HomeMy WebLinkAboutProject Specifications— STR.U.CTURALENGINEERING.PROFESS.IONALS, INC.
_ CA 8539 . Str-ccctutal,Mechanical -& Civil Engineering Consultants
REV 1 — 2/11/22
CONCRETE REPAIR
PROJECT SPECIFICATIONS
For
THE ISLAND CLUB CONDOMINIUM
10410 S Ocean Dr.
Jensen .Beach, FL 34957
December'.1, 2021
2 201 - 0 2q0
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE.COUNTY
ROCC
Prepared By:
David T. Colston,'
FL P.E. #5550
AD�v 0 1 1
;
1880 82nd Ave, Suite 202F ♦ Vero Beach, Florida 32966
Office (561) 844060 ♦ Facsimile (561) 844-1001
www.struc-engineers.com
STRUCTURRLENGINEERiNG PROFESSIONALS, INC.
CA3539 Structural, Mechanical & Civil Engineering,Consulfants
Table of Contents
SCOPE OF WORK:
General Procedure:
East Side Column Repairs:
DEFINITIONS
SUBJECT AND PROPERTY LOCATION
ENGINEERING (GENERAL)
Inspections
Contractor Responsible for Means and Methods
Interpretation of Requirements
.Reuse of Documents / Ownership
CONTRACTOR'S GENERAL REQUIREMENTS
Administrative Responsibilities
Permits, Fees, and Notices
Substitutions
"Submittals
Pay Submittals:
Mobilization / Staging Area
Utilities
Public Construction Inspections:
Safety during the Project
Survey of Existing Conditions:
Product or Material Samples
Quality Assurance
Additional Work or Work Not Anticipated:
Acceptance of Substrate
Rain Days
As -Built Drawings:
Damage liabilities / Responsibilities:
CONCRETE REPAIR
Repair Materials - General
Fasteners:
Codes & Standards:
Concrete Testing:
Concrete Curing:
1880 82nd Ave, Suite 202F ♦ Vero Beach, Florida 32966
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The Island Club Concrete Specifications Page 2 of 30
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
CA 8539 Structural, Mechanical & Ciuil Engineering Consultants
General Concrete Repair Procedure:
Reinforcement Replacement:
Storm Protection:
Crack Repair:
STUCCO REPAIR
Inspection
Preparation
Cement Plastering (Stucco)
Moisture Retention and Curing
PAINTING
SHUTTER REMOVALS — INSPECTIONS & REPAIRS:
ALUMINUM RAILS
POST -TENSION TIENDON REPAIR (CSI)
PROJECT,CLOSEOUT
General
Prerequisites to Substantial Completion
Prerequisites to .Final Payment:
Cleaning and Restoration of Property at Completion of 'Project:
WARRANTY
INCLUSION OF APPLICABLE PRODUCT SPECIFICATIONS:
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The Island Club Concrete Specifications Page 3 of 30
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
CA 8539 Structural, Mechanical & Civil Engineering Consultants
SCOPE OF WORK:
This project shall consist of the following elements:
.Repairs to catwalks long the West side of the building:
• Removal and replacement of the entire outer 12" of the edge
• Removal and replacement of glass railing system
• .Removal and replacement of most of the Post Tension anchor ends
• Repairs to the upper and lower side of the walkway deck.
• Removal and replacement of waterproofing membrane
Repairs to East Side Columns:
• Possibly 5 or more columns to have major.repairs accomplished
• Includes special shoring to support the entire column load while repairs are done.
Other Repairs:
• Northwest and Southwest column repairs adjacent to stair towers
• Stucco repairs
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.
General Procedure:
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 the walkways
and any areas adjacent to and possibly effected by repair work. A copy of the
survey along with video or photo records of this inspection should be provided to
the Engineer and to the Owners prior to starting actual repairs.
3. 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.
