for reuse by the Owner,
Contractor, or others on extensions of the Project or on any other project.
CONTRACTOR'S GENERAL REQUIREMENTS
Administrative Responsibilities
The Contractor shall be responsible for the on time maintenance of the
construction Project Schedule and general supervision of the Work to be
performed. If for any reason the Project Schedule is to change, the Contractor is
responsible to update the Project Schedule and submit revisions to Engineer and
Owner. This does not alter in any way performance or completions dates as
stipulated by the Contract.
2. The Contractor shall cooperate with and assist the Subcontractors in the
preparation of construction, progress and procedures, Project Schedule,
deliveries, and their effect on the overall Project progress and completion. The
Subcontractors shall cooperate in getting their work and the Work of their
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 9 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stnictural, Mechanical & Civil Engineering Consultants
subcontractors completed according to the Project Schedule as prepared and
maintained by the contractor. Each Subcontractor shall immediately notify the
Contractor of any delay in delivery of products or the Project Schedule date of
completion that may affect the total progress of the construction.
3. The Contractor shall verify grades, lines, levels, and dimensions as shown on the
drawings and shall report errors and inconsistencies discovered in the
information furnished to Engineer.
4. The Contractor shall supply all labor, materials, and equipment necessary for the
proper and total completion of the required Work as per the Engineer's
specifications.
Permits, Fees, and Notices
Except as specifically approved by the Owner in writing, the Contractor shall
secure and pay for all licenses as may be necessary for the proper execution and
completion of his Work, which are applicable at the time the bids are received
whether or not effective or scheduled to go into effect, and shall obtain and pay
the cost of any approvals, permits, and fees that may be required by local
authorities. (Fees to be reimbursed by Owners)
2. Contractor shall .pay all applicable sales, consumers and use taxes.
3. Contractor shall qualify and obtain all required permits. All Subcontractor permits
are to be secured by the Contractor or Subcontractor as the Contractor may
determine and are to be verified by the contractor.
4. A copy of all required permits, licenses, certificates, and approvals shall be
delivered to the Engineer and a copy shall be posted in a prominent location at
the Project site prior to the commencement of the Work.
5. The Contractor shall give notices and comply with laws, ordinances, rules,
regulations, and orders of public authority bearing on the performance of his
Work. If the Contractor observes that the Contract Documents are at variance
therewith, he shall promptly notify the Engineer in writing and necessary changes
shall be adjusted by appropriate notification. If the Contractor performs any Work
knowing or should have knowing it to be contrary to such laws, ordinances, rules
and regulations, and without such notice to the Engineer, the Contractor shall
assume full responsibility and shall bear costs attributable thereto.
Substitutions
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 10 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Str-�cctural, Mechar2ical F� Civ1l Enganeet7ng Consultants
The Engineer will consider formal requests from the Contractor for substitution of
products in place of those specified, except in cases of items specifically followed by the
words "no substitutions". Such written request should include the following:
1. Complete data substantiating compliance with contract intent.
2. Product identifications, manufacturer's literature, reference standards.
3. Detailed description of proposed method.
4. Itemized comparison of proposed substitution with specified product.
5. Changes to construction Project Schedule, if any.
6. Accurate cost comparisons between substitute and that specified.
7. No substitution shall be used without prior Owner's and Engineer's written
approvals.
Submittals
The Contractor shall submit with a letter of transmittal to the Engineer tow (2) sets of
checked and approved product specifications for materials and components to be
installed and not specified herein for the Engineer's review and written approval. Any
materials order without the Engineer's written approval shall not be used on the Project
and shall not be paid for by the Owner.
Pay Submittals:
All pay submittals shall be presented using AIA G702 or similar format such that project costs
and per cent complete can be tracked.
Mobilization /Staging Area
The Contractor is to submit his requirements for a staging area to the Owner for written
approval prior to starting Work. The Owner shall then provide Contractor with a suitable
area for use. At the end of each working day, all equipment, ladders, materials,
supplies, vehicles, etc. must be returned to the staging area and working area left clean.
Protection of this area is the sole responsibility of the Contractor and it shall be left in a
clean, safe, and acceptable manner.
