HomeMy WebLinkAboutCONCRETE RESTORATIONSCANNED
BY
St. Lucie County
ST LUCIE/CO�TTI6RT� ANC DMSION
REVIEWED FOR C LLINCE
REVjIIEWED BY cry
Exhibit `� PLANS \D PERMIT ST BE KEPT ON 70B
NO INSPECTION WILL BE RUDE.
VeStana Beach QmkNsANDALL PROPOSEDWORK
Stacks 5 and 6 ARE SUBJECT TO ANYCoRRECTIONS
REQUIRE
1 0740 SOUTH N S fV(8S THAT
IN ORDER TO
J E N S E N B E A C COM LWD'�t��ABLE CODE;
STRUCTURAL- SPECIFICATIONS
FOR
CONCRETE RESTORATION
Unit Numbers 906, 806, 706, 606, 506, 406, 306, 206,
905, 805, 705, 605, 505, 405, 305 and 205
RECEIVE®
OCT 15 1015
Prepared By:
Florida Consulting Engineers, Inc.
C.O.A. 5010
134 N.W. 1 6TH STREET, SUITE 1
BOCA RATON, FLORIDA 33432
PHONE: 561-353-1 152 OR 561-702-4216
_ FAX: 561 -353-1 708
EMAIL: FLORIDAENGINEERS@GMAIL.COM
DATE: SEPT. 1 ST, 201 5
ZUHAIR M. JALLOUL, P.E.
�"ONCEAI.EDFASTENERS ORATTACHMENTS FLORIDA LICENSE No. 35416
ARE THE RESPONSIBILI Y OF THE
CONTRACTOR OF RECORD FILL COPY
Vistana Beach Club, 10740 S Ocean Dr. Jensen Beach
Unit Numbers 906, 806, 706, 606. 506, 406, 306, 206, 905, 805, 705, 605, 505. 405, 305 and 205
pCT 0 2 Z015
Page 1 of 27 Florida Consulting Engineers, Inc.
Sept. lsl, 2015 Zuhair Jallcul, P.E.
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 St. Lucie
County Codes and ordinances.
C.
1.01 WORK INCLUDED
A. Concrete removal.
B. Concrete placement.
C. Reinforcement steel repairs.
D. Remove door frames, screens or other items as required and reinstall after
concrete repairs
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 Preparation
or Deteriorated Concrete Resulting from Reinforcing Steel Corrosion.
_ Guideline No. 03730. _
J. International Concrete Repair Institute (ICRI) - Guide for Selecting Application
Methods for the Repair of Concrete Surfaces. Guideline No. 03731.
K. Manufacturer's material specifications - Recommended surface preparation,
mixing, installation, and curing instructions.
u UL L Wu r OCT 0 2 2015
Vistana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 2 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806, 706, 606, 506, 406. 306. 206, 905, 805. 705, 605, 505. 405, 305 and 205 Sept. 1st, 2015 Zuhair Jalloul, P.E.
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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:
L�
OCT 0 2 2015
Vstana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 3 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806. 706. 606. 506, 406. 306, 206, 905. 805, 705, 605. 505, 405, 305 and 205 Sept. 1st, 2015 Zuhair Jalloul, P.E.
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
Floor waterproofing (urethane):
1).
Tremco
2).
Sonneborn Sonoguard.
3).
Sika
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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OU 012015
\Adana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 4 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806. 706. 606, 506. 406, 306, 206, 905, 805, 705, 605, 505, 405. 305 and 205 Sept. 1st, 2015 Zuliair Jalloul, P.E.
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.
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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.
OCT 0 2 2015
Vistana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 5 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806, 706, 606. 506, 406, 306, 206, 905. 805, 705, 605, 505, 405, 305 and 205 Sept. 1st, 2015 Zuhair Jalloul, P.E.
..r
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 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. The method of erecting and anchoring the temporary wall must be
adequate to resist storm force winds and prevent normal water and dust
intrusion. The wall shall be constructed with wood framing, plywood
sheathing, and plastic sheathing.
D. Re -install doors and frames if possible to meet existing conditions.
E. Re -place doors and frames to Code if necessary.
F. Install bottom tracking in a full bed of waterproofing mastic and install
new stainless steel fasteners set into holes filled with sealant for all wall
and slab penetrations.
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.