4. Install shoring / temporary glass railing supports along the walkways sufficient to
support the walkway along the outer edges as required by the Engineer and call
for inspection. Shoring plan to be provided by -SEP. Shoring to remain in place
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The Island Club Concrete Specifications Page 4 of 30
STRUCTURAL_ ENGINEERING PROFESSIONALS-, I:NC.
--�=--= CA 5539 Structural, Mechanical & Civil Engineering Consultants
until concrete has reached 95% of its design strength or until -specific approval
from the Engineer in writing.
5. 1 st Floor Soffit Removals: Where required, remove ,1 st floor wire lathe and stucco
floor soffits to allow for shoring and accomplishing repairs."SEP will provide
drawings for put back once the area has been opened up.
6. Glass Railings Removal & Replacement —Glass railings will be replaced using
an embedded post design. 3rd Party Signed and Sealed Railing drawings
submittals required.
7. 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.
8. Post Tension Anchors: All PT anchors along the walkway edges will be exposed
during the repairs and replaced where identified by the Engineer. PT cables will
require lock off prior to work being accomplished by a qualified 'PT contractor.
:Engineer to be called for inspection of lock offs and to witness re -tensioning of
cables.
9. 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.
10.Apply (Engineer approved) migrating corrosion inhibitor (MCI) onto•(selected)
new and/or existing balcony/floor slab surface(s) (2 applications).
11. Inspect for water ponding and provide for positive drainage on all repair areas
as required. Utilize flash patch as directed by the Engineer.
12.Apply a Cementitious Waterproofing Membrane and decorative finish. (TBD).
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The Island Club Concrete Specifications Page'5 of 30
s--
�`� STRUCTURAL
_ CA 8539
East Side Column Repairs:
GINEERING PROFESSIONALS, [NC.
Mechanical. Civil, Engineering Consultants
13.Soffit Removals: Where required, remove the 2nd floor soffits, approximately 10 ft
each side of the column. To facilitate shoring installations. SEP will provide
drawings for put back once the area has been opened up.
14. Special Shoring to support 150% of the column loads will be installed prior to any
work being accomplished on the East side columns. SEP will provide shoring
'plans. Approximately 5 of the columns have been identified to be worked on.
15. Excavate the concrete at the base of the columns to expose the pile cap.
16-Install special shoring per design. Call for engineer to ,inspect.
17. Excavate no more than'50% of the cross section of the column vertically, clean
the steel and replace as necessary, call for inspection once formed, and pour
back with high a high strength mix (TBD). Let -sit for 14 days and call for
inspection.
18.-Once the 1st half of the column is approved, Excavate the other.half such that
100% total of the cross section of the column is replaced and proceed similarly to
the above.
19. Remove shoring after an additional 14 days once approved by the Engineer.
20. Replace soffits and 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.
21. Clean and remove debris from the site on a daily basis and as per this
specification.
DEFINITIONS
1. The term "Owner" or "Association" is hereby defined as The Island Club
Condominium Association, Inc., 10410 S. Ocean Dr., Jensen Beach, FL
34957 or their appointed representative or agent.
2. The term "Engineer" is hereby defined as Structural Engineering
Professionals, Inc., 1880 82"d Ave, Ste 202, Vero Beach, FL 32966 or their duly
appointed representative or agent.
3. The term "Contractor" is hereby defined as Blue Coast Construction, 2587 SE
Monroe St, Stuart, FL 34997 or their duly appointed representative. The term
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The Island Club Concrete Specifications Page'6 of 30
STRUCTURAL ENGINEERING P,ROF'ESSIONALS, NC.
_ slffCA8539 Structural, Mechanical.&,Civil Engineering Consultants
"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.
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
THE ISLAND CLUB CONDOMINIUM
10410 S Ocean Or.
Jensen Beach, FL 34957
1880 82nd Ave, Suite 202F ♦ Vero Beach, Florida 32966
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
www.struc-engineers.com
The Island Club Concrete Specifications Page 7 of 30
,r..�. STRUCTURAL -ENGINEERING PROFESSIONALS, :INC.