Utilities
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2 d Concrete Specifications Page 11 of 28
�� � STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Sh-tictural, Mechanical & Civil Engineering Consultants
The Contractor may use at no cost to the Contractor water and electricity available on the
Owner's property for the performance of the work. The Contractor at his expense shall
provide utility requirements beyond those available on site.
Public Construction Inspections:
Contractor shall determine requirements for and obtain inspection of all work and trades
as necessary and as required by the local building official(s).
Safety durinci the Project
1. Contractor shall at the end of each work day, secure and properly store all
equipment, machinery, materials, etc.
2. Contractor shall maintain material storage and work areas in a clean and safe
condition and remove from the site, on a daily basis trash and debris, flammable
cloths and discarded materials that could support combustions. All debris and
rubbish must be placed in approved dumpsters on a daily basis and dumpsters
emptied as required on a regular basis.
3. Contractor shall at all times strictly comply with the 2017 Florida Building Code —
Chapter 33 (Safeguards During Construction), and O.S.H.A. regulations and
requirements including fall safety and eye, hearing, and respiration requirements.
4. All stage, scaffolding, or lifting devices to be used by the Contractor shall comply
with O.S.H.A. requirements and must be in good working order.
5. Contractor shall keep on hand on each stage and in each work area at least on
5-pound CO2 fire extinguisher for quick access or more as O.S.H.A may require.
6. The Engineer shall have the right (with cause) to stop Work on the Project should
he believe an unsafe condition exists until such condition is corrected at no cost
or delay to the Owner.
Survey of Existina Conditions:
Prior to commencement of repairs at the Work area, the Contractor shall examine and
provide photo documentation or video records of all existing damage of building
elements. This would include at least a survey of railings, enclosures, windows, doors,
landscaping etc. to determine their condition before the Work begins. In addition, the
Contractor shall report any damage to the Owner and its surrounding property caused
by the work as each incident occurs. The Contractor shall repair or replace any
damage property to the condition it was at the start of construction.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2.d Concrete Specifications Page 12 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineering Consultants
Product or Material Samples
The Contractor is responsible for providing product or material samples to the Owner
upon request. This may include demonstration or sample application of products,
materials, and equipment.
Quality Assurance
1. The Contractor shall use adequate numbers of supervisors and skilled workers
who are thoroughly trained and experienced in the necessary crafts and who are
completely familiar with the specification requirements and methods needed for
proper performance of with Work in this specification.
2. Work shall be carried out in such a way as to minimize any inconvenience to the
Owner. The Contractor shall maintain a full work force from start to finish and
shall have a qualified foreman on the job at all times.
3. The Contractor shall provide the Owner recent certificates of insurance,
indemnifying the Owner including, but not limited to the following: WORKMAN'S
COMPENSATION, BODILY INJURY, and PROPERTY DAMAGE. There shall
be no lapse in coverage throughout the course of the Project.
4. The Contractor, having started the Work, will continuously and expeditiously
proceed with its prosecution until completion in strict accordance with the Project
Schedule.
5. Quality assurance representatives from the product manufacturers and/or
suppliers that are included in these specifications, but not limited to, shall make
periodic inspections before, during, and upon completion of the Project. Copies
of each inspection shall be submitted to both the engineer and Owner within five
(5) working days.
Additional Work or Work Not Anticipated:
1. All Work anticipated to be performed on this Project is included at no extra cost,
or separate pricing must be provided for in the contract, or a contract addendum,
or approved by the Owner in writing.
2. Any additional Work requested or unanticipated Work needed must be brought to
the attention of the Engineer in writing as a change order before doing the Work.
Any questions regarding pricing for the Work must be resolved before actually
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
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Sands of the Ocean 2nd Concrete Specifications Page 13 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stnictural, Mechanical & Civil Engineering Consultants
performing the Work. The Contractor shall have the opportunity to propose
pricing for any such Work not covered by contract. Any such Work should only be
performed upon acceptance of the proposed pricing by the Owner(s) or the
Engineer in writing.
