HomeMy WebLinkAboutStructural Specs For Concrete RestorationISLAND CREST CONDOMINIUM
ASSOCIATION
1 0680 S. OCEAN DRIVE
J ENSON BEACH, FLORIDA,,
STACKS 2, 35 45 5
Stack 2 Units: G2, 102, 202, 302, 402, 502, 602, 702, 802, 902, 1002, 1102, 1202
Stack 3 Units: G3, 103, 203, 303, 403, 503, 603, 703, 803, 903, 1003, 1103, 1203
Stack 4 Units: G4, 104, 204, 304, 404, 504, 604, 704, 804, 904, 1004, 1104, 1204
Stack 5 Units: 105, 205, 305, 405, 505, 605, 705, 805, 905, 1005, 1105, 1205
STRUCTURAL SPECIFICATIONS
. FOR
CONCRETE
RESTORATION
[plPapallpad IRV-
Florida Consulting Engineers, Inc.
C.O.A. 561 ❑
134 N.W. 16TH STREET, SUITE 1
BOCA RATON, FLORIDA 33432
PHONE: 561-353-1 1 52 ❑R 561-702-421 6
EMAIL: zj FLCENGINEERS.C❑M
DATE: SEPTEM6ER 22, 2021
N,
ZUHAIR M. JALLOUL, P.E.
FLORIDA LICENSE NO. 2541 6, , SPECIAL INSPECTOR LICENSE NO. 1 01 7
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PART I — GENERAL
1.0 SCOPE OF WORK AND CODE REQUIREMENTS
A. Exterior concrete repair
B. All work shall comply with Florida Building Code 2014 and all City and
County Codes and ordinances.
C.
1.01 WORK INCLUDED
A. Shoring
B. Concrete removal.
C. Concrete placement.
E. Reinforcement steel repairs.
F. Embedded Galvanic Anodes.
G. Remove door frames, screens or other items as required and reinstall
H. Water proofing.
I. Paint all repaired to match existing .
1.02 REFERENCES
A. Concrete Repair and Maintenance Illustrated by Peter H. Emmons, 1994.
B. International Concrete Repair Institute (ICRI) Guide for Selecting and
Specifying Materials for Repair of Concrete Surfaces. Guideline No. 03733.
C. International Concrete Repair Institute (ICRI) Guide for Selecting and
Specifying Concrete Surface Preparation. for Sealers, Coatings and Polymer
Overlays. Guideline No. 03732.
1.03 QUALITY ASSURANCE
A. ACI 301 - Specifications for Structural Concrete for Buildings.
B. ACI 302 Guide for Concrete Floor and Slab Construction.
C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting, and
Placing Concrete.
D. ACI 315 - Details and Detailing of Concrete Reinforcement.
E. ACI 318 - Building Code Requirements for Reinforced Concrete.
F. ACI 347 - Recommended Practice for Concrete Formwork.
G. ACI 546R96 Concrete Repair Guide.
H. Concrete Reinforcing Steel Institute (C.RSI) - Manual of Standard Practice.
I. International Concrete Repair Institute (ICR!) - Guide for Surface
or Deteriorated Concrete Resulting from Reinforcing Steel Corrosion.
J. Guideline No. 03730.
International Concrete Repair Institute (ICRI) - Guide for Selecting Application
K. Methods for the Repair of Concrete Surfaces. Guideline No. 03731.
Manufacturer's material specifications - Recommended surface preparation,
mixing, installation, and curing instructions.
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1.04 SUBMITTALS
A. Product Data: Submit data for proprietary materials and items, including
reinforcement and forming accessories, admixtures, patching
compounds, waterstops, joints systems, curing compounds, finish
materials and others as requested by the Owner.
B. Material Certificates: Provide materials certificates signed by the
Manufacturer and Contractor, certifying that each material item complies
with, or exceed, specified requirements.
C. Design Drawings: Submit design a drawing from the Contractor's Florida
Registered Engineer for all shoring, re -shoring, temporary walls and
shutters, railings and windows.
PART 2 - PRODUCTS
2.00 REINFORCING MATERIAL
A. Reinforcing Steel: ASTM A615; 60 ksi yield grade billet steel. deformed
bars.
B. Supports: Provide plastic or other non -corrosive chairs and spacers.
2.01 REPAIR MATERIALS
A. Polymer modified portland cement mortar for patching surfaces
manufactured by:
1). Thoroc.
2). Sika.
3). Sonneborn.
4). Sto.
5). Master Builders.
B. Large area full depth repairs:
Design mix: CONTRACTOR TO PROVIDE 1 SET OF 4 CYLINDERS
FOR 28-DAY COMPRESSIVE STRENGTH AND SLUMP BY
CERTIFIED LABORATORY. 1 SET PER POUR DAY AT
CONTRACTORS EXPENSE.
a. Mix to ASTM C94.
b. Compressive Strength: Use CEMEX design mix code 1347323
with compressive strength of 6000 psi, pump mix (or equal)
C. Water/cement ratio: 0.4
D. Anti -corrosion protective coating for reinforcement steel shall be as
re -commended by the appropriate manufacturer listed in 201.A
D. Bonding agent:
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1). Slurry coat of applicable repair mortar.
2). Bonding agent as recommended by the repair mortar
manufacturer.
E. Epoxy for grouting replacement reinforcement dowels:
1). Master Builder's Concresive Standard Paste.
2). Fosroc's Nitobond 881-43.
F. Sealer for grout and sealed cracks:
1). Sonneborn NP-1.
2). Mameco's Vulkem 921
3). Sika's IA
G. Repair stucco: Thoro Stucco with Acryl 60 by Thoro System Products.
H. Floor waterproofing (cementitious):
1). Sto Watertight.
2). Sonneborn. Flextight.
3). Mapci Planiseal 89
I. Floor waterproofing (urethane):
1).
Tremco
2).
Sonneborn Sonoguard.
3).
Sika
J. Corrosion Inhibitor:
1).
Sika Ferroguard
2.02 MATERIAL
ALTERNATIVES
A. it is the intent of these Specifications to obtain a warranty from the
material Manufacture. Therefore, the Contractor shall use products from
a single manufacturer to the greatest extent possible and shall obtain
prior, written authorization from the primary material manufacturer for
use of any secondary materials.
B. Material substitutions may be allowed with prior written authorization
from the Owner and/or Engineer.
PART 3 - EXECUTION
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3.00 INSPECTION
A. The City Building Department and owner will determine required
inspections. The Contractor shall comply with City requirements.
3.01 CONCRETE REMOVAL AND SURFACE PREPARATION
A. Remove concrete in accordance with the International Concrete Repair
Institute Guideline No. 03730 and the Manufacturer's Specifications (see
attached guideline).
B. Initial saw cutting perimeters of excavations will be performed to limit
extent of the excavation.
C. Avoid "feather" edges at the surface of repair perimeter.
3.02 REPAIR PREPARATION
A. Reinforcing steel which has lost more than 25% of its original cross -
sectional area at any point shall be repaired by replacing or adding new
steel of equivalent size to the original rebar.
B. New bars shall be lapped a minimum of 36 bar diameters or a minimum
of 24" or epoxy doweled a minimum of 8" into sound concrete.
C. Mechanical splices may be used in accordance with Manufacturer's
specifications.
D. Mechanically clean all contaminants and scaling rust from complete
circumference of the bar. In most cases of extensive corrosion
particularly beneath the bars, sand blasting must be performed.
E. Coat steel in accordance with the Manufacturer's specifications.
F. Cut steel reinforcement tips at edges in order to obtain a minimum of
1.5" concrete cover.
3.03 FORMS
A. Verify lines, levels, and measurement before proceeding with formwork.
B. Do not apply form release agent where concrete surfaces receive
special finishes or applied coatings, which may be affected by agent.
C. Maintain form work construction tolerances complying with. AC1347.
3.04 SHORES AND SUPPORTS
A. Comply with ACI 347 for shoring and re -shoring.
B. If shoring is needed, the Contractor shall provide shoring and
re -shoring details to St. Lucie County and Engineer of Record for review
and approval. Refer to typical shoring details.
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3.05 INSTALLATION OF REPAIR MORTAR
A. Mix and place mortar in. accordance with the Manufacturer's
specifications including curing. If curing compound is used, the
Contractor shall verify its compatibility with concrete covering.
B. Place mortar in accordance with the recommendations of ICRI 03731.
3.06 INSTALLATION OF DESIGN MIX CONCRETE
A. Design mix concrete shall be placed in accordance with ACI Codes 301,
302, 304, and 319.
B. Submit design mix to Owner or Engineer for approval.
C. Provide compressive strength tests through a Certified Laboratory; one
set of 4 cylinders each pour day.
3.07 SLIDING GLASS DOORS AND TEMPORARY WALLS
A. Remove sliding glass doors and frames as required for the repairs.
B. Label, protect and deliver to owner or Building Maintenance.
C. Repair and fill all holes and screw holes.
D. Re -installation of sliding glass doors shall be done by others, and is
excluded from work in this bid.
3.08 Handrails
A. Remove handrails as required
B. Label, protect and store in a storage container to be -provided by the
Contractor at a safe location or on the balcony with approval of the
Owner.
C. Re -install if possible to meet existing conditions.
D. Install new stainless steel fasteners set into holes filled with sealant.
3.09 FINISHED REPAIRS
A. Where new concrete has been placed, grind away excess as required to
match surface and texture of surrounding areas.
B. Where new concrete develops shrinkage cracks, use epoxy inject or
gravity feed epoxy and seal with urethane caulking.
C. Unless otherwise stated all vertical and overhead repaired areas must
be finished to match existing adjacent texture.
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3.10 PUNCH LIST
A. Upon completion of work on each swing stage drop or area of repairs the
Inspector and Foreman will conduct a punch list inspection of the entire
work area including repairs, shutters, windows, doors, railings and
surrounding walls.
B. Correct all items on the punch list.
C. Call for a re -inspection.
D. Do not move staging until final punch list is completed.
3.11 CLEAN-UP
A. The Contractor shall clean surface areas of excess epoxy and
cementitious materials.
B. Remove all excess coatings, sealants, paints, etc. from all areas not
intended for it.
C. Remove all materials and debris from jobsite. Leave work, storage,
staging and all surrounding areas in as clean a condition as when the
Contractor first arrived at the jobsite.
D. The Contractor shall replace all sod damaged during the Work unless
identified by the Contractor prior to Contract of required removal by the
Owner.
E. The Contractor shall repair or replace any portions of the building or
grounds damaged by the Work unless identified by the Contractor prior
to Contract of required removal by the Owner.
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Types of Repairs
Edge repair including rebar repair or
replacement as need not to exceed 6
LF
inches
Balcony deck partial depth repair
SF
Balcony deck full depth repair
SF
Overhead concrete slab repair
SF
Column Repair.
CIF
Stucco Repair
SF
Remove Shutters
EA
Remove Tiles (130 s.f. Each Balcony)
EA
Remove Living Room Sliding Door
EA
Remove Bedroom Sliding Door
EA
Weather and dust wall Installation &
EA
Removal (living Room)
Weather and dust wall Installation &
EA
Removal (Bedroom)
Railing Remove and
LF
reinstall
Dowels
EA
Rusted anchors
EA
Removal
Rail Post Hook Bar
EA
Post Pocket Repair
EA
Water proofing
SF
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GUIDELINES
Guide for Surface Preparation for the
Repair of Deteriorated Concrete Resulting
From Reinforcing Steel Corrosion
■ Removal Geometry
■ Exposing and Undercutting of Reinforcing Steel
Is Cleaning and Repair of Reinforcing Steel
Is Edge and Surface Conditioning of Concrete
NOTES:
• These guidelines are for the purpose of providing information for rebar corrosion
repairs; it is required to consult the engineer if any situation is present and not
represented herein.
• Special caution should be taken to locate and avoid buried electrical conduits or
prestressing or post- tensioning tendons when performing removals. Cutting into either
can be a life threatening situation.
• Undercutting the rebar should not be counted on to secure the repair structurally in lieu
of proper methods of bonding a repair to the existing substrate.
• A sawcut can and, possibly should, be greater than the 1/2 in. (13 mm)
• noted, as long as the reinforcing steel is not cut into.
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Exposing and Undercutting of Reinforcing Steel
These details are applicable to Horizontal, vertical,
and overhead locations. They are also applicable to
removal by hydro -demolition, hydro -milling, and electric,
pneumatic or hydraulic impact breakers.
1- Remove loose or delaminated concrete above
corroded reinforcing steel.
2- Once initial removals are made, proceed with the
undercutting of all exposed corroded bars. Undercutting
will provide clearance for under bar cleaning and
full bar circumference bonding to surrounding concrete,
and will secure the repair structurally. Provide
minimum 3/4 inch (19 mm) clearance between
exposed rebars and surrounding
concrete or 1/4 inch (6 mm) larger than largest
aggregate in repair material, whichever is greater.
3- Concrete removals shall extend along the bars to
locations along the bar free of bond inhibiting
corrosion, and where the bar is well bonded to
surrounding concrete.
4- If non -corroded reinforcing steel is exposed
during the undercutting process, care shall be taken
not to damage the bar's bond to surrounding
concrete. If bond between bar and concrete is
broken, undercutting of the bar shall be required.
5- Any reinforcement which is loose shall be secured
in place by tying to other secured bars or by other
approved methods.
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Cleaning and Repair of Reinforcing Steel
Cleaning of Reinforcing Steel
6- All heavy corrosion and scale should be removed
from the bar as necessary to promote maximum
bond of replacement material. Oil free abrasive
blast is the preferred method. A tightly bonded
light rust build-up on the surface is usually not
detrimental to bond, unless a protective coating is
being applied to the bar surface, in which case the
coating manufacturer's recommendations for surface
preparation should be followed.
Repair of Reinforcing Steel Due to Loss of Section
If reinforcing steel has lost significant cross section, a
structural engineer should be consulted. If repairs are
required to the reinforcing steel, one of the following
repair methods should be used:
• Complete bar replacement, or
• Addition of supplemental bar over affected section.
New bars may be mechanically spliced to old bars
or placed parallel to and approximately 3/4 in. ( 19 mm)
from existing.bars. Lap lengths shall be determined
in accordance with AC1318; also refer to CRSI and
AASHTO manual.
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Edge and Surface Conditioning of Concrete
These details are applicable to horizontal, vertical,
and overhead locations. They are also applicable to
removal by hydro -demolition, hydromilling, and electric,
pneumatic or hydraulic impact breakers.