CA 5539 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.. POST TENSION Lock offs, Anchor and cable ends replacement, cable re -
tensioning including load cell calibrations.
7. 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.
8. 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.
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The Island Club Concrete Specifications Page "8 of 30
—� STRU.CTURALENGINEERING PRO FESSIONALSJ N C.
----�~ � CA 3539 Struetutai, Mechanical & Civil Engineering -Consultants
2. The Engineer shall determine at his sole discretion any disputes regarding
reasonableness of workmanship.
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
1. 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
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The island Club Concrete Specifications Page 9 of 30
-.—�-I
BESTRUCTURAL ENGINEERING PROFESSIONALS., INC.
--.-- CA 8539 Stnfcfural, 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 jContractor 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
1. 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 maybe 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
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The Island Club Concrete Specifications Page 10 of 30
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
—�---- CA S539 Structural; Mechanical &,Civil Engineering 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.
Z. 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 two (-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 ordered 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
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The Island Club Concrete Specifications Page 11 of 30
STRUCTURAL ENG:INEERINGPROFESSIONALS, INC.
CA 8539. Structural; �Mechanieal & 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 during the Project
1. Contractor shall at the end of each workday, 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-2020 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 one
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 Existing 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.
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The Island Club Concrete Specifications Page 12 of 30
STRUCTURAL EN GIN EERING PRO F.ESSIONALS,NC.
---�—� CA8539 Stncctural, Mecharieat Civil Engineering Corulta�zts
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 performing the Work. The Contractor shall have the opportunity to
propose pricing for any such Work not covered by contract. Any such Work
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The Island Club Concrete Specifications Page 13 of 30
STRUCTURAL ENGINEERING.P.ROFESSIONALS, INC.
—.--- W� CA 8539 Structural, Mechanical & Civil Engineering Consultants
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 Contractor's 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.
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
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The Island Club Concrete Specifications Page 14 of 30
STRUCTURAL ENGINEERING PROFESSIONALS, .INC.
CA.3539 Structural, Mechanical &Civil Engineering Consultan-ts
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.
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The Island Club Concrete Specifications Page 15 of 30
STRUCTURAL ENGINEERING P.ROFESSIONALS, INC.
--�" � --■ CA 8539 Structural, .Mechanical & Civil Engineering Consultants
CONCRETE REPAIR
Repair Materials - General
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 (`Cl) content -<_ 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.
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 DCl-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 general use: Cemex P/C
1177769.
7. Concrete for column repairs on the major columns in the East side will likely
require a high strength, rapid setting pumped mix... yet TBD.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
CA 8539 Structural, Mechanical, & Civil Engineering Consultants
8. 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.
Approved Repair Materials
Fasteners:
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 2020, 7th Edition
2. ACI 301 "Specification for Structural Concrete"
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
---- - - CA 8539 Structural, Mechanical & Civil Engineering Consultants
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"
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.
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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STRUCTURAL ENGINEERING PROFESSIONALS,1NIC.
�----- CA 8539 'Structural, Mechanical & Uvil. Engineering 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.
1. 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 3/" between reinforcing and remaining
concrete.
5. Saw cut the perimeter Y2" 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).
10. The prepared concrete surface shall be saturated surface dry (SSD), but
free of standing water.
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STRUCTURAL ENGINEERING PROFESSIONALS, IN C.
...r—� CA 8539 Structural, Mechanical & Civil Engineering Consultants
11. Apply a coat of bonding agent as specified herein covering all exposed
steel and concrete surfaces.
1,2. While scrub coatis still wet, place repair concrete in accordance with ACI
301 and manufacturer's specifications.
Reinforcement Replacement:
1. 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 1,5% 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.
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 W 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.
Crack Repair:
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
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STRU.CTURALENGINEERING P.ROF'ESSIONALS, INC.
—�---- Roo
CA 8539 Structural, Mechanical & Civil Engineering Consultants
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.
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.