3. The Owner(s) are not obligated 'to make payments for any such Work performed
that is not provided for in the contract, or a contract addendum, or approved by
the Owner(s) in writing.
Acceptance of Substrate
The Contractor's application of any products on a surface or substrate shall constitute
the contractors full acceptance of the condition of the surface as sound and appropriate
to receive the product(s) applied. Defective Work resulting from unsound or
unacceptable surfaces or substrates shall be repaired at the Contractor's sole expense,
including repairs or corrective action required of the surface or substrate.
Rain Days
Rain days and delays associated to them shall be documented in writing and forwarded
to both the Engineer and the Owner for written approval within 5 working days of the rain
day.
As -Built Drawings:
The Contractor shall prepare and submit to the Engineer and Owner a set of drawings
indicating the "as built" conditions for each area of the building repaired. These
drawings will indicate locations, dimensions, quantity, and type of repair material
utilized.
Damage liabilities / Responsibilities:
1. The Contractor will be held solely responsible for the protection of the Owner's
property, including all balconies, screens, windows, shutters, walkways,
shrubbery; parked vehicles, and any other property in the area from damage.
Contractor shall provide adequate covering and protection required during
the Work.
2. The Contractor will be held responsible for securing and restricting free access to
Work areas where Work is being performed. The Contractor must notify the
condominium in writing when and if any Work areas cannot be safely secured at
the end of each workday.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2nd Concrete Specifications Page 14 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineelzng Consultants
3. If, for purposes of cleaning up at project completion, Contractor desires to apply
paint over concrete and/or coating splatter on any existing surfaces (i.e.: railings,
enclosures, etc.) as part of cleaning or repairing of exterior damages, Contractor
is responsible to obtain and shall not proceed unless Contractor is granted
Owner's prior written approval.
4. The Contractor will be held responsible for repairing damages caused by
carelessness or lack of protection while performing the work identified in the
scope of work and work items list. Contractor must anticipate and provide
adequate protection for hidden electric conduits, water and phone lines, etc. as
required during the work. The Engineer shall determine any question regarding
Contractor's responsibility to repair damaged electrical conduits, water and
phone lines, etc.
5. The Contractor will also be responsible for the cleanup involved in the work
outlined in this specification, and his employees during the performance of their
labor.
6. The Engineer shall determine any disputes regarding the reasonableness of
repairs.
CONCRETE REPAIR
Repair Materials
A preliminary list of material requirements for this project is shown below. Any changes
to this specification shall be submitted to the Engineer for specific written approval.
Approved materials must be used in accordance with manufacturer's application
guidelines.
1. New ready mix concrete materials shall meet the following minimum requirements:
a. Cement content >_ 560 lbs./yd., W/C. ratio <_ 0.40
b. Total water soluble chloride ion (CI) contents 0.05% by weight of cement
c. No concrete shall be cast -in place, which is in excess of 90 minutes from the
ticketed batch time.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
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Sands of the Ocean 2.d Concrete Specifications Page 15 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stfizcctural, Mechanical £� Civil Engineering Consultants
d. The Contractor shall follow the recommendations of the ACI 305R-91 "Hot
Weather Concreting" when the relative humidity is less than the corresponding
concrete temperatures of the intended placements.
2. New polymer modified concrete materials shall meet the following minimum
requirements:
Tensile bond strength, 28 days, ASTM C-882m > 4000 psi
Shrinkage, 28 days, ASTM C-157 < 0.06 %
Rapid chloride permeability, ASTM C-1202 < 1000 coulombs
3. Admixture Requirement — W.R. Grace corrosion -inhibitor DCI-S in the amount of 2.5
gals / C.Y. is a requirement of any design mixtures utilized in the project.
4. Additional aggregate for repair material extension shall meet ASTM C33 and certified to
be non -reactive. Certification of non -reactive aggregate shall be submitted for the
Engineer's written approval prior to use.
5. New reinforcing steel shall be ASTM A615, grade 60.
6. The following Design Mix is specifically approved for use: Rinker P/C 1177769
7. The following named bag materials are specifically approved for use. The
Contractor shall submit to the Engineer for review and acceptance concrete mix
designs, manufacturer's product information and manufacturer's installation
instructions for all other materials to be utilized.