Do not use these details for shotcrete applications
for shotcrete repairs refer to AC1506 Edge
Preparation Guidelines.
7- Remove delaminated concrete, undercut
reinforcing steel (refer to "Exposing and
Undercutting of Reinforcing Steel'),
Remove additional concrete as required to provide
minimum required thickness of repair material.
8- At edge locations, provide right angle cuts to the
concrete surface with either of the following
methods:
• Sawcut 1/2" 03 mm) or less as required to
avoid cutting reinforcing steel.
• Use power equipment such as hydrodemolition
or impact breakers. Avoid feather edges.
9- Repair configurations should be kept as simple as
possible, preferably with squared corners.
10- After removals and edge conditioning are
complete, remove bond inhibiting materials (dirt,
concrete slurry, loosely bonded aggregates) by
abrasive blasting or high pressure waterblasting
with or without abrasive. Check the concrete
surfaces after cleaning to insure that surface is
free from additional loose aggregate, or that
additional delaminations are not present.
11- If hydrodemolition is used, cement and particulate
slime must be removed from the prepared surfaces
before slurry hardens.
Boundary of loose Recommended
and delaminated layout
concrete
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SUPPLEMENTARY GENERAL CONDITIONS
The following supplements modify, change, delete or add to the "General Conditions
of the Contract for Construction", AIA Document A201, 1997. The Owner shall have
the right to make changes to the General Conditions prior to Contract.
Where any Article of the General Conditions is modified or any Paragraph,
Subparagraph or cause thereof is modified by these Supplementary Conditions, the
unaltered provisions of that Article, Subparagraph or Clause, shall remain in effect.
1. INSURANCE
A. Insurance shall be written for not less than the following or greater if required
by law:
1) Worker's Compensation:
a. State: Statutory
b. Employer's Liability: $1,000,000.00
2) Comprehensive General Liability (Including Premises -Operations,
Independent Contractor's Protective Products and Completed Operations,
Broad Form Property Damage.
a. Bodily Injury:
(i) $1,000,000.00 Each Occurrence.
(ii) $2,060,000.00 Aggregate per loss.
b. Property Damage:
(i) $1,000,000.00 Each Occurrence.
(ii) $2,000,000.00 Aggregate per loss.
c. Products and Completed Operations to be maintained for 5 years after
final payment.
d. Property Damage Liability Insurance shall provide C (Collapse) and U
(Underground) coverage.
3) Contractual Liability:
a. Bodily Injury:
(i) $1,000,000.00 Each Occurrence.
(ii) $2,000,000.00 Aggregate per loss.
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(INSURANCE CONTINUED)
b. Property Damage:
(i) $1,000,000.00 Each Occurrence.
(ii) $2,000,000.00 Aggregate per loss.
4). Personal Injury, with Employment Exclusion deleted:
a. $1,000,000i .00 Aggregate.
5). Business Auto Liability (including owned, non -owned and hired
vehicles):
a. Bodily Injury:
(i) $100,000.00 Each Person.
(ii) $500,000.00 Each Occurrence.
b. Property Damage:
(i) $1,000,000.00 Each Occurrence.
B. The Contractor shall execute a Hold Harmless Agreement, holding the
Engineer, Owner, their respective officers, directors, members employees,
and designated inspectors harmless from all legal action, including attorney's
fees and expenses, which may arise out of the performance of the work.
C. Each policy of insurance, other than. Workers' Compensation coverage, shall
provide for and a certificate shall be issued therefore showing the Owner as
additional insured Each policy, except the workers' compensation coverage,
shall provide that the policy shall not be canceled except upon sixty (60) days
written notice to the Owner.
D. The Owner reserves the right, but shall not be obligated, to satisfy any and all
premiums on any insurance coverage required hereunder in the event that the
Contractor fails to 'make timely payment thereof: In the event that the Owner
elects to pay such premium as and when the same is due, the Owner may
deduct the amount paid from the next draw request.
2. INSPECTIONS
A. This Engineer will provide inspections and no work will be covered without his
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approval. This Contractor must provide safe and continuous access for the
Engineer so that he and /or his representatives can perform all required
inspections. !
B. The Engineer will !make inspections on every repaired area as follows:
1). Random inspections of chipping operation.
2). All rebar cleaned prior to and after coating.
3). All surfaces properly prepared prior to grouting and all measurements.
4). Random inspections of grouting.
5). Final inspection.'
C. The Contractor shall be responsible for scheduling and payment for the
Manufacturers' representatives to make all necessary inspections in order for
the Manufacturers to issue their respective warrantees
A. The Contractor shall be entitled to monthly progress payments for work
completed during the preceding calendar month, less a retainage of ten percent
(10%) of such amount. Payments shall be made pursuant to Applications for
Payment and Certificate for Payment as provided in Article 9 of AIA Document
A201 as modified. The 10% retainage will be held in full until receipt of final
releases of liens and final approval of the Engineer, Owner, and Building
Department at the completion of the project.
B. All requisition draws will be on properly executed AIA Documents G701 , G702,
and G703.
C. All work other than lump sum items will be paid for on a unit -price basis, which
includes all labor, material, means and methods to complete the work. All
concrete repair unit prices will include the cost of reinforcement steel
replacement, shoring, forming, curing and finishing (to match existing conditions
with stucco if necessary).
D. All repaired areas will be measured and paid for accurately to the nearest inch.
E. All requisitions will be accompanied by an "as -built" (see section 4 "AS
BUILTS") drawing (VERIFIED AND APPROVED BY THE INSPECTOR) for
each balcony and/or section of catwalk repaired and /or coated.
4. "AS-BUILTS", VIDEOS AND CONDITION SURVEY
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A. The Contractor shall maintain a set of PROGRESSIVE "As -Built" drawings for
repairs per balcony and or section of catwalk throughout the project. The As -
Built drawings will show approximate locations of each repair area, the exact
dimensions of each! repair, AND THE SAME "AS -BUILT" DRAWING WILL BE
USED FOR ANY LOCATION WITH MULTIPLE BILLINGS.
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B. The Contractor shall provide a written condition survey and video of all shutters,
sliding glass doors and frames, and all affected areas (interior and exterior)
prior to removal.
C. The Contractor shall provide a written condition survey of all glass and glass
frames prior to chipping, grinding or sandblasting.
5. PROJECT CONDITIONS
A. CONTRACTOR'S; RESPONSIBILITIES
1) GENERAL REQUIREMENTS
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a. The Contractor shall visit the site and examine the condition of the
surfaces, which are to be repaired, painted, waterproofed, coated, or
covered. The Contractor shall be responsible to verify the entire scope of
work and to notify the Engineer of any discrepancies with the specifications
and general conditions prior to the commencement of the project.
b. The Contractor, shall immediately document in writing to the Owner,
Engineer, and Manufacturer of all unforeseen conditions found during the
course of the work.
c. The contractor will identify as many conditions as possible on the
apartment interiors which will necessitate the Owner or Unit Owner to retain
the services of a Finish Contractor to provide finish materials such as
unusual ceiling coatings, floor tiles, drywall, wallpaper and paint.
d. Within five working days after the contract is signed, the Contractor shall
deliver to him Owner an updated certificate of insurance with the Owner
named as an additional insured to the extent of the Contractor's
indemnification obligations under this agreement.
e. Before the Contractor arranges for the delivery of any material, labor or
supplies pursuant to the Agreement, the Contractor shall ensure that a
Notice of Commencement to be recorded in the Public Records of St. Lucie
County, Florida is properly posted on the job site at all times.
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f. The Contracto shall follow all Manufacturers' recommendations for the use
of their material.
g. The Contracto , shall provide all required labor, materials, necessary
equipment, supervision, insurance, and permits required to complete the
work.
h. The Contractoi shall promptly correct Work rejected by the Owner and/or
Engineer or known by the Contractor to be defective or failing to conform to
the Construction Documents or permits, observed before Substantial
Completion and whether or not fabricated, installed or completed.
i. All punch list items will be completed per swing stage "drop", or
Walkway priorlto moving the swing stage or scaffolding.
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2). SCHEDULING
a. The Contracto � shall work between the hours of 8:00 a.m. to 5:00 p.m.
Monday through Friday excluding legal holidays unless otherwise directed
by the Owner.
b. The Contractor, shall submit a time schedule of the work indicating dates of
commencement and completion for each area of work including the
numbers of workmen and swing stages.
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c. The work is to be performed on a residential condominium building that will
be occupied throughout the performance of the Work. The Work must be
performed in a!manner that will cause the least disruption of use of the
premises by residents at all times. If it is necessary to temporarily restrict
access to, or use of, common areas of the premises, the Contractor shall
notify the Owner at least twenty-four (24) hours in advance so that the
Owner may notify the residents. Also, the Contractor shall notify the Owner
at least twenty'four hours in advance of any sandblasting activity so that
the Owner may notify residents that will be affected.
d. Prior to the commencement of On -site Work, the Contractor, Engineer.
Owner and such subcontractors as the Contractor or Owner shall
designate, shall have an on -site meeting to discuss the construction
schedule, the Owner's security requirements, parking, storage, hours of
work, use of the work area by residents of the building and their invitees,
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work by the Owner's staff and separate contractors, if any, and such other
matters as may relate to the performance of the Work. Minutes of the
meeting shall be recorded by the Contractor and shall be distributed to
each party in attendance.
e. The Contractor shall be responsible to schedule and produce a condition
survey (confirmed by the Inspector) of the affected area and sliding and
fixed glass doors (including rollers), frames, and splashguards prior to
removal of any sliding glass doors and installation of any temporary walls.
3). JOB -SITE SAFETY, CLEAN-UP, AND STORAGE
a. The Contractor shall provide a dumpster(s) for the removal of all debris and
for the proper removal of its contents. The Contractor shall daily wet down
and cover dumpster to prevent debris from spreading.
b. The Contractor shall provide portable toilets for the use of his employees.
c. The Contractor; shall comply with all OSHA standards and practices shall
comply with allfire and safety regulations and shall supply workmen with
safety goggles, gloves and masks as required for protection during specific
phases of the work.
d. Storage space is limited for materials to be incorporated in the Project and
for construction tools and equipment. The Contractor will be provided with
an area that he may secure at his own expense for properly storing his
materials, tools, etc. All such materials, tools and equipment shall he stored
on the site only in those specific areas designated by the Owner and, if they
are stored otherwise, the Owner shall have the right to cause their removal
and storage at .the expense of the Contractor.
e. All vehicles on the Owners property in conjunction with the Project shall be
parked only in those areas designated by the Owners. With respect to any
vehicle that is parked in an area other than that designated by the Owner,
the Owner shall have the right to have it removed and stored and the
Contractor shall indemnify the Owner with respect to all costs and liabilities,
including reasonable attorney's fees incurred as a result thereof.
f. All persons on the site in conjunction with the Project shall comply with the
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Owner's security regulations and requirements, including registration,
checkout and identification to the extent that they have been provided to
Contractor in writing prior to commencement of work.
g. The Contractor shall place all waste materials, rubbish, the Contractor's
tools, construction equipment, machinery and other materials in locations
designated by the Owner, and shall remove all barricades and other
interference with the use of the common areas by the residents of the
premises to the extent that such barricade, and other interferences are not
reasonably necessary to insure the safety of persons or property during
non -working hours.
h. The Contractor shall not have access to the Work through any apartment
unless approved by the Owner and accompanied by a representative of the
Owner.
i. The premises shall be off limits to the Contractor and all employees of the
Contractor weekdays prior to 8 AM and after 5 PM. written consent of the
Owner is required for any exception.
4). PROTECTION OF PROPERTY
a. The Contractor shall seal all affected windows and doors for all balconies
and/or catwalk' so that excessive sand, water, and/or dust arising from the
work will not enter the apartment. The Contractor shall remove the sealing
materials from'the door to permit the City Inspector to observe the work,
and upon completion of each inspection, the Contractor shall reseal the
door to prevent the intrusion of sand and dust into the apartment.
b. When the deterioration of the reinforcing steel and concrete component is
so severe that it becomes necessary to remove the fixed and/or sliding
glass doors, the Contractor is to erect a temporary partition. There must be
a representative of the Condominium Owner present with the Contractor at
all times during which the Contractor has access to a unit.
c. In the event of a hurricane threat the Contractor shall protect all apartments
where the hurricane shutters have been removed by installing protection
equal to or better than existed conditions. The Contractor shall be
responsible to�schedule and produce a condition survey (confirmed by the
Inspector) of shutters and frames prior to removal. Shutters will be properly
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tied -back when bottom tracks only are removed. When complete frames
are removed, the Contractor is responsible for labeling, protection, and
storage at a suitable location on -site as approved by the Owner. The
Contractor will; be paid for protection of units where shutters are inoperable
due to current work and where the Contractor has made a diligent effort to
re -install shutters where possible.
d. When it is req l ired to remove hurricane shutters and/or sliding glass doors,
the Contractor, shall be responsible to schedule and produce a condition
survey (confirmed by the Inspector) of the affected area, shutters, doors.
and frames prior to removal. Shutters will be properly tied -hack when
bottom tracks only are removed. When complete frames are removed, the
Contractor is responsible for labeling, protection, and storage at a suitable
location on -site as approved by the Owner.
f. The Contractor shall protect and safeguard from harm all real and personal
properties of the individual, apartment owners and common elements of the
Owner, adjoining the Work.
g. The Contractor shall equip the scaffolds and swing stages with netting to
protect against falling debris.
h. The Contractor shall be responsible to protect and shall be responsible for
any negligent damage to the apartment interiors on the exterior side of the
temporary wall. The Contractor shall also be responsible for any negligent
damage to the apartment interiors on the interior side of the temporary wall.
5). WORK -FORCE REQUIREMENTS
a. The Contractor shall provide a one-time, English-speaking on -site
supervisor for the duration of the work. The on -she supervisor shall be
fluent in and required to use English on the job site.
b. The Contractor's employees shall be fully clothed at all times and shall
wear shirts identifying the Contractor's company.
B. OWNER'S RESPONSIBILITIES
1). The Owner shall be responsible for providing access to the apartments within
10 calendar days of written notice to the management of an apartment
invasion.
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2). The Owner shall make power and water available, without charge, for
reasonable use of the Contractor.
3). The Owner shall have the right to reject any on -site supervisor, foreman., or
worker employed by the Contractor or Sub -contractor and shall have the right
to cause the Contractor or Sub -contractor to replace any such person for any
reasonable cause. The Owner shall also have the right to reject any Sub-
contractor for any reason.