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STRUCTURAL ENGINEERING PROFESSIONALS, _INC.
J _
_ f CA 8539 Structural, Mechanical & Civil Engineering Consultants
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 bet -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.
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.
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.)
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.. STRUCTURAL ENGINEERING P.ROF'ESS.IONALS, INC.
--�- _SEP CA 8539 Structural, Mechanical & Civil Efigineering 'Consultants
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.
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 2020 Florida Building Code, 7th Edition. 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 Coating 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 manufacturers or installer's unconditional 10-
year (10) year warranty (to the Association) on all extruded aluminum, structural
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
---'� CA 8539
Structural; Mechanical & Civil. Engineering Corzsultnits
aluminum, and attachment components (such as screws, fasteners, bolts, nuts, shims,
clips, angles, etc.) against all forms of bubbling, peeling, rusting, --signs of corrosion,
chalking, or any other form of aesthetic degradation of the coating.
POST -TENSION TENDON REPAIR (CSI)
PART 1 —GENERAL
1.01 DESCRIPTION OF THE WORK:
A. The scope of work to be performed under the terms of this contract includes
`furnishing of all materials, labor, services, utilities, permit fees, supervision, tools and
equipment, required or incidental to the demolition, repair and replacement of the
post tension. The work will include, but is not limited -to, the following elements:
1. Saw -cut and removal of concrete for installation of a temporary lock -off,
installation of s lock -off anchorage, removal and disposal of deteriorated tendons
and anchorage, installation of a replacement tendon anchorage and splice chuck,
and tendon re -stressing as identified by the Engineer.
1.02 RELATED SECTIONS:
A. .Division 00
B. Division 01
C. Section 03350 Concrete Repair
1.03 QUALITY ASSURANCE:
A. Contactor Qualifications: Company specializing in the repair of post -tension concrete
with a minimum five (5) years' documented experience acceptable to the Engineer.
SUBMITTALS
A. Contractor shall submit to the Engineer for review end acceptance, samples,
manufacturer's product information and manufacturers installation instructions for
all materials specified
B. Post Tension repair contractor's experience and repair project history.
C. Stressing Logs and Records
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STRUCTURAL ENGINEERINGPROFESSIONALS,-IN C.
....-- CA8539 Stnicti al, Mechanical &.Civil Engineering Consultants
PART 2 —PRODUCTS
2.01 PRE -STRESSING STEEL
A. Strand- Strand used in post -tensioning tendons shall conform to ASTM A416,
"Specifications for Uncoated Seven -Wire Stress -Relieved Strand for Prestressed
Concrete".
2.02 TENDONS
A. Tendons shall be'/2" diameter, 270K, low -relaxations seven wire strands.
B. Anchorages - The anchorages shall develop at least 95 percent of the actual
ultimate strength of the prestressing steel without exceeding anticipated set.
C. Couplings - Coupling Shall develop at least 95 percent of the minimum specified
ultimate strength of the prestressing steel without exceeding anticipated set. The
couplings of tendons shall not reduce the elongation at rupture, below the
requirements of the tendon itself. Couplings and/or components shall be enclosed in
housing long enough to permit the necessary movements. All the coupling
components shall be completely protected with a coating material prior to final
encasement in concrete.
D. Sheathing shall be -connected to all stressing anchorages in a watertight fashion.
2.03 CORROSION PROTECTION SYSTEM
A. Post tension anchors shall have a corrosion protection system as manufactured by
General Technologies (formerly Varatech Industries) or an equivalent as accepted by
the Engineer.
PART 3 - EXECUTION
3.01 GENERAL
A. The tendons shall not be exposed to excessive temperatures, welding sparks or
electric ground currents.
3.02 STRESSING ANCHORAGES
A. Stressing anchorages shall be attached to the bulkhead forms by either bolts, nails,
or threaded pocket former fittings. The connections shall be sufficiently rigid to avoid
accidental loosening due to construction traffic or during concrete placement.