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Sands of the Ocean 2nd Concrete Specifications Page 16 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineering Consultants
Approved Repair Materials
Application Repair Product
Partial & Full Depth Slab, Sikacrete 211 SCC Plus
Beam, Columns
Horizontal Repairs I I Sikacrete 211 SCC Plus
Vertical / Overhead Repairs SikaQuick VOH
Bonding Agent 7 Anti Sika Armatec 110
Corrosion EpoCem
Epoxy Gel for Doweling Bars Sika AnchorFix-2
Wall Cracks Sikaflex-15 LM
LV Epoxy for Gravity Feed or Sikadur 35, Hi -Mod LV
Crack Injection
Fasteners:
Comments
Thorough mixing with
forced -action mixer is
required
Mix thoroughly; cure
immediately after
finishing
Mix thoroughly; cure
immediately after
finishing
Add no water; apply
two 10 mil coats; max
open 24 hr.
Ensure no air gaps
Excellent for moving
joints in vertical
applications
Prep surface of crack
thoroughly
All exterior driven concrete fasteners shall be Elco Aggre-Gator 300 series fasteners.
For non-structural applications; metal to metal, 316 stainless steel fasteners shall be
utilized.
Codes & Standards:
Repair work under this specification shall be accomplished in compliance with the
following codes, specifications and standards, except as otherwise specified:
1.
Florida Building Code (2017) Edition 6.
2.
ACI 301
"Specification for Structural Concrete"
3.
ACI 311
"Recommended Practice for Concrete Inspection"
4.
ACI 318
"Building Code Requirements for Reinforced Concrete"
5.
ACI 347
"Recommended Practice for Concrete Formwork"
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Sands of the Ocean 2nd Concrete Specifications Page 17 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stnictural, Mechanical & Civil Engineering Consultants
6. ACI 304R "Guide for Measuring, Mixing and Placing Concrete"
7. ICRI — Guideline No. 03731, "Guide for Selecting Application Methods for the
Repair of Concrete Surfaces"
Concrete Testing:
Contractor shall retain an engineering testing laboratory at his expense to perform all
concrete testing. The testing laboratory shall conform to the applicable requirements of
ASTM C 1077 and shall be inspected and accredited by the Concrete and Materials
Engineering Council, Inc. or an equivalent national authority. The agent of the testing
laboratory performing field samples shall be certified by the American Concrete Institute
as a Technician Grade 1 or be equivalent or shall be a licensed professional engineer.
Testing shall be performed as described hereinafter for each 10 yards of fresh concrete or
fraction thereof placed at the project but for not less than one set for each day's concrete
placement.
1. Compression and Strength Tests: Each test shall consist of four (4) standard 6" x 12"
cylinders, one cylinder tested at the age of 3 days, one at the age of 7 days, and 1 at
the age of 28 days. The remaining cylinder shall be held in reserve. Samples for
compression testing shall be secured in accordance with ASTM C 172. Specimens
made to check adequacy of design strength or as a basis for acceptance of concrete
shall be in accordance with ASTM C 31. Strength tests shall be in accordance with
ASTM C 39.
2. Slump Tests: Tests for slump shall be made a place of deposit and in accordance with
ASTM C 143.. Slump shall be reported on test reports to the Engineer.
Except as otherwise directed, the laboratory shall send a minimum of two copies of test
reports to the Owner, Engineer and Contractor.
Concrete Curing:
1. All repair areas shall be covered and maintained damp by frequent spraying with water
for at least 5 days or an application of BURKE "Aqua Resin" membrane curing
compound or equivalent (approved by the Engineer) after finishing in accordance with
the manufacturer's instructions and recommendations.
2. All concrete shall cure a minimum of 28 days or testing show that the concrete has
reached at least 80% of its design strength, prior to application of any coatings or
finishes.