C. CONTRACT DISPUTES
1). In the event of any litigation with respect to any controversy or claim arising
out of or related to the Contract, or the breach thereof, the prevailing party
shall be entitled to reimbursement for all costs, including reasonable attorney's
fees, incurred in connection with such litigation.
D. WARRANTY
1). The Manufacturer and Contractor shall agree to warranty the repair work
against failure due to materials or workmanship for the period of the warranty.
The Contractor shall provide a letter from the Manufacturer prior to
commencement of the work indicating their willingness to provide such a
warranty. The Contractor shall provide a sample warranty prior to
commencement of the Work.
2). The Warranty for concrete repair and waterproofing shall be (5) five years
from the date of project completion.
3). The Contractor shall obtain from each manufacturer of (a) repair mortars and
(b) waterproofing material a direct written warranty to the Owner from the
manufacturer. Each of the warranties shall be the manufacturer's standard
product warranty'and shall be delivered to the Owner before the Contractor is
entitled to final payment. The name, address, and telephone number of the
manufacturer shall accompany each warranty, and identification of the product
(including manufacture's code and specification) covered by the warranty.
E. CONTRACT
1) The AIA. Document A101, "Standard Form of Agreement Between Owner and
Contractor" where the basis of payment is a BASE BID WITH UNIT PRICES
FOR ADDED AND REDUCED WORK, 1997 together with any addenda
required by the Owner and the AIA Document A201 "Genera] Conditions of the
Contract, 1997, will be the form used as a contract for this project.
F. ADDENDA TO THE CONTRACT:
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1) ATTORNEY'S FEES: Should any dispute arise hereunder, the
prevailing party shall be entitled to recover against the non -prevailing party
all reasonable costs, expenses and attorney's Fees incurred by theprevailing
party in such dispute, whether or not suit be brought, and such shall include
all of such reasonable costs, expenses and attorney's fees through all
appeals or other actions.
2). VENUE: This Agreement and the terms hereof shall be construed in
accordance with the laws of the State of Florida and venue for all actions in a
court of competent jurisdiction shall lie in St. Lucie County, Florida.
3). WAIVER: No waiver of any provision by the Owner of this Agreement shall
be deemed to be a waiver of any other provisions hereof or of any subsequent
breach by the Contractor of the same, or any other provision or the
enforcement thereof. The Owner's consent to or approval of any act by the
Contractor requiring the Owner's consent or approval shall not be deemed to
render unnecessary the obtaining of the Owner's approval of any subsequent
consent or approval of the Owner, whether or not similar to the act so
consented to or approved.
4). NON -ASSIGNABILITY: This agreement or any portion hereof shall not be
assigned or transferred by either party without the written consent of the other
party.
5). BINDING EFFECT: All of the terms and provisions of this Agreement
shall be binding upon and inure to the benefit of the parties hereto, their
respective assigns, successors, legal representatives, heirs and beneficiaries,
as applicable.
6). SEVERABILITY: Should any word, phrase or provision hereof be declared
illegal or invalid by a court of competent jurisdiction, such declaration of
illegality and/or invalidity shall not affect the remainder hereof.
7). ENTIRE AGREEMENT MODIFICATION: No statements, representations,
warranties, either written or oral, from whatever source arising, except as
expressly stated in this Agreement shall have any legal validity between the
parties be binding upon any of them. The parties acknowledge that the
Agreement contains the entire understanding and agreement of the parties.
No modifications hereof shall be effective unless made in writing and executed
by the parties hereto with the same formalities as the Agreement is executed.
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8). CAPTIONS AND PARAGRAPH HEADINGS: Captions and paragraph,
headings contained in the Agreement are for convenience and reference only
and in no way define, describe, extend or limit the scope and intent of this
Agreement, nor the intent of any provisions hereof.
9). JOINT PREPARATION: The preparation of the Agreement has been a joint
effort of the parties, and the resulting document shall not, solely as a matter of
judicial construction, be construed more severely against one of the parties
than the other. It is the parties' further intention that this Agreement be
construed liberally to achieve its intent.
10). COUNTERPARTS: This agreement maybe executed in one or more
counterparts, each of which shall be deemed to be an original, but all of which
shall constitute one and the same agreement.
11). EXHIBITS ARE INCLUSIONARY: All exhibits attached hereto or mentioned
herein which contain additional terms shall he deemed incorporated herein by
reference. Typewritten or handwritten provisions inserted in this form or
attached hereto shall control all printed provisions in conflict therewith.
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12). LIEN. The Contractor shall ensure that no contractor's liens are recorded
against the Condominium or any portion of the development. If a lien is
recorded as a result of or connected with this Agreement, then the Contractor
shall, within five days, notice take all steps necessary to release the lien,
including, if necessary transferring the lien to a bond at the Contractor's
expense. If the Owner must pay any monies to release or satisfy any liens
then in addition to all their remedies, the Owner may collect those sums from
the Contractor, plus interest at the maximum rate allowable by law and
attorney's fees.
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SECTION 3600
Repair Mortar (Gel Patch)
(OR APPROVED EQUAL)
1.1 SUMMARY
A. Section Includes:
1. Applicatior of nonsag concrete repair mortar with integral corrosion inhibitor for
vertical and overhead applications.:
1.2 SUBMITTALS
A. Comply with entire specifications
B. Product Data: 'Submit manufacturer's technical data sheets and LEED product
information for each product.
C. Quality Control Submittals:
1. Provide protection plan of surrounding areas and non-cementitious surfaces.
1.3 QUALITY ASSURANCE
A. Comply with entire specifications
B. Qualifications: '
1. Manufacturer Qualifications: Company with minimum 15 years of experience
in manufacturing of specified products.
2. Manufacturer Qualifications: Company shall be ISO 9001:2000 Certified.
3. Applicator Qualifications: Company with minimum of 5 years' experience in
application of specified products on projects of similar size and scope, and is
acceptable to product manufacturer.
a. Successful completion of a minimum of 5 projects of similar size and
complexity to specified Work.
C. Field Sample:
1. Install at Project site or pre -selected area of building an area for field sample,
minimum 4 feet by 4 feet (1.2 m by 1.2 m), using specified material.
2. Apply material in accordance with manufacturer's written application
instructions.
3. Manufacturer's representative or designated representative will review
technical aspects; surface preparation, repair, and workmanship.
4. Field sample will be standard for judging workmanship on remainder of Project.
5. Maintain field sample during construction for workmanship comparison.
6. Do not alter, move, or destroy field sample until Work is completed and
approved by Architect.
7. Obtain Architect's written approval of field sample before start of material
application, including approval of aesthetics, color, texture, and appearance.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Comply with entire specifications
B. Comply with manufacturer's ordering instructions and lead-time requirements to avoid
construction delays.
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C. Deliver materials in manufacturer's original, unopened, undamaged containers with
identification labels intact.
D. Store tightly sealed materials off ground and away from moisture, direct sunlight,
extreme heat, and freezing temperatures.
E. Precondition materials to 70 degrees F plus or minus 5 degrees F (21 degrees C plus
or minus 3 degrees C) before mixing.
1.5 PROJECT CONDITIONS
A. Environmental Requirements:
1. Do not use products under conditions of precipitation or freezing weather. Do
not apply material at temperatures below 40 degrees F (4 degrees C) or above
90 degrees F (32 degrees C). Use appropriate measures for protection and
supplementary heating to ensure proper curing conditions per manufacturer's
recommendations if application during inclement weather occurs.
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. Subject to compliance with requirements, provide products from the following
manufacturer:
BASF Corporation
Construction Chemicals
Sika
B. Substitutions:
C. Specifications and Drawings are based on manufacturer's proprietary literature from
BASF Construction Chemicals. Other manufacturers shall comply with minimum
levels of material and detailing indicated in Specifications or on Drawings. Architect
will be sole judge of appropriateness of substitutions.
2.2 MATERIALS
A. Nonsag, lightweight, 1-component, high -strength, polymer -modified, silica -fume -
enhanced repair mortar with integral corrosion inhibitor for vertical and overhead
applications.
1. Manufactured to be placed from 1/4 inch (6 mm) to 2 inches (51 mm) per lift.
2. Acceptable Product: MasterEmaco N 425 (formerly Gel Patch) by BASF.
B. Properties of mixed cementitious repair materials:
1. Working Time, 70 degrees F (21 degrees C): 20 to 30 minutes.
2. Color: Concrete gray
C. Properties of cured cementitious repair materials:
1. Compressive Strength, ASTM C109, Modified:
a. 1 Day: 2,150 psi (14.8 MPa).
b. 7 Days: 5,600 psi (38.6 MPa).
C. 28 Days: 6,750 psi (46.5 MPa).
2. Splitting Tensile Strength, ASTM C496, Modified, wet cure:
a. 1 Day: 310 psi (2.1 MPa).
b. 7 Days: 560 psi (3.9 MPa).
C. 28 Days: 610 psi (4.2 MPa).
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3. Flexural Strength, ASTM C348, Modified:
a. 1 Day: 500 psi (3.4 MPa).
b. 7 Days: 800 psi (5.5 MPa).
C. 28 Days: 1,110 psi (7.7 MPa).
4. Bond Strength, ASTM C882, Modified, mortar scrubbed into substrate:
a. 1 Day: 900 psi (6.2 MPa).
b. 7 Days: 1,900 psi (13.1 MPa).
C. 28 Days: 2,450 psi (16.9 MPa).
5. Chloride Permeability, AASHTO T277, ASTM C1202 Table 1:
a. Very' low range.
6. Length Change, ASTM C157, wet cure:
a. 1 Day: Plus 0.019 percent, in/in.
b. 7 Days: Plus 0.028 percent, in/in.
C. 28 Days: Plus 0.034 percent, in/in.
7. Length Change, ASTM C157, dry cure at 50 percent relative humidity:
a. 1 Day: Minus 0.026 percent, in/in.
b. 7 Days: Minus 0.11 percent, in/in.
C. 28 Days: Minus 0.15 percent, infin.
8. Modulus of Elasticity, ASTM C215:
a. 5.6 x 105 psi (3,861 MPa).
9. Linear Coefficient of Thermal Expansion, ASTM C531:
a. 5.3 'x 10-6 in/in/degree F.
10. Water Absorption, ASTM C642:
a. 28 Days: 4 percent.
11. VOC Content:
a. 0 Ibs per gal (0 g/L), less water and exempt solvents.
PART 3 - EXECUTION
3.1 EXAMINATION
3.2 COMPLY WITH ENTIRE SPECIFICATIONS
3.3 SURFACE PREPARATION
A. Protection: Protect adjacent Work areas and finish surfaces from damage during
repair mortar application.
B. Prepare surfaces in accordance with manufacturer's instructions.
C. Ensure surfaces are clean, sound, and free of laitance, standing water, dirt, duct,
grease, oil, efflorescence, paint, curing compounds, form oils, and other surface
contaminants.
D. Remove loose materials.
E. Prepare concrete substrate to fractured aggregate profile for proper adhesion.
F. Clean exposed steel reinforcement to white -metal finish and prime with anti -corrosion
coating acceptable to product manufacturer.
G. Saw -cut straight edges along repair area perimeters minimum of 1/4 inch (6 mm) deep
to avoid featheredges.
H. Report cracks that appear in interface area of patch or overlay to Architect, and repair
as directed.
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I. Continue expansion and control joints through repair or as directed by Architect.
3.4 MIXING
A. Mix materials in accordance with manufacturer's instructions.
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B. Mix no more material than can be placed in 20 to 30 minutes at 70 degrees F (21
degrees C) and 50 percent relative humidity.
3.5 APPLICATION
A. Apply and cure repair mortar in accordance with manufacturer's instructions.
B. Placement:
1. Dampen surface with clean water to obtain saturated surface -dry (SSD) with no
standing water.
2. Apply small quantity of mixed repair mortar to SSD substrate. Thoroughly key -
in and work material throughout cavity to promote bond.
3. Place repair mortar and key -in and compact thoroughly to secure bond.
4. Apply repair mortar in lifts of 1/4 inch (6 mm) to 2 inches (51 mm).
5. Avoid featheredging. For optimum mechanical bond on successive lifts,
thoroughly score each lift and allow reaching initial set before next layer is
applied.
6. Trowel repair mortar to desired finish after initial set.
C. Curing:
1. Damp cure for 3 days.
2. Use appropriate curing compound if surface cannot be damp cured.
3.6 PROTECTION
A. Protect repair mortar from damage during construction.
END OF SECTION
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SECTION 09900
PAINTING
PART GENERAL
1.1 SECTION INCLUDES
A. Surface preparation.
B. Field application of primers, paints, stains, and other coatings for exterior and interior
items and surfaces.
1.2 SYSTEM DESCRIPTION
A. Paint exposed surfaces, except where these Specifications indicate that the surface
or material is not to be painted or is to remain natural. If an item or a surface is not
specifically mentioned, paint the item or surface the same as similar adjacent
materials or surfaces. If a color of finish is not indicated, Project Consultant will
select from standard colors and finishes available.
1. Painting includes field painting of exposed bare and covered pipes and ducts
(including color coding), hangers, exposed steel and iron supports, and
surfaces of mechanical and electrical equipment that do not have a factory -
applied final finish.
2. Surface preparation, priming, and finish coats specified in this Section are in
addition to shop priming and surface treatment specified in other Sections.
B. Do not paint
prefinished items, concealed surfaces, finished metal surfaces,
operating parts, and labels.
1. Prefinished items include the following factory -finished components:
(a)
Architectural woodwork.
(b)
Acoustical wall panels.
(c)
Toilet enclosures.
(d)
Metal lockers.
(e)
Prefinished folding or accordion walls.
(f)
Elevator entrance doors and frames.
(g)
Elevator equipment.
(h)
Finished mechanical and electrical equipment.
(i)
Light fixtures.
2. Concealed surfaces include walls or ceilings in the following generally
inaccessible spaces:
(a)
Foundation spaces.
(b)
Furred areas.
(c)
Ceiling plenums.
(d)
Utility tunnels.
(e)
Pipe spaces.
(f)
Duct shafts.
(g)
Elevator shafts.
3. Finished metal surfaces include the following:
(a)
Anodized aluminum.
(b)
Stainless steel.
(c)
Chromium plate.
(d)
Copper and copper alloys.
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(e) Bronze and brass.
4. Operating parts include moving parts of operating equipment and the
following:
(a) Valve and damper operators.
(b) Linkages.
(c) Sensing devices.
(d) Motor and fan shafts.
5. Labels: Do not paint over UL, FMG, or other code -required labels or
equipment name, identification, performance rating, or nomenclature plates.