Minimum concrete cover for the anchorage shall not be less than the minimum cover
to the reinforcement at other locations in the structure.
B. Pocket formers used to provide a void form at stressing and intermediate stressing
anchorages shall positively preclude intrusion of concrete or cement paste into the
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
..--- CA 3539 Shucturat Mechanical & Civil Engineering, Consultants
wedge cavity during concrete placement. The depth of the pocket former from the
edge of the concrete to the face of the anchorage shall not be less than 2 inches.
3.03 SHEATHING INSPECTION
A. Prior to concrete placement, sheathing installation shall .be inspected and accepted
by theEngineer.
B. Damaged areas shall be repaired by restoring the corrosion -preventive coating in the
damaged area and repairing the sheathing. Repairs of sheathing shall be watertight
and must be accepted by the engineer.
C. Tape used to repair sheathing shall be adhesive moisture proof tape, spirally
wrapped around the tendon to provide at least two .layers of tape.
3.04 TENDON STRESSING
A. Hydraulic stressing.rams_shall be equipped with stressing grippers which will not
notch the strand more severely than normal anchoring wedges.
B. Stressing Rams and gauges shall individually be identified and calibrated against
known standards not longer than six months prior to stressing. Calibration certificates
for each jack used shall be available upon request.
C. Tendons shall be stressed to achieve 33,000 pounds per tendon.
D. Elongation measurements shall be made at each stressing location to verify that the
tendon force has been properly achieved. Measure elongations shall agree with
calculated elongations within ± 5%.
E. Stressing records shall be filled out during the tensioning operation, with the
following data recorded as a minimum:
- Tendon mark or identification.
- Required elongation.
- -Gauge pressure to achieve required elongation.
- Actual elongation achieved.
- Actual gauge pressure.
- Date of Stressing operation.
- Signature of the stressing operator or inspector.
- Serial or identification number of jacking equipment.
Stressing records shall be provided to the Engineer.
F. Elongation measurements for all tendon repairs shall be observed and accepted by
the Engineer.
G. Engineer shall be notified a minimum of 24 hours prior to all observations.
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STRUCTURAL ENGINEERING PROF'ESSIO.NALS, 'M C.
CA 8539 Structural, Mechanical & Civil Engineering Consteltarzts
3.05 TENDON FINISHING
A. After acceptance of theelongations, trim excess tendon length. Tendon length
protruding beyond the wedges after cutting shall be -between 0.79 and 1:.25 ihches.
B. The tendon may be cut by means of either oxyacetylene cutting, abrasive wheel, or
hydraulic shears. In case of oxyacetylene cutting of the tendon, precaution shall .be
taken to avoiding directing the flame toward the wedges.
C. Stressing pockets shall be filled with non -shrink mortar as soon as practical after
tendon stressing and cutting.
D. Exposed, strand and wedge areas shall be coated with tendon coating material
comparable to that used over the length of the tendon and a watertight cap shall be
applied over the coated area. Prior to installing the pocket mortar, the inside concrete
surfaces of the pocket shall be coated or sprayed with a resin bonding agent.
3.06 SHORING
A. Contractor shall provide jacking, shoring and bracing to accomplish the Work and for
all existing structural elements to remain until sit structural modifications have been
.completed and accepted for their intended use. Contractor shall submit shop drawing
for jacking, shoring and bracing, signed and sealed by a professional engineer
registered inthe'State of Florida, for the Engineer's approved priorto commencing
Work.
END OF SECTION 03515
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
.... CA 8539 Structural, Mechanical & Civil Engineeiing Consultants
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.
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.
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STRUCTURAL ENGINEERING PF-0F'ESSIONALS, [N C.
---- CA8539 Structural, Mechanical ::Civil Engineering Consultants
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 exteriorbuilding 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.
d. Replace or repair any areas damaged during the progress of Work.
WARRANTY
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
.�
'CA 3539 Structural, Mechanical.. Civit.£ngitteering Consultants
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. f:or 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 principal 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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