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Sands of the Ocean 2nd Concrete Specifications Page 18 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stnichiral, Mechanical & Civil Engineetzng Consultants
3. An observation shall be conducted by the Engineer prior to application of any coatings
on the concrete. Any cracks in the repair areas shall be repaired in accordance with
the requirements for crack repairs. Repair of cracks shall be at no additional cost to
the Owner.
General Concrete Repair Procedure:
Concrete repairs will be accomplished in accordance with International Concrete Repair
Institute standards as described below.
Concrete repairs shall be provided for areas identified with spalling,
deterioration, and unacceptable concrete.
2. Remove all loose, spalled, and unsound concrete in the area of
deterioration. Areas to be repaired must be clean, sound and free of
contaminants. All loose and deteriorated concrete shall be removed by
mechanical means approved by the Engineer.
3. The area of concrete to be removed shall extend along the length of the
reinforcing, beyond the limits of the reinforcing deterioration a minimum of
2" into sound concrete.
4. Concrete shall be removed completely around the reinforcing steel
providing a minimum clearance of W between reinforcing and remaining
concrete.
5. Saw cut the perimeter'/2" minimum perpendicular or slightly undercut to the
concrete surface at the limits of the repair to prevent feathering. Do not cut
any reinforcing except as accepted by the Engineer.
6. Chip concrete substrate to obtain a surface profile of 1/8" in depth with a
new fractured aggregate surface.
7. Occasional excess excavation performed for the Contractor's convenience
will be acceptable, but not billable.
8. Application of repair material shall not be less than Y2".
9. Remove all rust and scaling of reinforcing thoroughly by sandblasting
-Preferred Method. Alternate Method - Removal of rust by wire -
brushing (Requires approval by the Engineer).
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Mp
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineei ing Consultants
10. The prepared concrete surface shall be saturated surface dry (SSD), but
free of standing water.
11. Apply a coat of bonding agent as specified herein covering all exposed steel
and concrete surfaces.
12. While scrub coat is still wet, place repair concrete in accordance with ACI
301 and manufacturer's specifications.
Reinforcement Replacement:
Any questionable placement of the existing steel, as placed in the original
construction, should be brought to the attention of the Engineer.
2. All reinforcing with deterioration of more than 15% of the original bar
diameter, as determined by the Engineer, shall be replaced.
3. To permit lapping of the new reinforcing steel, the concrete shall be
removed along the length of the reinforcing a minimum of 40 diameters
beyond the deterioration into sound concrete to permit splicing of the
reinforcing. Minimum lap splice overlap area as follows: #3 bars- 15", #4
bars- 20", #5 bars- 25", #6 bars- 30' and #7 bars — 35".
4. After the reinforcing has been prepared, lap the new reinforcing beside the
entire length of the exposed reinforcing. Secure in place with the wires.
Weather Walls:
Plywood and lumber Weather Walls to only be constructed at Engineer's Discretion and
Direction. Weather wall to be constructed as designed in the included weather wall
detail. Weather wall installation duration will have a maximum period of six weeks.
Extra time may be granted if a written request is submitted to the Owner and Engineer.
Engineer shall be consulted prior to the removal of any weather wall.
Storm Protection:
In the event of an approaching Hurricane or Tropical Storm, and as directed by the
Engineer and/or Owner, the Contractor shall provide storm protection covering at all
masonry openings where shutters and/or bottom shutter tracks have been removed, or
the shutters cannot be closed for the duration of the hurricane season. The minimum
protection shall be %" CDX sheathing. Contractor shall minimize penetration of the
walls and surrounding elements for the attachment of the protection. Contractor shall
repair all damage resulting from the installation and removal of the protection system.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
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Sands of the Ocean 2nd Concrete Specifications Page 20 of 28
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural,. Mechanical & Civil 8
En ineerin Consultants
Engineering
Crack Repair:
1. Crack repairs will be performed for all areas identified by the Engineer.. Cracks,
which are a direct result of new concrete placement or Contractors' means or
methods, will be repaired at no additional cost to the Owner.