C. Alternates: Refer to Division 1 Section "Alternates" for description of Work in this
Section affected by alternates.
1.3 REFERENCES
A. American Society for Materials and Testing (ASTM).
1. D16-Terminology for Paint, Related Coatings, Materials, and Applications.
2. D3960-Determining Volatile Organic Compound (VOC) Content of Paints and
Related Coatings.
3. D4262-pH of Chemically Cleaned or Etched Concrete Surfaces.
4. D4263-Indicating Moisture in Concrete by the Plastic Sheet Method.
B. Environmental Protection Agency (EPA).
C. Factory Mutual Global (FMG).
D. NACE International the Corrosion Society.
E. GREENGUARD Product Emission Standard for Children & Schools.
F. Green Seal Standard GS-03, Anti -corrosive paints, Second Edition, January 7, 1997.
G. Green Seal Standard GS-11, Paints First Edition, May 20, 1993.
H. National Fire Protection Association (NFPA): NFPA 30-Flammable and Combustible
Liquids Code.
I. Painting and, Decorating Contractors Association (PDCA) P4-Responsibility for
Inspection and Acceptance of Surfaces Prior to Painting and Decorating.
J. Society of Protective Coatings (SSPC) SP6-Commercial Abrasion Blast.
K. Standard Practice for The Testing Of Volatile Organic Emissions from Various
Sources Using Small -Scale Environmental Chambers, including 2004 Addenda.
California Department of Health Services.Steel Structures Painting Council.
L. Underwriter's Laboratory (UL).
1.4 DEFINITIONS
A. General: Standard coating terms defined in ASTM D16 apply to this Section.
1. Flat:, Lusterless or matte finish with a gloss range below 15 when measured
at an 85 degree meter.
2. Eggshell: Low -sheen finish with a gloss range between 20 and 35 when
measured at a 60 degree meter.
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3. Semi -gloss: Medium -sheen finish with a gloss range between 35 and 70
when measured at a 60 degree meter.
4. Full gloss: High -sheen finish with a gloss range more than 70 when
measured at a 60 degree meter.
1.5 SUBMITTALS
A. Product Data:j For each paint system indicated. Include block fillers and primers.
1. Material List: An inclusive list of required coating materials. Indicate each
material and cross-reference specific coating, finish system, and application.
Identify each material by manufacturer's catalog number and general
classification.
2. Manufacturer's Information: Manufacturer's technical information, including
label analysis and instructions for handling, storing, and applying each
coating material.
3. Low Emitting Materials:
(a) Submit manufacturer's Material Safety Data Sheet Indicating VOC
limits of all products.
(b) Submit manufacturer's certification for all architectural paint, coating,
and primer products applied to interior walls and ceilings that comply
with the Green Seal Certification standard GS-11, Paints First
Edition, May 20, 1993.
(c) Submit manufacturer's certification for all anti -corrosive and anti -rust
paint products applied to interior metal ferrous surfaces that comply
with the Green Seal Standard GS-03, Second Edition, January 7,
1997.
B. Samples for Verification: For each color and material to be applied, with texture to
simulate actual conditions, on representative Samples of the actual substrate.
1. Provide stepped Samples, defining each separate coat, including block fillers
and primers. Use representative colors when preparing Samples for review.
Resubmit until required sheen, color, and texture are achieved.
2. Provide a list of materials and applications for each coat of each Sample.
Label each Sample for location and application.
3. Submit Samples on the following substrates for Architect's review of color
and texture only:
(a) Concrete: 4 inch square samples for each color and finish.
(b) Concrete Unit Masonry: 4 by 8-inch samples of masonry, with
mortar joint in the center, for each finish and color.
(c) Painted Wood: 8 inch square samples for each color and material
on hardboard.
(d) Stained or Natural Wood: 4 by 8 inch samples of natural or stained -
wood finish on representative wood surfaces.
(e) Ferrous Metal: 3 inch square samples of flat metal and 6-inch long
samples of solid metal for each color and finish.
C. Warranty.
1.6 QUALITY ASSURANCE
A. Applicator Qualifications: Paint applicator shall be licensed in the State of Florida or
in Broward County and use state or county journeymen. Provide a legible copy of
license and, when applicable a journeyman's certification attesting to qualification
requirements;.
1. Certifications: Paint applicator shall provide a certification attesting to having
worked on projects similar in scope to this project for a minimum of 5 years.
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Paint applicator not providing such documentation or not having the required
experience will be removed from the project and replaced by the Contractor.
B. Source Limitations: Obtain block fillers and primers for each coating system from the
same manufacturer as the finish coats.
C. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for
each type of coating and substrate required. Comply with procedures specified in
PDCA P5. Duplicate finish of approved sample Submittals.
1. Architect will select one room or surface to represent surfaces and conditions
for application of each type of coating and substrate.
(a) Wall Surfaces: Provide samples on at least 100 sq. ft.
(b) Small Areas and Items: Project Consultant will designate items or
areas required.
2. Applybenchmark samples, according to requirements for the completed
Work„ after permanent lighting and other environmental services have been
activated. Provide required sheen, color, and texture on each surface.
(a) After finishes are accepted, Project Consultant will use the room or
surface to evaluate coating systems of a similar nature.
D. Final approval• of colors will be from benchmark samples.
E. Conform to ASTM for interpretation of terms used in this Section.
F. Labels: Do not paint over Underwriter's Laboratories (UL), Factory Mutual (FM) or
other code required labels or equipment name, identification, performance rating, or
nomenclature plates.
G. Regulatory Requirements: Conform to applicable code for flame/fuel/smoke rating
requirements for finishes.
H. Single Source Responsibility: Provide primers, paints, stains and other coatings for
exterior and interior items and surfaces by the same manufacturer.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to Project site in manufacturer's original, unopened packages and
containers bearing manufacturer's name and label and the following information:
1. Product name or title of material.
2. Product description (generic classification or binder type).
3. Manufacturer's stock number and date of manufacture.
4. Contents by volume, for pigment and vehicle constituents.
5. Thinning instructions.
6. Application instructions.
7. Color name and number.
8. VOC content.
B. Store materials not in use in tightly covered containers in a well -ventilated area at a
minimum ambient temperature of 45 degrees F and a maximum temperature of 90
degrees F. Maintain storage containers in a clean condition, free of foreign materials
and residue.
1. Keep storage area neat and orderly. Remove oily rags and waste daily.
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C. Container Labeling: Include manufacturer's name, type of paint, brand name, brand
code, coverage, surface preparation, drying time, cleanup, color designation, and
instructions for mixing.
D. Store and mix materials in 1 area only.
E. Comply with health and fire regulations. Take precautionary measures to prevent fire
hazards and spontaneous combustion.
1.8 PROJECT CONDITIONS
A. . Allow sufficient time for stucco and plaster to moist cure in accordance with Section
09220-Portland Cement Plaster (Stucco). The pH factor and moisture level of all
areas to receive primer or paint shall be tested and confirmed.
1. pH factor shall be below 10.
2. Moisture content shall be below 80.
3. Provide a written record of each such test.
4. "Hot" primer shall not be permitted until the pH is below 10.
B. Comply with manufacturer's recommendations as to environmental conditions under
which coatings and coating systems can be applied.
C. Do not do any painting if the relative humidity exceeds 90 percent.
D. Do not apply finish in areas where dust is being generated.
E. Cover or otherwise protect finished work of other trades and surfaces not being
painted concurrently or not to be painted.
F. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85
percent; or at temperatures less than 5 degrees F above the dew point; or to damp or
wet surfaces.
1. Painting may continue during inclement weather if surfaces and areas to be
painted are enclosed and heated within temperature limits specified by
manufacturer during application and drying periods.
G. Provide continuous ventilation to maintain surface and ambient temperatures 24
hours before, during and 48 hours after painting.
H. Provide lighting levels of 50 foot candles at mid -height at substrate surface.
1.9 WARRANTY
A. Provide a written guarantee, co -signed jointly and severalty by the Contractor,
painting subcontractor, and materials manufacturers, against cracking, peeling
flaking, chalking and mildew on interior surfaces, and additionally against erosion and
unreasonable fading or exterior surfaces, for 6 years; agreeing to repair and repaint
surfaces affected by such defects, at no cost to the Owner, including necessary
removal or protection of other work, without limit, within 30 days after notification by
the Owner, and to perform such work based on the provisions of this section,
including extension of the guarantee to cover new work.
1.10 EXTRA STOCK
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A. Provide "Home Store" data (where painter purchased the paints used on the project)
include all paint records and the following Home Store information:
1. Name.
2. Address.
3. Telephone number.
4. Store manager name.
5. List of paints purchased by name and type.
B. Provide a 1 gallon container of each color and surface texture of respective finish
paints used on the project.
C. Label each container with color, texture and room locations, in addition to the
manufacturer's label.
D. Deliver and store extra stock at the time of substantial completion.
PART PRODUCTS
2.1 MANUFACTURERS
A. The Florida School Plant Management Association's Certified Products List shall
serve as a minimum guideline.
B. Subject to compliance with the specified requirements, provide products by one of
the following manufacturers:
1. Benjamin Moore & Co.
2. Coronado Paint Co.
3. Duron, Inc.
4. ICI Paint Stores, Inc.
5. MAB Paints.
6. PPG Architectural Finishes, Inc.
7. (Basis of Design) Shennrin-Williams Company.
2.2 PAINT MATERIALS, GENERAL
A. Material Compatibility: Provide block fillers, primers, and finish -coat materials that
are compatible with one another and with the substrates indicated under conditions
of service and application, as demonstrated by manufacturer based on testing and
field experience.
B. Material Quality: Provide manufacturer's best -quality paint material of the various
coating types specified that are factory formulated and recommended by
manufacturer for application indicated. Paint -material containers not displaying
manufacturer's product identification will not be acceptable.
1. Proprietary Names: Use of manufacturer's proprietary product names to
designate colors or materials is not intended to imply that products named
are required to be used to the exclusion of equivalent products of other
manufacturers.
C. Colors: As selected by Project Consultant from manufacturer's full range.
D. Millage noted below is minimum acceptable dry film thickness per coat application.
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E. Toxicity/IEQ: All interior paint and coating products are to comply with the
GREENGUARD Product Emission Standard for Children & Schools or any of the
following which apply:
1. All architectural paints, 'coatings, and primers applied to interior walls and
ceilings are to comply with the Green Seal Standard GS-11, First Edition,
May 20, 1993.
2. All anti -corrosive and anti -rust paints applied to interior metal ferrous
surfaces are to comply with Green Seal Standard GS-03, Second Edition,
January 7, 1997.
2.3 VOC CONTENT
A. Products are specified must not exceed the following:
1. Interior Coatings (weight in grams/liter of product):
(a) Non -Flat: 150.
(b) Flat: 50.
2. Exterior Coatings weight in grams/liter of product minus water):
(a) Non -Flat: 200.
(b) Flat: 100.
2.4 CONCRETE UNIT MASONRY BLOCK FILLERS
A. Concrete Unit Masonry Block Filler: Factory -formulated high-performance latex block
fillers.
1. Sherwin-Williams; PrepRite Block Filler (1325W25): Applied at a dry film
thickness of not less than 8 mils per coat.
(a) Meets GS-11.
(b) Meets FSPMA MP-33.1 Block Filler, Latex -Base, Interior -Exterior
Flat, White.
2.5 EXTERIOR PRIMERS
A. Exterior Concrete and Masonry Primer -New Construction: Factory -formulated alkali -
resistant acrylic -latex primer for exterior application.
1. Sherwin-Williams; Loxon Acrylic Primer (A24W300): Applied at a dry film
thickness of not less than 3.2 mils per coat.
B. Exterior Concrete and Masonry Primer -for Elastomeric Coatings: Factory —formulated
alkali -resistant acrylic -latex primer for exterior application
1. Sherwin-Williams; Loxon Acrylic Primer (A24W300): Applied at a dry film
thickness of not less than 3.2 mils per coat.
C. Exterior Concrete and Masonry Primer -for Existing Construction: Factory —formulated
alkali -resistant Acrylic primer for exterior application
1. Sherwin-Williams; Loxan Conditioner (A24W100): Applied at a spread rate
of 200-300 square feet per gallon.
D. Exterior Wood Primer for Acrylic Enamels: Factory -formulated alkyd or latex wood
primer for exterior application.
1. Sherwin-Williams; A-100 Exterior Oil Stain Blocking. Primer (Y24W20):
Applied at a dry film thickness of not less than 2.3 mils per coat.
or
2. Sherwin-Williams; A-100 Exterior Latex Primer (1342W41/1342W43): Applied
at a dry film thickness of not less than 1.4 mils per coat.
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E. Exterior Ferrous -Metal Primer: Factory -formulated rust -inhibitive metal primer for
exterior application.
1. Sherwin-Williams; Pro-Cryl Universal Primer (1366-310 Series): Applied at a
dry film thickness of not less than 2.0 mils per coat (acrylic -based).
(a) Meets GS-11.
(b) Meets FSPMA MP-26.3 "Recommended Primer" under Sherwin-
Williams DTM Acrylic Gloss Coating (1366 Series).
F. Exterior Zinc -Coated Metal Primer: Factory -formulated galvanized metal primer for
exterior application.
1. Sherwin-Williams; Pro-Cryl Universal Primer (1366-310 Series): Applied at a
dry film thickness of not less than 2.0 mils per coat.
(a) Meets GS-11.
(b) Meets FSPMA MP-26.3 "Recommended Primer" under Sherwin-
Williams DTM Acrylic Gloss Coating (1366 Series).
G. Exterior Aluminum Primer under Acrylic Finishes: Factory -formulated acrylic -based
metal primer for exterior application.
1. Sherwin-Williams; Pro-Cryl Universal Primer (B66-310 Series): Applied at a
dry film thickness of not less than 2.0 mils per coat.
(a) Meets GS-11.
(b) Meets FSPMA MP-26.3 "Recommended Primer" under Sherwin-
Williams DTM Acrylic Gloss Coating (1366 Series).
2.6 INTERIOR PRIMERS
A. Interior Concrete. Masonry, and Brick Primer: Factory -formulated alkali -resistant
acrylic -latex interior primer for interior application.
1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer (B28W600):
Applied at a dry film thickness of not less than 1.5 mils per coat.
(a) Meets GS-11.
B. Interior Gypsum Board Primer: Factory -formulated latex -based primer for interior
application.
1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer (B28W600):
Applied at a dry film thickness of not less than 1.5 mils per coat.
(a) Meets GS-11.
C. Interior Plaster Primer: Factory -formulated latex -based primer for interior application.
1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer (B28W600):
Applied at a dry film thickness of not less than 1.5 mils per coat.
(a) Meets GS-11.
D. Interior Wood Primer for Acrylic -Enamel: Factory -formulated acrylic -latex -based
interior wood primer.
1. Sherwin-Williams; Harmony Interior Latex Primer (1311W9.00): Applied at a
dry film thickness of not less than 1.3 mils per coat.
(a) Meets GS-11.
or
S-W PrepRite ProBlock Latex Primer, B51 Series (4 milswet, 1.4 mils dry).
E. Interior Ferrous -Metal Primer: Factory -formulated quick -drying rust -inhibitive alkyd -
based metal primer.
4-. Sherwin-Williams; ProCryl Universal Primer (1366-310 Series): Applied at a
dry film thickness of not less than 2.0 mils per coat.
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F. Interior Zinc -Coated Metal Primer: Factory -formulated galvanized metal primer.
1. Sherwin-Williams; ProCryl Universal Primer (B66-310 Series): Applied at a
dry film thickness of not less than 2.0 mils per coat.
(a) Meets GS-11.
G. Interior Unit Masonry, Gypsum Board and Plaster: Factory -formulated primer for
Epoxy finish.
1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Primer
(B28W600): Applied at a dry film thickness of not less than 1.5 mils per coat.
(a) Meets GS-11.
2.7 EXTERIOR FINISH COATS
A. Exterior Low -Luster Acrylic Elastomeric: Factory -formulated low sheen 100% Acrylic
Elastomeric coating for exterior application. Note: Use elastomerics only after
receiving approval in writing from the Owner. ,
1. Sherwin-Williams; SherLastic Elastomeric Coating (A5-100 Series): Applied
at a dry film thickness of not less than 6.0 mils per coat.
B. Exterior Low -Luster Acrylic Paint: Factory -formulated low -sheen (eggshell) acrylic -
latex paint for exterior application.
1. Sherwin-Williams; A-100 Exterior Latex Satin (A82 Series): Applied at a dry
film thickness of not less than 1.3 mils per coat.
C. Exterior Semigloss Acrylic Enamel: Factory -formulated semigloss waterborne
acrylic -latex enamel for exterior application.
1. Sherwin-Williams; DTM Acrylic Coating (1366-200 Series —Semi -Gloss)
Applied at a dry film thickness of not less than 2.5 mils per coat.
D. Exterior Full -Gloss Acrylic Enamel for Ferrous and Other Metals: Factory -formulated
full -gloss waterborne acrylic -latex enamel for exterior application.
1. Sherwin-Williams; DTM Acrylic Coating (B66-100 Series -Gloss): Applied at a
dry film thickness of not less than 2.5 mils per coat.
(a) Meets GS-11.
(b) Meets FSPMA MP-26.3 Acrylic -Base Gloss Enamel, Metal Surfaces,
Whites and Tints.
2.8 INTERIOR FINISH COATS
A. Interior Flat Acrylic Paint: Factory -formulated flat acrylic -emulsion latex paint for
interior application.
1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Flat (B30-600
Series): Applied at a dry film thickness of not less than 1.3 mils per coat.
(a) Meets GS-11.
B. Interior Flat Latex -Emulsion Size: Factory -formulated flat latex -based interior paint.
1. Sherwin-Williams; Harmony Interior Latex Flat (135 Series): Applied at a dry
film thickness of not less than 1.7 mils per coat.
(a) Meets GS-11.
C. Interior Low Luster Latex Paint: Factory -formulated eggshell latex based interior
paint.
1. Sherwin-Williams; Harmony Interior Latex Eg-Shel (139 Series): Applied at a
dry film thickness of not less than 1.6 mils per coat.
(a) Meets GS-11.
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D. Interior Low -Luster Acrylic Enamel:
1. Sherwin-Williams; ProGreen 200 Low VOC Interior Latex Eg-Shel (1320-600
Series): Applied at a dry film thickness of not less than 1.7 mils per coat.
(a) Meets GS-11.
E. Interior Semi --gloss Acrylic Enamel: Factory -formulated serrii-gloss acrylic -latex
enamel for interior application.
1. Sherwin-Williams; ProGreen 200 Interior Latex Semi -Gloss (B31- 600
Series): Applied at a dry film thickness not less than 1.6 mils per coat.
(a) Meets GS-11.
F. Interior Full -Gloss Acrylic Enamel:
1. Sherwin-Williams; Pro Industrial Zero VOC Acrylic Gloss (B66W600):
Applied at a dry film thickness of not less than 2.5 mils per coat.
G. Interior Semi --gloss Waterborne Acrylic Epoxy: Factory -formulated semi -gloss acrylic
epoxy coating of interior application.
1. Sherwin-Williams; Water -Based Catalyzed Epoxy (Two Component)
(B70W211/B60V15): Applied at a dry film thickness of not less than 2.5 mils
per coat.
2. S-W Pro Industrial Pre -Catalyzed Waterbased Epoxy, K46W150 Series.
(a) Meets GS-11.
3. Benjamin Moore: IMC Acrylic Epoxy Coating -Semi -Gloss (M43/M44-86).
Applied at a dry film thickness of not less than 1.5 mils.
2.9 INTERIOR WOOD STAINS AND VARNISHES
A. Open -Grain Wood Filler: Factory -formulated paste wood filler applied at spreading
rate recommended by manufacturer.
1. Sherwin-Williams; Sher -Wood Natural Filler (D70T1).
B. Interior Wood Stain: Factory -formulated alkyd -based penetrating wood stain for
interior application applied at spreading rate recommended by manufacturer.
1. S-W Minwax 260 VOC Wood Stain
C.
D. Interior Waterborne Clear Satin Varnish: Factory -formulated clear satin acrylic -based
polyurethane varnish applied at spreading rate recommended by manufacturer.
1. 2 Coats -Sherwin-Williams; Wood Classics Waterborne Polyurethane
Varnish -Satin (A68 Series): Applied at a dry film thickness of not less than
0.8 mils per coat.
E. Interior Waterborne Stain Full -Gloss Varnish:
1. 2 Coats -Sherwin-Williams; Wood Classics Waterborne Polyurethane
Varnish -Gloss (A68 Series): Applied at a dry film thickness of not less than
0.8 mils per coat.
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PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with applicator present, for compliance
with requirements for paint application. Comply with procedures specified in PDCA
P4.
1. Proceed with paint application only after unsatisfactory conditions have been
corrected and surfaces receiving paint are thoroughly dry.
2. Start of painting will be construed as Applicator's acceptance of surfaces and
conditions within a particular area.
B. Coordination of Work: Review other Sections in which primers are provided to
ensure compatibility of the total system for various substrates. On request, furnish
information on characteristics of finish materials to ensure use of compatible primers.
3.2 PREPARATION
A. General: Remove hardware and hardware accessories, plates, machined surfaces,
lighting fixtures, and similar items already installed that are not to be painted. If
removal is impractical or impossible because of size or weight of the item, provide
surface -applied protection before surface preparation and painting.
1. After completing painting operations in each space or area, reinstall items
removed using workers skilled in the trades involved.
B. Cleaning: Before applying paint or other surface treatments, clean substrates of
substances that could impair bond of the various coatings. Remove oil and grease
before cleaning.
1. Schedule cleaning and painting so dust and other contaminants from the
cleaning process will not fall on wet, newly painted surfaces.
C. Surface Preparation: Clean and prepare surfaces to be painted according to
manufacturer's written instructions for each particular substrate condition and as
specified.
1. Provide pull tests on existing painted surfaces where a different coating will
be applied. Verify with the manufacturer that the coatings are compatible.
2. Provide barrier coats over incompatible primers or remove and reprime.
3. Cementitious Materials: Prepare concrete, concrete unit masonry, cement
plaster, and mineral -fiber -reinforced cement panel surfaces to be painted.
Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents.
Roughen as required to remove glaze. If hardeners or sealers have been
used to improve curing, use mechanical methods of surface preparation.
(a) Use abrasive blast -cleaning methods if recommended by paint
manufacturer.
(b) Determine alkalinity pH and moisture content of surfaces by
performing appropriate tests. If surfaces are sufficiently alkaline to
cause the finish paint to blister -and burn, correct this condition by
approved curing methods in Section 09220-Porland Cement
(Stucco). Do not paint surfaces if moisture content exceeds that
permitted in manufacturer's written instructions.
(c) Clean concrete floors to be painted with a 5 percent solution of
muriatic acid or other etching cleaner. Flush the floor with clean
water to remove acid, neutralize with ammonia, rinse, allow to dry,
and vacuum before painting.
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4. Wood: Clean surfaces of dirt, oil, and other foreign substances with
scrapers, mineral spirits, and sandpaper, as required. Sand surfaces
exposed to view smooth and dust off.
(a) Scrape and clean small, dry, seasoned knots, and apply a thin coat
of white shellac or other recommended knot sealer before applying
primer. After priming, fill holes and imperfections in finish surfaces
with putty or plastic wood filler. Sand smooth when dried.
(b) Prime, stain, or seal wood to be painted immediately on delivery.
Prime edges, ends, faces, undersides, and back sides of wood,
including cabinets, counters, cases, and paneling.
(c) If transparent finish is required, backprime with non -yellowing
varnish.
(d) Backprime paneling on interior partitions where masonry, plaster, or
other wet wall construction occurs on backside.
(e) Seal tops, bottoms, and cutouts of unprimed wood doors with a
heavy coat of varnish or sealer immediately on delivery.
5. Ferrous Metals: Clean ungalvanized ferrous -metal surfaces that have not
been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign
substances. Use solvent or mechanical cleaning methods that comply with
the Steel Structures Painting Counsel's recommendations.
(a) Blast steel surfaces clean as recommended by paint system
manufacturer and according to SSPC-SP 6/NACE No. 3.
(b) Treat bare and sandblasted or pickled clean metal with a metal
treatment wash coat before priming.
(c) Touch up bare areas and shop -applied prime coats that have been
damaged. Wire -brush, clean with solvents recommended by paint
manufacturer, and touch up with same primer as the shop coat.
6. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based
solvents so surface is free of oil and surface contaminants. Remove
pretreatment or "passivators" from galvanized sheet metal fabricated from
coil stock by mechanical methods SSPC-SP 7.
D. Material Preparation: Mix and prepare paint materials according to manufacturer's
written instructions.
1. Maintain containers used in mixing and applying paint in a clean condition,
free of foreign materials and residue.
2. Stir material before application to produce a mixture of uniform density. Stir
as required during application. Do not stir surface film into material. If
necessary, remove surface film and strain material before using.
3. Use only thinners approved by paint manufacturer and only within
recommended limits.
E. Tinting: Tint each undercoat a lighter shade to simplify identification of each coat
when multiple coats of same material are applied. Tint undercoats to match the color
of the finish coat, but provide sufficient differences in shade of undercoats to
distinguish each separate coat.
3.3 APPLICATION
A. General: Apply paint according to manufacturer's written instructions. Use
applicators and techniques best suited for substrate and type of material being
applied.
1. Paint colors, surface treatments, and finishes are indicated in the paint
schedules.
2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or
conditions detrimental to formation of a durable paint film.
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3. Provide finish coats that are compatible with primers used.
4. The term "exposed surfaces" includes areas visible when permanent or built-
in fixtures, grilles, convector covers, covers for finned -tube radiation, and
similar components are in place. Extend coatings in these areas, as
required, to maintain system integrity and provide desired protection.
5. Paint surfaces behind movable equipment and furniture the same as similar
exposed surfaces. Paint surfaces behind permanently fixed equipment and
furniture with prime coat only.
6. Paint interior surfaces of ducts with a flat, nonspecular black paint where
visible through registers or grilles.
7. Paint back sides of access panels and removable or hinged covers to match
exposed surfaces.
8. Finish exterior doors on tops, bottoms, and side edges the same as exterior
faces.
9. Finish interior of wall and base cabinets and similar field -finished casework to
match exterior.
10. Sand lightly between each succeeding enamel or varnish coat.
B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated,
or otherwise prepared for painting as soon as practicable after preparation and
before subsequent surface deterioration.
1. The number of coats and film thickness required are the same regardless of
application method. Do not apply succeeding coats until previous coat has
cured as recommended by manufacturer. If sanding is required to produce a
smooth, even surface according to manufacturer's written instructions, sand
between applications.
2. Omit primer over metal surfaces that have been shop primed and touchup
painted.
3. If undercoats, stains, or other conditions show through final coat of paint,
apply additional coats until paint film is of uniform finish, color, and
appearance. Give special attention to ensure that edges, comers, crevices;
welds, and exposed fasteners receive a dry film thickness equivalent to that
of flat surfaces.
4. Allow sufficient time between successive coats to permit proper drying. Do
not recoat surfaces until paint has dried to where it feels firm, and does not
deform or feel sticky under moderate thumb pressure, and until application of
another coat of paint does not cause undercoat to lift or lose adhesion.
C. . Application Procedures: Apply paints and coatings by brush, roller, spray, or other
applicators according to manufacturer's written instructions.
1. Brushes: Use brushes best suited for type of material applied. Use brush of
appropriate size for surface or item being painted.
2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as
recommended by manufacturer for material and texture required.
3. Spray Equipment: Use airless spray equipment with orifice size as
recommended by manufacturer for material and texture required.
D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's
recommended spreading rate to achieve dry film thickness indicated. Provide total
dry film thickness of the entire system as recommended by manufacturer.
E. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited
to items exposed in equipment rooms and occupied spaces.
F. Mechanical items to be painted include, but are not limited to, the following:
1. Uninsulated metal piping.
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2. Uninsulated plastic piping.
3. Pipe hangers and supports.
4. Tanks that do not have factory -applied final finishes.
5. Visible portions of internal surfaces of metal ducts, without liner, behind air
inlets and outlets.
6. Duct, equipment, and pipe insulation having "all -service jacket" or other
paintable jacket material.
7. Mechanical equipment that is indicated to have a factory -primed finish for
field painting.
G. Electrical items to be painted include, but are not limited to, the following:
1. Switchgear.
2. Panelboards.
3. Electrical equipment that is indicated to have a factory -primed finish for field
painting.
H. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure
complete coverage with pores filled.
Prime Coats: Before applying finish coats, apply a prime coat, as recommended by
manufacturer, to material that is required to be painted or finished and that has not
been prime coated by others. Recoat primed and sealed surfaces where evidence of
suction spots or unsealed areas in first coat appears, to ensure a finish coat with no
bleed -through or other defects due to insufficient application of sealer or primer.
Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a
smooth, opaque surface of uniform finish, color, appearance, and coverage.
Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other
surface imperfections will not be acceptable.
K. Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface
film of even luster. Provide a finish free of laps, runs, cloudiness, color irregularity,
brush marks, orange peel, nail holes, or other surface imperfections.
1. Provide satin finish for final coats.
L. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave
no evidence of rolling, such as laps, irregularity in texture, skid marks, or other
surface imperfections.
M. Completed Work: Match approved samples for color, texture, and coverage.
Remove, refinish, or repaint work not complying with requirements.
3.4 FIELD QUALITY CONTROL
A. Owner reserves the right to invoke the following test procedure at any time and as
often as Owner deems necessary during the period when paint is being applied:
1. Owner will engage a qualified independent testing agency to sample paint
material being used. Samples of material delivered to Project will be taken,
identified, sealed, and certified in the presence of Contractor.
2. Testing agency will perform appropriate tests as required by Owner
3. Owner may direct Contractor to stop painting if test results show material
being used does not comply with specified requirements. Contractor shall
remove noncomplying paint from Project site, pay for testing, and repaint
surfaces previously coated with the noncomplying paint. If necessary,
Contractor may be required to remove noncomplying paint from previously
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painted surfaces if, on repainting with specified paint, the 2 coatings are
incompatible.
3.5 CLEANING
A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other
discarded paint materials from Project site.
1. After completing painting, clean glass and paint -spattered surfaces. Remove
spattered paint by washing and scraping without scratching or damaging
adjacent finished surfaces.
B. Remove all spilled, splashed or splattered paint from all surfaces. Leave entire
project in a clean condition.
C. Place scrapings, empty cans, consumed brushes, etc. in plastic bags and dispose of
in the proper manner by the Contractor. Place used mineral spirits and other
hazardous liquids in an appropriate container and is the responsibility of the
Contractor to properly dispose of in full compliance of E.P.A. rules and regulations.
D. Do not mar surface finish by cleaning.
E. Leave entire project in a clean condition.
3.6 PROTECTION
A. Protect work of other trades, whether being painted or not, against damage from
painting. Correct damage by cleaning, repairing or replacing, and repainting, as
approved by Architect.
B. Provide "Wet Paint' signs to protect newly painted finishes. After completing painting
operations, remove temporary protective wrappings provided by others to protect
their work.
1. After work of other trades is complete, touch up and restore damaged or
defaced painted surfaces. Comply with procedures specified in PDCA P1.
3.7 EXTERIOR PAINT SCHEDULE (provide the following finish systems):
A. Concrete. Stucco. and Brick: Unless specialty finish is noted:
1. Low -Luster Acrylic Paint:
(a) Primer: Exterior concrete and masonry primer.
(b) Finish: 2 coats Exterior low -luster acrylic paint.
2. Semi -gloss Acrylic -Enamel:
(a) Primer: Exterior concrete and masonry primer.
(b) Finish: 2 coats Exterior semi -gloss acrylic enamel.
3. Low Luster Acrylic Elastomeric:
(a) Primer/Sealer: Latex masonry sealer
(b) Finish: 2 coats Low luster Acrylic Mastomeric waterproof coating.
B. Concrete Unit Masonry:
1. Low -Luster Acrylic Paint:
(a) Block Filler: Concrete unit masonry block filler.
(b) Finish: 2 coats Exterior low -luster acrylic paint.
2. Semi -gloss Acrylic -Enamel:
(a) Block Filler: Concrete unit masonry block filler.
(b) Finish: 2 coats Exterior semi -gloss acrylic enamel.
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3. Low Luster Acrylic Elastomeric:
(a) Primer/Seaier: Alkyd masonry sealer
(b) Finish: 2 coats Low luster Acrlyic elastomeric waterproof coating
C. Ferrous -Metal: Primer is not required on shop -primed items.
1. Full -Gloss Acrylic -Enamel:
(a) Primer: Exterior ferrous -metal primer.
(b) Finish: 2 coats Exterior full -gloss acrylic enamel for ferrous and
other metals.
2. Semi -gloss Acrylic -Enamel:
(a) Primer: Exterior ferrous -metal primer
(b) Finish: 2 coats Exterior semi -gloss acrylic enamel for ferrous and
other metals.
D. Zinc -Coated Metal:
1. Full -Gloss Acrylic -Enamel:
(a) Primer: Exterior galvanized metal primer.
(b) Finish: 2 coats Exterior full -gloss acrylic enamel for ferrous and
other metals.
2. Semi -gloss Acrylic -Enamel:
(a) Primer: Exterior ferrous -metal primer
(b) Finish: 2 coats Exterior semi -gloss acrylic enamel for ferrous and
other metals.
E. Aluminum: Provide the following finish systems over exterior aluminum surfaces:
1. Full -Gloss Acrylic -Enamel Finish:
(a) Primer: Exterior aluminum primer under acrylic finishes.
(b) Finish: 2 coats Exterior full -gloss acrylic enamel for ferrous and
other metals.
2. Semi -gloss Acrylic -Enamel Finish:
(a) Primer: Exterior aluminum primer under acrylic finishes
(b) Finish: 2 coats Exterior semi -gloss acrylic enamel for ferrous and
other metals.
F. Wood:
1. Low -Luster Acrylic Paint:
(a) Primer: Exterior concrete and masonry primer.
(b) Finish: 2 coats Exterior low -luster acrylic paint.
2. Low Luster Acrylic Elastomeric:
(a) Primer/Sealer: Latex masonry sealer
(b) Finish: 2 coats Low luster Acrlyic elastomeric waterproof coating.
3.8 INTERIOR PAINT SCHEDULE
A. Concrete and Brick:
1. Low -Luster Acrylic -Enamel: (ceilings and soffits).
(a) Primer: Interior concrete and masonry primer.
(b) Finish: 2 coats Interior low -luster acrylic enamel.
2. Semi -gloss Acrylic -Enamel:
(a) Primer: Interior concrete and masonry primer.
(b) Finish: 2 coats Interior semi -gloss acrylic enamel.
B. Concrete Unit Masonry:
1. Semi -gloss Acrylic -Enamel:
(a) Block Filler: Concrete unit masonry block filler.
(b) Finish: 2 coats Interior semi -gloss acrylic enamel.
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C. Concrete Unit Masonry, Gypsum Board and Plaster:
1. Semi -gloss Waterborne Acrylic Epoxy:
(a) Primer: Epoxy primer.
(b) Finish: 2 coats Waterborne semi -gloss Acrylic Epoxy Coating.
END OF SECTION
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SECTION 09910
REMEDIAL PAINTING
PART GENERAL
1.1 SECTION INCLUDES
A. Surface preparation.
B. Field application of primers, paints and other exterior coatings on previously coated
surfaces.
1.2 RELATED SECTIONS
A. 09900-Painting.
1.3 REFERENCES
A. American Society for Materials and Testing (ASTM).
1. D 1 6-Terminology for Paint, Related Coatings, Materials, and Applications.
2. D3960-Determining Volatile Organic Compound (VOC) Content of Paints and
Related Coatings.
3. D4262-pH of Chemically Cleaned or Etched Concrete Surfaces.
4. D4263-Indicating Moisture in Concrete by the Plastic Sheet Method.
B. Environmental Protection Agency (EPA).
C. Factory Mutual Global (FMG).
D. NACE International the Corrosion Society.
E. National Fire Protection Association (NFPA): NFPA 30-Flammable and Combustible
Liquids Code.
F. Painting and Decorating Contractors Association (PDCA) 134-Responsibility for
Inspection and Acceptance of Surfaces Prior to Painting and Decorating.
G. Society of Protective Coatings (SSPC) S136-Commercial Abrasion Blast.
H. Steel Structures Painting Council.
I. Underwriter's Laboratory (UL).
1.4 DEFINITIONS
A. General: Standard coating terms defined in ASTM D16 apply to this Section.
1. Flat: Lusterless or matte finish with a gloss range below 15 when measured
at an 85 degree meter.
2. Eggshell: Low -sheen finish with a gloss range between 20 and 35 when
measured at a 60 degree meter.
3. Semi -gloss: Medium -sheen finish with a gloss range between 35 and 70
when measured at a 60 degree meter.
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4. Full gloss: High -sheen finish with a gloss range more than 70 when
measured at a 60 degree meter.
B. Latex: Water -based paint.
C. New Work: Surface or area of a surface not previously painted, including areas
patched, replaced, or sandblasted causing a painted or unpainted surface or part of a
painted or unpainted surface to exist.
D. Old Work: Surface that has been previously painted.
E. Paint: All coating systems materials, including primers, emulsions, enamels., stains,
sealers and fillers, and other applied materials used as prime, intermediate, or finish
coats.
F. Smooth: A surface free from roughness, ridges, and projections.
G. High Traffic Areas: Walkways, stairwells and other areas adjacent to concrete
sidewalks or asphalt. Includes walkways, corridors, and other exterior areas under
roof cover. The height of the finish is to be coordinated with architectural features
such as the top of window and or door frames, stucco screeds or control joints, the
underside of covered walkways, etc. Where walls are flush and without definition, the
finish should be a minimum of 6 feet AFF.
1.5 SUBMITTALS
A. Product Data: For each paint system indicated. Include block fillers and primers.
1. Material List: An inclusive list of required coating materials. Indicate each
material and cross-reference specific coating, finish system, and application.
Identify each material by manufacturer's catalog number and general
classification.
2. Manufacturer's Information: Manufacturer's technical information, including
label analysis and instructions for handling, storing, and applying each
coating material.
B. Samples for Verification: Provide for each color .and material to be applied, with
texture to simulate actual conditions, on representative samples of the actual
substrate.
1. Provide stepped Samples, defining each separate coat, including block fillers
and primers. Use representative colors when preparing samples for review.
Resubmit until required sheen, color, and texture are achieved.
2. Provide a list of. materials and applications for each coat of each sample.
Label each sample for location and application.
3. Submit samples on the following substrates for Architect's review of color
and texture only:
(a) Concrete: 4 inch square samples for each color and finish.
(b) Concrete Unit Masonry: 4 by 8-inch samples of masonry, with
mortar joint in the center, for each finish and color.
(c) Painted Wood: 8 inch square samples for each color and material
on hardboard.
(d) Stained or Natural Wood: 4 by 8 inch samples of natural or stained -
wood finish on representative wood surfaces.
(e) Ferrous Metal: 3 inch square samples of flat metal and 6-inch long
samples of solid metal for each color and finish.
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C. Warranty.
D. VOC Data: Submit for each product the Green Seal Certification to GS-11,
description of the basis for certification, and VOC content.
E. Provide a 1 gallon container of each color, type, and surface texture to Owner for
Owners testing.
1. Label each container with color, type, texture, and room locations, in addition
to the manufacturer's label.
1.6 QUALITY ASSURANCE
A. Applicator Qualifications: Paint applicator shall be licensed in the State of Florida or
in Broward County and use state or county journeymen. Provide a legible copy of
license and, when applicable a journeyman's certification attesting to qualification
requirements.
1. Certifications: Paint applicator shall provide a certification attesting to having
worked on projects similar in scope to this project for a minimum of 5 years.
Paint applicator not providing such documentation or not having the required
experience will be removed from the project and replaced by the Contractor.
B. Source Limitations: Obtain block fillers and primers for each coating system from the
same manufacturer as the finish coats.
C. Benchmark Samples (Mockups): Provide a full -coat benchmark finish sample for
each type of coating and substrate required. Comply with procedures specified in
PDCA P5. Duplicate finish of approved sample Submittals.
1. Architect will select one room or surface to represent surfaces and conditions
for application of each type of coating and substrate.
(a) Wall Surfaces: Provide samples on at least 100 sq. ft.
(b) Small Areas and Items: Project Consultant will designate items or
areas required.
2. Apply benchmark samples, according to requirements for the completed
Work, after permanent lighting and other environmental services have been
activated. Provide required sheen, color, and texture on each surface.
(a) After finishes are accepted, Project Consultant will use the room or
surface to evaluate coating systems of a similar nature.
3. Final approval of colors will be from benchmark samples.
D. VOC Content: Determine VOC (Volatile Organic Compound) content of primers,
paints, and coating in accordance with EPA Method 24 or ASTM D3960.
E. Conform to ASTM for interpretation of terms used in this Section.
F. Labels: Do not paint over Underwriter's Laboratories (UL), Factory Mutual (FM) or
other code required labels or equipment name, identification, performance rating, or
nomenclature plates.
G. Regulatory Requirements: Conform to applicable code for flame/fuel/smoke rating
requirements for finishes.
H. Single Source Responsibility: Provide primers, paints, stains and other coatings for
exterior and interior items and surfaces by the same manufacturer.
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Lead Safety: Beginning April 22, 2010, federal law (EPA's Final Rule 40 CFR Part
745) shall require that contractors and renovators performing renovation, repair, and
painting projects that disturb lead based paint in homes, child care facilities, and
schools built before 1978 that a child under age 6 visits regularly, to be certified and
follow lead -safe work practices to prevent lead contamination. Contractors and
renovators must be EPA Certified and projects must comply with the EPA manual
"Renovate Right, Important Lead Hazard Information for Families, Child Care
Providers and Schools".
1.7 DELIVERY, STORAGE AND HANDLING
A. Deliver materials to Project site in manufacturer's original, unopened packages and
containers bearing manufacturer's name and label and the following information:
1. Product name or title of material.
2. Product description (generic classification or binder type).
3. Manufacturer's stock number and date of manufacture.
4. Contents by volume, for pigment and vehicle constituents.
5. Thinning instructions.
6. Application instructions.
7. Color name and number.
8. VOC content.
B. Store materials not in use in tightly covered containers in a well -ventilated area at a
minimum ambient temperature of 45 degrees F and a maximum temperature of 90
degrees F. Maintain storage containers in a clean condition, free of foreign materials
and residue.
1. Keep storage area neat and orderly. Remove oily rags and waste daily.
C. Container Labeling: Include manufacturer's name, type of paint, brand name, brand
code, coverage, surface preparation, drying time, cleanup, color designation, and
instructions for mixing.
D. Store and mix materials in 1 area only.
E. Comply with health and fire regulations. Take precautionary measures to prevent fire
hazards and spontaneous combustion.
1.8 PROJECT CONDITIONS
A. Comply with manufacturer's recommendations as to environmental conditions under
which coatings and coating systems can be applied.