2. Remove all loose and unsound concrete within and adjacent to the crack.
3. For gravity feed applications of topside horizontal cracks, v-notch the surface of
the crack with a mechanical router or hand chipping tool to a maximum width of
'/". Remove loose debris. Substrate may be dry or damp but must be clear of
standing water prior to product application. Where it is determined the crack is
through the full depth of the slab, seal the underside of the crack with Epoxy Gel
as listed above to act as a dam to hold the liquid epoxy resin adhesive until cured.
Maximum application thickness of epoxy Gel not to exceed 1/4". Pour Epoxy
Binder into the v-notch until the crack is completely filled, adding more resin as the
product penetrates. Allow to cure and finish grind.
4. For pressure injection applications, remove loose and deteriorated materials for 1
inch on each side of the crack. Assure surfaces are sound, clean, and free of all
bond -inhibiting materials including oil, dust, and dirt. Blow the crack clean with oil -
free compressed air. Surfaces must be dry or damp, and free from standing water.
Install injection ports with Epoxy Gel, directly to the crack. Using a putty knife,
force the material against the concrete and around the injection port, sealing the
surface of the crack. Allow the gel to cure before pressure injecting the crack with
Epoxy Binder using standard pressure injection equipment.
STUCCO REPAIR
Inspection
1. Before plaster is applied, surfaces to be plastered shall be carefully examined by
the Contractor. The Engineer shall be notified of unsatisfactory surfaces or
conditions. Application of plaster shall not proceed until any imperfections,
irregularities and unsatisfactory conditions that may compromise the final finish
shall be corrected and ready to receive work.
2. Proceeding with the application will constitute acceptance of the substrate by the
Contractor. Any corrective effort required to correct the substrate after
application of the stucco will be at the Contractor's sole expense.
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p STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stncctural, Mechanical & Civil Engineea�ing Consultants
a. Masonry: Verify joints are cut flush and surface is ready to receive work
of the Section. Verify no bituminous or water repellent coatings exist on
masonry surfaces that would affect the adhesion of the stucco finish.
b. Concrete: Verify surfaces are flat, honeycomb is filled flush, and the
surface is ready to receive work of this Section. Verify no bituminous,
water repellent, or form release agents exist on concrete surfaces that are
detrimental to plaster.
c. Grounds and Blocking: Verify items within walls for other Sections of
work have been installed.
Preparation
1. Limits of stucco and counter flashing removal shall be saw cut to permit
installation of new counter flashing with minimum four inch coverage over top of
base flashings. Remove all stucco material and sheet material below saw cut.
2. Roughen and clean masonry and concrete surfaces to the degree required to
achieve mechanical bond. Apply bonding agent where needed for adhesion.
Surfaces to receive stucco shall be damp without visible surface water.
Cement Plastering (Stucco)
1. Cement plastering shall be 2-coat work, thickness to match existing.
2. Mixing: Use mechanical mixers of approved type. Keep mixer and tools clean.
Re -tempering will not be permitted.
3. Scratch Coat: Shall be mixed by volume as follows: One part Portland cement, 3
parts sand, 10 percent lime. Scratch coat shall be applied with pressure and
heavily cross -scratched.
4. Finish Coat: Shall be mixed by volume as follows: One part white Portland
cement, 3 parts sand, 10 percent lime.
Moisture Retention and Curing
1. Dampen previous plaster coats, which have dried out prior to time for
applications of next coat. Dampen with water as required for uniform suction.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Engineering Consultants
The contractor is responsible for determining the most effective procedure for
curing and time lapse between applications of coats based on climatic and job
conditions.
PAINTING
A painting sample will be provided by the Association for the contractor to use.
GLASS SLIDER REMOVALS:
The Engineer shall identify and advise individual sliding glass door assemblies
which are to be removed and reinstalled. Glass sliders may be reinstalled at the
discretion of the Engineer and the local building official provided they are in "good
condition". All glass sliders shall be reinstalled IAW the original NOA's if possible or as
directed by the engineer. New door tracks if required, shall be Set in a Continuous
Mortared "Mud Bed"); Installation shall include NEW PT Wood Bucks (Where
Required).
Repairs: Installation of NEW Door -Rollers, Locks and Handles, Bottom Rail Felts and
Gaskets; shall be at the option of the individual Owners, unless required by the
Engineer.
Fasteners:
Unless otherwise specified and approved by the Engineer, All new metal to metal
fasteners used and/or required to reinstall the sliding glass door assemblies shall be
316 series stainless steel fasteners. All concrete fasteners used and/or required to
reinstall the sliding glass door assemblies shall be Elco Aggre-Gator 300 Series
Stainless Steel Fasteners.
SHUTTER REMOVALS — INSPECTIONS & REPAIRS:
Engineer shall identify and advise individual shutter track assemblies which are to be
removed and reinstalled. Where required, contractor or his qualified subcontractor will
remove, mark and/or identify, protect, store on -site, and reinstall existing Shutter
assemblies (including end terminations, attachment clips, concrete fasteners.
Before removal, shutters should be inspected for broken rollers, blades, handles, etc
and a written report presented to the Engineer and Board of Directors. Upon
authorization of repairs, and once repairs are completed, shutters will be re -installed
IAW original NOA's or as directed by the engineer.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stnictural, Mechanical & Civil Engineetzng Consultants
Unless otherwise specified and approved by the Engineer, All new metal to metal
fasteners used and/or required to reinstall the shutter assemblies shall be 316 series
stainless steel fasteners. All concrete fasteners used and/or required to reinstall the
shutter assemblies shall be Elco Aggre-Gator 300 Series Stainless Steel Fasteners.
ALUMINUM RAILS
Aluminum Structure(s) Design Requirements
Any replacement guardrails, and other components to be designed in strict accordance
with the provisions of the 2017 Florida Building Code. Calculations and/or shop
drawings submitted must include applicable wind loads for the building, minimum design
loads per code, and proper or minimum requirements of the building to receive the
loadings from the railing system (i.e. embedment depth, grout strength, edge distance,
etc.). The maximum possible loading should be applied to individual components and
continued through a logical load path. Also, calculations and/or shop drawings are to
include all attachment details for all railing components to one another and to the
existing building.
Elco Aggre-Gator 300 Series Stainless Steel Concrete Anchors shall be used for
the attachment of the aluminum screen enclosures to the building. Vacuum all
fastener holes and fill with polyurethane sealant prior to insertion.
All metal to metal fasteners shall be 316 series stainless steel.
Aluminum Structure(s) Painting and Coatinq Requirements
All new aluminum structures including hand/guard rails and integral parts for the
enclosures are to be coated using Kynar 500 PVDF with an Amorphous Chromium
Phosphate Pretreatment in accordance with AAMA 2605-13 "Voluntary Specification,
Performance Requirements and Test Procedures for— SUPERIOR PERFORMING
ORGANIC COATINGS ON ALUMINUM EXTRUSIONS AND PANELS". Data and test
reports of chosen coating to be submitted along with engineering calculations and site
specific drawings for all aluminum structures. Additionally, all drawings need to include
painting or coating type, and any special requirements to conform with AAMA 2605-13,
and any other pre -determined requirements from the design engineer.
All aluminum structure coatings to bear a manufacturer's or installer's unconditional 10
year (10) year warranty (to the Association) on all extruded aluminum, structural
aluminum, and attachment components (such as screws, fasteners, bolts, nuts, shims,
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical & Civil Enganeerzng Consacltants
clips, angles, etc.) against all forms of bubbling, peeling, rusting, signs of corrosion,
chalking, or any other form of aesthetic degradation of the coating.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
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PROJECT CLOSEOUT
General
Closeout is hereby defined to include general requirements near the end of Contract
Time in preparation for final acceptance, final payment, normal termination of contract,
re -occupancy by the Owner, and similar actions evidencing completion of the Work.
Time of closeout is directly related to "Substantial Completion."
Prerequisites to Substantial Completion
Prior to requesting Owner/Engineer inspection/observation for confirmation of
Substantial Completion (for either entire Work or portions thereof), the Contractor shall
complete the following and list known exceptions in request:
1. Submit specific warranties, workmanship/maintenance bonds, maintenance
agreements, agreements, final certifications, and similar documents.