B. Do not do any painting if the relative humidity exceeds 90 percent.
C. Do not apply finish in areas where dust is being generated.
D. Cover or otherwise protect finished work of other trades and surfaces not being
painted concurrently or not to be painted.
E. Do not apply paint in snow, rain, fog, or mist; or when relative humidity exceeds 85
percent; or at temperatures less than 5 degrees F above the dew point; or to damp or
wet surfaces.
1. Painting may continue during inclement weather if surfaces and areas to be
painted are enclosed and heated within temperature limits specified by
manufacturer during application and drying periods.
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F.
G.
1.9
A.
1.10
Provide continuous ventilation to maintain surface and ambient temperatures 24
hours before, during and 48 hours after painting.
Provide lighting levels of 50 foot candles at mid -height at substrate surface.
ENVIRONMENTAL REQUIREMENTS
Provide continuous ventilation and heating facilities to maintain surface and ambient
temperatures above 50 degrees Fahrenheit for 24 hours before, during, and 48 hours
after application of finishes, unless required otherwise by manufacturer's instructions.
B. Do not apply paint in rain, fog or mist, when the relative humidity exceeds 85 percent,
at temperatures less than 5 degrees Fahrenheit above the dew point, or to damp or
wet surfaces.
1. Painting may continue during inclement weather if surfaces and areas to be
painted are enclosed and heated within temperature limits specified by the
manufacturer during application and drying periods.
C. Minimum Application Temperature:
1. Apply water -based paints only when the temperature of surfaces to be
painted and surrounding air temperatures are between 50 degrees
Fahrenheit and 90 degrees Fahrenheit.
2. Apply solvent -thinned paints only when the temperature of surfaces to be
painted and surrounding air temperatures are between 45 degrees
Fahrenheit and 95 degrees Fahrenheit.
D. Provide lighting level of 80 foot-candles measured mid -height at substrate surface.
E. Do not apply finish in areas where dust is being generated.
WARRANTY
A. Contractor, Sub -Contractor, and each Material Manufacturer: Provide a written 5
year unconditional Guarantee including a comprehensive Warranty covering all
workmanship and materials, and related costs. Submit under provisions of Section
01700, "Project Closeout'. Ensure Warranty includes the prevention of water -
infiltration through all components of the paint system.
B. Note: Manufacturer warranty to include all components of the integral paint system -
primer, texture, finish.
C. Contractor must repair or replace any component or workmanship found to be
defective and must include labor and materials to provide repair or replacement of all
finishes including painting, sealants, signage, interior finishes, and other components
affected by this Work.
EXTRA STOCK
A. Provide "Home Store" data (where painter purchased the paints used on the project)
include all paint records and the following Home Store information:
1. Name.
2. Address.
3. Telephone number.
4. Store manager name.
5. List of paints purchased by name and type.
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B. Provide a 1 gallon container of each color and surface texture of respective finish
paints used on the project.
C. Label each container with color, texture and room locations, in addition to the
manufacturer's label.
D. Deliver and store extra stock at the time of substantial completion.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. The Florida School Plant Management Association's Certified Products List shall
serve as a minimum guideline.
B. Subject to compliance with the specified requirements, provide products by one of
the following manufacturers:
1. Benjamin Moore & Co.
2. Coronado Paint Co.
3. Duron, Inc.
4. ICI Paint Stores, Inc.
5. MAB Paints.
6. PPG Architectural Finishes, Inc.
7. (Basis of Design) Sherwin-Williams Company.
2.2 PAINT MATERIALS, GENERAL
A. Material Compatibility: Provide block fillers, primers and finish -coat materials that are
compatible with one another and with the substrates indicated under conditions of
service and application, as demonstrated by manufacturer based on testing and field
experience.
B. Material Quality: Provide manufacturer's best -quality paint material of the various
coating types specified that are factory formulated and recommended by
manufacturer for application indicated. Paint -material containers not displaying
manufacturer's product identification will not be acceptable.
C. Colors: As selected by Owner from manufacturer's full range.
D. Millage specified in Section 09900-Painting is minimum acceptable dry film thickness
per coat application.
2.3 VOC CONTENT
A. Where products are specified below that meet LEED NC 2.2, VOC weight must not
exceed the following:
1. Interior Coatings (weight in grams/liter of product):
(a) Non -Flat: 150.
(b) Flat: 50.
2. Exterior Coatings weight in grams/liter of product minus water):
(a) Non -Flat: 200.
(b) Flat: 100.
2.4 CONCRETE UNIT MASONRY BLOCK FILLERS
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A. Refer to Section 09900-Painting.
2.5 EXTERIOR PRIMERS
A. Refer to Section 09900-Painting.
2.6 INTERIOR PRIMERS
A. Refer to Section 09900-Painting.
2.7 EXTERIOR FINISH COATS
A. Refer to Section 09900-Painting.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with applicator present, for compliance
with requirements for paint application. Comply with procedures specified in PDCA
P4.
1. Proceed with paint application only after unsatisfactory conditions have been
corrected and surfaces receiving paint are thoroughly dry.
2. Start of painting will be construed as Applicator's acceptance of surfaces and
conditions within a particular area.
B. Coordination of Work: Review other Sections in which primers are provided to
ensure compatibility of the total system for various substrates. On request, furnish
information on characteristics of finish materials to ensure use of compatible primers.
3.2 PREPARATION
A. Pressure clean all exterior surfaces with a minimum 3000 psi @ 4.0 gpm pressure
cleaning machine, removing all loose paint, chalky deposits and efflorescence, heavy
dirt accumulations, etc. If there is any sign of mildew or fungus on any surfaces, treat
that surface with 50/50 water and bleach solution and pressure clean thoroughly.
Due to paint finish break down, resulting in a chalky residue, clean high gloss walls
with a T.S.P. and water solution prior to pressure cleaning.
B. On wall or ceiling surfaces where asbestos materials such as transit panels have
been identified, the utmost caution must be exercised. Treat these areas with 50/50
water and bleach solution and rinsed thoroughly with low-pressure potable water.
Care should be taken so that the material is not disturbed.
C. Concrete, Masonry and Stucco:
1. Fill cracks and irregularities to provide uniform surface texture.
2. Clean stucco and concrete surfaces to remove dirt, loose mortar, foreign
matter, efflorescence and laitance.
D. Metal Surfaces:
1. Remove loose rust, grease, oil, dust, mill scale and other surface
contaminates using suitable methods for exposure.
2. Follow standards as established by The Steel Structures Painting Council.
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3.3
E. Air-dry areas cleaned with water (high or low) for a period of 24 hours.
1. Apply masonry sealer; white or tinted to match the finish color, that meets
D.O.E. specifications M.P. 14.3 within 7 days of cleaning.
2. Hairline Cracks and Peeled -Off Areas: Patched and feather -edged so as to
ensure a uniform surface that matches the rest of the area and will not be
noticeable after the finish coat of paint is applied.
3. Ensure all patching, glazing, scraping, sanding, and caulking will be done
and approved before the finish coats are applied.
F. If the wail has multiple hairline cracks, apply an elastomeric product and process
appropriate to the severity of wall deterioration and the texture desired for the
finished product.
G. Cut out wall cracks up to 1/4 inch wide. Feather -edge all scraped and peeled -off
areas with an approved patching compound to give a smooth and uniform surface
prior to the finish coats being applied. Remove old caulking, flush with water or
compressed air and fill with the correct filling compound. Final approval on all stages
of this process and resolution of all problems pertaining to this process will be made
by the Owner.
H. Contractor: Identify masonry cracks and other areas that are over 1/4 inch in width to
the Owner. They will be repaired by the Owner as needed and will be spot primed
and finished by the Contractor at no extra cost to the Owner.
I. Thoroughly clean aggregate panels (stone) and provide 2coats of clear sealer.
J. Remove all signage prior.to painting and reinstall when completed.
K. Protect all painted signs or replace in kind.
L. Use Rust-Oleum, rust reformer, on all rusted areas after the proper preparation.
Conform to Manufacturer's instructions.
APPLICATION
A. Verify that surfaces are ready to receive work as instructed by product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of Work. Report
any condition that may potentially affect proper application. Protect all adjacent
areas not to receive paint with appropriate covers, tape, etc.
C. Test shop applied primer for compatibility with subsequent cover materials.
D. Measure moisture content of surfaces using an electronic moisture meter. Do not
apply finishes unless moisture content of surfaces are below those recommended by
the product manufacturer and the ph of stucco has reached a ph of 10 or less. Verify
ph reading by testing with a ph pencil. Test every 1,000 square feet.
E. Follow manufacturer's directions by mixing, application, millage rate, and drying time
between coats.
F. Apply primer and allow it to dry.
G. Slightly vary the color of succeeding coats.
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H. Flow materials on evenly and smoothly, leaving surfaces free of brush marks,
streaks, laps or pile up of paints and skipped or missed areas with no variation in
sheen or color.
Apply elastormeric coating by airless spray or heavy nap roller. If applying by airless
spray, back roll to force material into voids and to even out the film. Apply two full
coats. Each coat is to yield a minimum 20 mils wet finish. Final finish is to be 20 mils
dry.
J. Ensure coverage and hide are complete. When color, stain, dirt or undercoats show
through final coat, cover the surface with additional coats until the paint film is of
uniform finish, color appearance and coverage at no additional cost to the Owner.
K. Metal Surfaces:
1. Remove loose paint, rust and scale by scraping, sanding or wire brushing the
entire area.
2. Feather edges to ensure a quality finish.
3. Prime surfaces with acrylic metal primer, finish coat with semi -gloss or high
gloss latex.
4. In areas where heavy rust is evident, proper cleaning and a coat of zinc
chromate will be necessary prior to finish coating.
L. Wood Surfaces:
1. Ensure previously painted wood is thoroughly scraped, sanded, feathered,
primed with acrylic primer sealer and finished with latex semi gloss enamel.
2. Contractor: Identify rotted wood to the Owner for replacement. Prime and
finish at no extra cost to the Owner.
M. Loggia, Breezeway Ceilings and Overhanging Ceilings (that are finished with alkyd
enamel):
1. Pressure clean, scrape, sand, prime, retain patch and caulk with appropriate
material and then finish with latex semi gloss enamel.
N. Exterior Doors and Frames:
1. Pressure clean, scrape, sand, and featheredge, patch if needed, prime and
finish on all 6 sides.
2. Contractor: Responsible for the removal and replacement of security grills as
needed.
O. Caulking Windows, Door Frames, Opening Trim, Window Frames (or where masonry
meets any other surface):
1. Remove the old deteriorated caulking and replace with continuous uniform
bead of caulking to ensure a water tight and uniform seal.
2. Scrape, sand, dust, prime and re -glaze all deteriorated or missing window
glazing on wood frame windows to form a uniform watertight seal and then
finish as needed.
P. Exterior Stairwells and High Traffic Areas (adjacent to concrete or asphalt sidewalks):
1. Clean, prime provide 2 coats of 100 percent Arcylic Elastomeric paint and
finish with one coat of latex high gloss enamel.
Q. Signs (seals, logos, emblems, etc.): Pressure clean, scrape, seal with a `chalky wall
sealer", patch and restore to their original configurations and colors, unless otherwise
specified at Pre -Job Conference.
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R. Contractor:
1. Ensure paint coverage is complete.
2. Utilize a wet film thickness gauge at all times of application to confirm
application is compliant with this specification and the manufacturer's
requirements.
3. When color, stain, dirt or undercoating show through the final coat, cover the
surface with additional coats until the paint film is of uniform finish, color
appearance, and coverage at no additional cost to the Owner.
S. Ensure application is under provisions of manufacturer's printed instructions on the
label.
3.4 INSPECTION
A. Do not apply additional coats until completed coat has been inspected by the Owner.
B. Only inspected coats of paint will be considered in determining number of coats
applied.
C. Provide wet film thickness gage for verification of application thickness compliance.
3.5 CLEANING
A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other
discarded paint materials from Project site.
1. After completing painting, clean glass and paint -spattered surfaces. Remove
spattered paint by washing and scraping without scratching or damaging
adjacent finished surfaces.
B. Remove all spilled, splashed or splattered paint from all surfaces. Leave entire
project in a clean condition.
C. Place scrapings, empty cans, consumed brushes, etc. in plastic bags and dispose of
in the proper manner by the Contractor. Place used mineral spirits and other
hazardous liquids in an appropriate container and is the responsibility of the
Contractor to properly dispose of in full compliance of E.P.A. rules and regulations.
D. Do not mar surface finish by cleaning.
E. Leave entire project in a clean condition.
3.6 PROTECTION
A. Cover or otherwise protect surfaces not being painted concurrently or not to be
painted.
B. Provide "Wet Paint' signs as required to protect newly painted surfaces.
3.7 EXTERIOR PAINTING SCHEDULE
A. Finish all exposed surfaces under provisions of the following painting schedule
unless the drawings or the specifications specifically indicate otherwise.
B. Exterior Surfaces:
1. Surface Paint Coats
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2. Ferrous Metals: 1st & 2nd: Exterior Semi- gloss acrylic enamel (shop
primed).
3. Ferrous Metals: 1 st: Ferrous metal primer (unprimed). 2nd & 3rd:
Exterior Semi- gloss acrylic enamel.
4. Galvanized Metal: 1st: Galvanized metal primer. 2nd & 3rd: Exterior Semi-
gloss acrylic enamel.
5. Aluminum: 1 st: Factory Formulated acrylic -based metal,
(Aluminum) primer for exterior applications. 2nd & 3rd:
Exterior Semi -gloss acrylic enamel.
6. Existing & Repaired Stucco & Concrete: 1st: Latex Conditioner for chalking
surfaces, 2nd & 3rd: 100% Acrylic
Elastomeric, Exterior, Semi -gloss
7. New Stucco & Concrete: 1st: Primer Coating, for new masonry surfaces.
2nd: Texture Coat to match existing; more than 1
coat may be required. 3rd & 4th: Acrylic -Latex
Base, Exterior, and Semi -gloss
a. High Traffic Areas: In addition to Item 5 provide; 1 Coat of Acrylic -Latex
Base, Exterior, gloss
9. Exiting and New Stucco & Concrete Openings: 1 Latex Primer or
Conditioner and Concrete
Ceilings. 2nd & 3rd: Acrylic
Latex Base, Exterior, Flat
10. Exterior Note: Ensure all new stucco receives a sanded textured coat, after
primer/sealer, to match existing stucco prior to application of finish coats.
Textured coat must be a product by an approved paint system manufacturer
and be compatible with, and of quality grade equal to or better than exterior
paint system and may require more than 1 coat to match existing surfaces.