2. Obtain and submit releases enabling Owner's full and unrestricted use of the Work
and access to services and utilities, including occupancy permits, operating
certifications, and similar releases.
3. Deliver tools, spare parts, extra stocks of materials, and similar physical items to
locations as directed by the Owner. Two percent (2%) of each type of product shall
be given to the Owner for future repairs.
4. Discontinue and remove from Project site temporary facilities and services, along
with construction tools and facilities, mock-ups, and similar elements.
5. Complete final clean-up requirements.
6. Substantial Completion will be approved when the Work is completed to the
satisfaction of the Engineer.
Prerequisites to Final Payment:
Prior to requesting Owner/Engineer final inspection/observation for certification of final
payment, the Contractor shall complete the following:
1. Submit final payment request.
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\ STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Mechanical F� Civil Engineering Consultants
2. The Contractor shall provide the Engineer and Owner with a Contractor's Final
Payment Affidavit and Release of Lien Document, which shall cover all materials
supplied and equipment used in the performance of his work.
3. Final Clean Up and Landscaping Completion as described in the sections below.
4. Submit copy of Owner/Engineer's final punch list of itemized Work to be completed
or corrected, stating that each item has been completed or otherwise resolved for
acceptance.
5. Warranties documentation as detailed in Warranty section below.
6. Engineer's and Owner's approval, in writing, of all items above.
Cleaning and Restoration of Property at Completion of Project:
At the Project completion, the Contractor shall:
Reinstall all exterior building components removed or adjusted to provide access for
doing repairs. The reinstallation shall be done using the materials and workmanship
that would be expected for a new installation, taking into consideration any
installation difficulties caused by existing defects or changes in the building. Any
reinstallation problems must be brought to the attention of the Engineer.
2. Promptly remove all debris, materials, equipment, etc., from the site and leave the
premises of the buildings, driveways, and deck areas clean. Clean surface areas of
excess paint, concrete splatter, coatings, sealants, etc. The Engineer will observe
the Work after final clean-up Work. Rejected Work shall be cleaned until completed
to an acceptable condition. The following are examples, but not by way of limitation,
of cleaning levels required:
a. Clean transparent materials, including mirrors and window/door glass, to a
polished condition, removing substances that are noticeable as vision -
obscuring materials.
b. Replace broken glass and damaged transparent materials.
c. Clean exposed exterior hard surfaced finishes to a dirt free condition, free
of dust, stains, films, and similar noticeable distracting substances.
Except as otherwise indicating, avoid disturbance of natural weathering of
exterior surfaces. Restore reflective surfaces to original reflective
condition.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
_ Structural, Mechanical � Civil Engineet�ng Consultants
d. Replace or repair any areas damaged during the progress of Work.
WARRANTY
At Project completion, the Contractor shall issue a warranty for all items included in the
Scope of Work throughout the Project for a period of not less than 5 years against
defective materials and/or workmanship of Contractor's Work.
Contractor will provide copies of sample warranties to the Owner prior to contract
signing along with executed and assembled documents from subcontractors,
suppliers, and manufacturers. For items or Work delayed beyond date of Substantial
Completion, the Contractor shall provide updated submittals within 10 days after
acceptance, listing date of acceptance as start of warranty period. The warranty period
shall not commence prior to Substantial Completion of the Work. Prior to final payment
duplicate notarized warranties issued by the Contractor and principle material suppliers
shall be issued to the Owner.
Areas determined to the defective by the Engineer shall be fixed to the satisfaction of
the Engineer at the Contractor's sole expense. Contractor's expense will include all
costs for material, equipment, and labor as necessary to correct the defective Work.
INCLUSION OF APPLICABLE PRODUCT SPECIFICATIONS:
Specific product specifications regarding storage, preparation, application, and warranty
for the materials called out in the above have been omitted herein for clarity. Such
applicable specifications for those products listed herein, or subsequently approved for
use by the Engineer, including preparation procedures, inspection requirements as
associated with warranty provision, Contractor qualifications and any other
requirements'specifically required by the producers of such are considered a part of this
specification. Copies of such will be provided to the Building Officials or Owners upon
request.
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