Ensure primer used on existing surfaces is compatible with the existing
manufactured product.
3.8 INTERIOR PAINTING SCHEDULE
A. Finish all exposed surfaces under provisions of the following painting schedule
unless the drawings or the specifications specifically indicate otherwise.
B. Exterior Surfaces:
1. Surface Paint Coats
2. Wood (stain): 1st: Oil Wood Stain; 2nd: Alkyd Sanding Sealer; 3rd & 4th:
Alkyd Gloss Varnish Clear (Note: Sand lightly between coats).
3. Ferrous Metals: Same as for exterior (Shop primed).
4. Ferrous Metals: Same as for exterior (Unprimed).
5. Galvanized Metal: Same as for exterior.
6. Non- Ferrous Metal: Same as for exterior.
7. Gypsum Wallboard: 1 st: Interior Latex Primer Sealer; Plaster & Concrete:
2nd & 3rd: Semi -gloss, Acrylic (Walls) Flat, Acrylic (Ceilings).
END OF SECTION
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Consulting {['`l/v�L BOCA BATON . RIO33432
Engineers, PHONE (561) 353-1152
0 FAX: (561) 353-1708
Inc. CM No. 5810 floridowgineers@g=3.com
SHEET
NUMBER
S K-2
NOTES:
1. PROVIDE ADEQUATE SHORING TO SUPPORT THE
EXISTING BUILDING STRUCTURE AND SECURE
THE REPAIR AREA PRIOR TO ANY CUTTING OF
CHISELING. ANY DAMAGE CAUSE BY THE
CONCRETE REPAIR OPERATION SHALL BE
REPAIRED BY THE CONTRACTOR IMMEDIATELY.
THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ALL SAFETY MEASURES TO
PROTECT THE BUILDING, RESIDENTS, VISITOR,
PEDESTRIAN, VEHICLES, NEIGHBORING BUILDINGS
FROM ALL HARM DUE THE CONSTRUCTION
OPERATION.
2. SAW CUT ALL EDGES.
3. DO NOT CUT EXISTING REBARS UNLESS
DIRECTED BY THE ENGINEER OF RECORD.
4. ADD REBARS AS DIRECTED BY THE ENGINEER
OF RECORD.
5. COAT ALL REBARS WITH WITH PRIMER (SIKA
ARMETEC OR APPROVED EQUAL).
6. INSTALL CONCRETE FORMS AS REQUIRED.
7. POUR CONCRETE PER MANUFACTURER'S
SPECIFICATIONS, WET ALL EXISTING CONCRETE
EDGES AND SURFACES PRIOR TO NEW POUR.
8. CURE CONCRETE PER SPECIFICATIONS.
9. RESTORE ALL REPAIR AREA FINISH SURFACES
TO TO MATCH EXISTING.
10. ALL COSTS OF THE ABOVE SHALL BE INCLUDED
IN UNIT COST FOR EACH REPAIR TYPE.
11. PAINT (PRIME AND PAINT) ALL REPAIRED
AREAS TO MATCH EXISTING. COST OF PAINT
SHALL BE CHARGED SEPARATELY AS SHOWN IN
THE BID UNIT COSTS TABULATION
NOTES
Island Crest Condominium Page 61 of 71 Florida Consulting Engineers, Inc.
9/22/2021 Zuhair Jalloul, P.E.
STEP 1
IDENTIFY AND MARK
REPAIR AREA
(MODERATE SPALL),
DO NOT PROCEED
WITH WORK UNTIL
INSTRUCTUCED BY
ENGINEER OF RECORD
STEP 2
CHIP OUT TO REMOVE
SPALL CONCRETE AND
REACH SOUND
CONCRETE. SAW CUT
EDGES
STEP 3
COAT EXPOSED
SURFACES WITH
BONDING AGENT AND
COAT ANY EXPOSED
REBARS WITH PRIMER
PER SPECIFICATIONS
STEP 4
FORM AND POUR
CONCRETE. FINISH
SURFACE AND PAINT
TO MATCH EXISTING
;UT AROUND
PERIMETER"'OF—SPALL
CHIP OUT TO SOUND
CONCRETE
TYPICAL PARTIAL DEPTH SLAB REPAIR DETAIL
NOT TO SCALE
Island Crest Condominium
Page 62 of 71
9/22/2021
Florida Consulting Engineers, Inc.
Zuhair Jalloul, P.E.
7
EXISTING SLAB 7
REMOVE 3" IN WIDTH
OF STUCCO FROM
THE LOCATIONS
WHERE CRACKS
EXISTS AND CLEAN
THE CRACK
THOROUGHLY. THEN
PRESSURE INJECT
CONCRESIVE LPL
MANUFACTURED BY
BASF OR EQUIVALENT.
APPLY STUCCO UPON
CURING AND PAINT
THE SURFACE TO
MATCH EXISTING.
SEE PROJECT
MANUAL FOR STUCCO
REPAIR SPECIFICATION
NOTE:
FOR CRACKS ALONG BLOCK SHELL FACE. DRILL 3/8"
HOLES AND INSTALL PORTS AT 8" O.C. ALONG THE
ENTIRE LENGTH OF THE CRACK. INJECT CRACKS WITH
CONCRESIVE LPL MANUFACTURED BY BASF OR
APPROVED EQUAL. SEAL CRACKS AND SECURE PORTS.
TYPICAL CONTROL )OI NT DETAIL
NOT TO SCALE
Island Crest Condominium
Page 63 of 71
9/22/2021
Florida Consulting Engineers, Inc.
Zuhair Jalloul, P.E.
EXISTING
NOTE:
DO NOT CUT EXISTING
REBARS UNLESS
DIRECTED BY THE
ENGINEER OF RECORD
DEMOLISH THE SLAB
FULL DEPTH
DAMAGE AREA ,
SAW CUT EDGES
AND POUR
CONCRETE OVER
FORM AS PER THE
SPECIFICATIONS
TYPICAL FULL DEPTH SLAB REPAIR DETAIL
NOT TO SCALE
Island Crest Condominium
Page 64 of 71
9/22/2021
Florida Consulting Engineers, Inc.
Zuhair Jalloul, P.E.
Y2" 0 x 3" LONG
TAPCONS @ 12"
0. C. WITH 1 Y2"
EMBEDMENT (MIN. 2
TAPCONS PER EACH
DIRECTION W/ :Y4"
CONCRETE COVER -
EXISTING EXPOSED
REINFORCEMENT TO
BE CLEANED AND
EPDXY PAINTED AS
PER TYPICAL
REPAIR NOTES
SEE SPECIFICATIONS
FOR CONCRETE
SCRATCH COATED
SAWCUT EXISTING
TOPPING AND
REPLACE DEFECTED
AREA
N
EXISTING CONCRETE
TYPICAL CONCRETE BEAM REPAI R DETAI L
NOT TO SCALE
Island Crest Condominium
Page 65 of 71
9/22/2021
Florida Consulting Engineers, Inc.
Zuhair Jalloul, P.E.
FILL WITH "SIKA TOP
122 OR APPROVED
EQUAL" PLUS WITH
NO SAND
9 GAUGE GALV.
WIRE MESH W/ 1" x
1" SQUARES
TAPCON SCREWS
6" O.C. E.W. (IF
THE DEPTH OF THE
SPALL REPAIR IS
MORE THAN Q2"
4
4
14
Ld
5Z
C
EXISTING CONCRETE
TYPICAL PARTIAL DEPTH SLAB REPAIR DETAIL
NOT TO SCALE
Island Crest Condominium Page 66 of 71 Florida Consulting Engineers, Inc.
9/22/2021 Zuhair Jalloul, P.E.
n 4
3 C d
443
INJECTION PORTS
INSERTED INTO 4
EACH DRILLED HOLE—\
CRACK &� a
4
4 a
EPDXY PASTE 5.
TO SEAL CRACK �.
4.
ALL ALONG 4a
i n 4 O • �
w' 4
•.4
n
a
4
A. •O V
n
4 4 0 4
b
HOLES DRILLED C4�
INTO CRACK @ 4
6" O.C. 4.:
C 4 4
4 a
EPDXY 1 N) ECTI O N D ETA I L
NOT TO SCALE
Island Crest Condominium
Page 67 of 71
9/22/2021
Florida Consulting Engineers, Inc.
Zuhair Jailoul, P.E.
CORNER
REPAIR
REPAIR
MORTAR OR
CONCRETE
SEE
SPECIFICATION
Z_
G FACE REPAIR
r
A
4
4 REPAIR
MORTAR OR
CONCRETE
SEE
SPECIFICATIONS
1 1 /2" MIN. , , 1 1 /2" MIN.
TYPICAL COLUMN REPAI R DETAI L
NOT TO SCALE
Island Crest Condominium
Page 68 of 71
9/22/2021
Florida Consulting Engineers, Inc.
Zuhair Jalloul, P.E.
N
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0
v
in
STEEL
-GALVASHIELD® XPT ANODE
WIRES WRAPPED IN OPPOSITE
DIRECTIONS AROUND BAR ONE
FULL TIME BEFORE TWISTING
PLAN OF TYPICAL INSTALLATION TO SIDE OF REBAR
N.T.S.
WIRES WRAPPED IN OPPOSITE
DIRECTIONS AROUND BAR ONE
REINFORCING STEEL FULL TIME BEFORE TWISTING
GALVASHIELD° XPT ANODE
ELEVATION OF TYPICAL INSTALLATION BELOW REBAR
N.T.S.
GALVASHIELD" XPT ANODE PROPERTIES
MINIMUM WEIGHT OF ZINC CORE
60 g
OVERALL LENGTH OF TIE WIRES
400 mm
NOMINAL DIMENSIONS OF ANODE
125 mm x 25 mm x 25 mm
ANODETYPE/CLASS
1A/P
ALKALI ACTIVATED CORROSION PREVENTION
=L
GALVASHIELD® XPT ANODE
JR CONNECTION
INSTRUCTIONS
SECTION OF TYPICAL CONNECTION TO SIDE OF REBAR
N.T.S.
REINFORCING STEEL
GALVASHIELD® XPTANODE
WIRES WRAPPED IN OPPOSITE
DIRECTIONS AROUND BAR ONE
FULL TIME BEFORE TWISTING
PLAN OF TYPICAL INSTALLATION AT REBAR INTERSECTION
N.T.S.
Island Crest
Condominium
1. REMOVE DAMAGED CONCRETE AS
PER STANDARD REPAIR METHODS.
2. REPLACEICLEAN ANY CORRODED
REINFORCING STEEL.
3. ENSURE EXPOSED REINFORCING
STEEL IS SECURELY FASTENED WITH
TIE WIRE TO PROVIDE GOOD
ELECTRICAL CONTINUITY.
4. ATTACH GALVASHIELD ® XPT
ANODES TO CLEAN REINFORCING
STEEL AT AN EVEN SPACING WITHIN
PATCH AREA. OR AS OUTLINED IN
PROJECT SPECIFICATIONS
(MAX 750mm).
S. GALVASHIELD ° XPT ANODES ARE
INSTALLED ALONG THE PERIMETER
OF THE REPAIR AREA WHEN ALL
CHLORIDE CONTAMINATED
CONCRETE HAS BEEN REMOVED. IF
ANY CHLORIDE CONTAMINATED
CONCRETE REMAINS WITHIN THE
REPAIR AREA AND IS IN CONTACT
WITH ANY LAYER OF REINFORCING
STEEL THEN IT MAY BE NECESSARY
TO PLACE GALVASHIELD ° XPT
ANODES IN A GRID PATTERN WITHIN
THE INTERIOR OF THE REPAIR AREA
6. TEST ELECTRICAL CONTINUITY OF
THE REINFORCING STEEL BEFORE
INSTALLATION AND REPAIR AS
NECESSARY. TEST ELECTRICAL
CONTINUITY OF ANODE CONNECTION
TO REINFORCING STEEL AFTER
INSTALLATION. A DC VOLTAGE
MEASUREMENT OF 51mV CONFIRMS
GOOD CONTINUITY.
7. POUR BACK REPAIR AREA WITH
COMPATIBLE REPAIR MATERIAL AS
PER PROJECT SPECIFICATIONS.
GALVASHIELD®
XPT EMBEDDED
OR APPROVED
EQUAL GALVANIC
ANODES
TYPICAL INSTALLATION
DETAILS
BY: JWH I DATE: 1-25-17
SHEET: 1 OF 3
r
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in
CONDUCTIVE MORTAR BRIDGE FOR USE WITH HIGH RESISTIVITY REPAIR MORTARS
N.T.S.
Island Crest
Condominium
1. FOR REPAIR MATERIALS WITH A
HIGH RESISTIVITY (GREATER THAN
15 000 Ohm -cm) A LOW-RESISTIVITYMORTAR POCKET MUST BE
INSTALLED.
2. INSTALL GALVASHIELD ° XPT
ANODE AS NORMAL.
3. MORTAR POCKET MUST BE MADE
USING EITHER GALVASHIELD m
EMBEDDING MORTAR OR ANY
REPAIR MATERIAL WITH RESISTIVITY
LESS THAN 15,000 Ohm m.
4. MORTAR POCKET WILL
COMPLETELY FILL THE SPACE
BETWEEN THE ANODE AND
CONCRETE OVER A MINIMUM AREA
OF 100mm IN DIAMETER.
GALVASHIELD®
XPT EMBEDDED
OR APPROVED
EQUAL GALVANIC
ANODES
TYPICAL INSTALLATION
DETAIL FOR HIGH
RESISTIVITY REPAIR
MATERIALS
I BY: JWH I DATE: Nov 20-2012 1
I SHEET: 2 OF 3 1
1: PLACE ANODE SNUGLY AGAINST FACE OF
REINFORCING STEEL WITH ONE (1) WIRE
ON EITHER SIDE OF REINFORCING STEEL
10
N
N
O
N
2 & 3: BEND ONE WIRE COMPLETELY
AROUND REINFORCING STEEL
N
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in
0
4 & 5: BEND SECOND WIRE COMPLETELY
AROUND REINFORCING STEEL
IN THE OPPOSITE DIRECTION
5
L
6: TWIST WIRES TOGETHER TIGHTLY TO
COMPLETE THE CONNECTION, TAKE
CARE NOT TO BREAK THE WIRES
M.
Island Crest
Condominium
GALVASHIELD®
XPT EMBEDDED
OR APPROVED
EQUAL GALVANIC
ANODES
STEP BY STEP TIE WIRE
WRAP INSTALLATION
DETAIL
BY: JWH I DATE: Nov 20-2012
SHEET: 3 OF 3