G
���E C00- OCT 0 n 2015
Vislana Beach Club, 10740 S Ocean Dr. Jensen Beach >` ,Page 6 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806, 706, 606, 506, 406, 306, 206, 905, 805, 705, 605, 505, 405, 305 and 205 Sept 1st, 2015 Zuhair Jalloul, P.:E. -
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.
OCT 0 2 2015
Vistana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 7 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806, 706, 606, 506, 406, 306, 206, 905, 805, 705, 605, 505, 405, 305 and 205 Sept. 1 at, 2015 Zuhair Jalloul, P.E.
GUIDELINES
Guide for Surface Preparation for the
Repair of Deteriorated Concrete Resulting
From Reinforcing Steel Corrosion
■ Removal Geometry
■ Exposing and Undercutting of Reinforcing Steel
■ Cleaning and Repair of Reinforcing Steel
■ 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.
vstana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 8 of 27
Unit Numbers 906, 806, 706, 606, 506, 406, 306, 206, 905, 805, 705, 605, 505, 405, 305 and 205 Sept. 1st, 2015
OCT"0 2 2015
Florida Consulting Engineers, Inc.
Zuhair Jalloul, P.E.
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)e_ngths-shall beAetermmed
in accordance with ACI31,8, also" refer to CRSI and
AASHTO manual. '. Luse of section
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OCT 02.2015
vstana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 11 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806, 706, 606, 506, 406, 306.206, 905, 805, 705, 605, 505, 405. 305 and 205 Sept. 1st, 2015 Zuhair Jalloul, P.E.
(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. $1,000,000.00 Aggregate.
5). Business Auto Liability (including owned, non -owned and hired
vehicles):
a. Bodily Injury:
(i) $100,000.00 Each Person.
$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
2. INSPECTIONS
A. This Engineer will provide inspections and no work will be covered without his
COPY q2 Zo,S
Vistana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 14 of 27 Florida Consulting Engineers, Inc.
Unit Numbers 906, 806, 706, 606, 506, 406, 306. 206, 905. 805, 705, 605, 505, 405, 305 and 205 Sept. 1st, 2015 Zuhair Jalloul, P.E.
f. The Contractor shall follow all Manufacturers' recommendations for the use
of their material.
g. The Contractor shall provide all required labor, materials, necessary
equipment, supervision, insurance, and permits required to complete the
work.
h. The Contractor 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.
All punch list items will be completed per swing stage "drop", or
Walkway prior to moving the swing stage or scaffolding.
2). SCHEDULING
a. The Contractor 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 forfach area of work including the
numbers of workmen and swing stages.
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
-the-Owner. may -notify -residents -that will-be=affected
d—Prior-to-the-commencement-of=9n=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 I
schedule, the Owner's security requirements, parking, storage, hours of
work, use of the work area by residents of the building and their invitees,
OCT 0 2 2015
A RAJ.
Vistana Beach Club, 10740 S Ocean Dr. Jensen Beach Page 17 0 Flo da o Iti n.Fn ineers, Inc.
Unit Numbers 906, 806, 706, 606, 506, 406, 306, 206, 905. 805. 705, 605, 505, 405. 305 and 205 Sept 1st
c Zoh it Jalloul, P.E.
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 required 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.
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_
j—The-Ownershall-be-responsibleforprovrding-access to the apartments within
10 calendar days of written notice to the management of an apartment
invasion.
0CT -0 2. ZO15
Ir�rj fljl lAl ZI��i.
Vistana Beach Club, 10740 S Ocean Dr. Jensen Beach Pa a 2.bf�Z., �J' Io�r�B'a Coulting Engineers, Inc.
Unit Numbers 906, 806, 706, 606, 506, 406, 306, 206, 905, 805, 705, 605, 505, 405, 305 and 205 Be t. y t� Zuhair Jalloul, P.E.
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 Owners 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, exceptas-- - - - -
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 understan mg an 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.
UT 0 2 2015
Vistana Beach Club, 10740 Unit Numbers 906, 06, 7065 06, 506.406, 306, 206, 05, 805, 705, 605, 505, 405, 305 and 205 �5 ' t f Ir�1q� Consulting angialeoul, Inc..
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.
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.
OCT 0 2 Z015
Vistana Beach Club, 10740 Unit Numbers 906, 06. 7 6S 06, 506. 406. 306, 206. 05, 805, 705, 605, 505, 405, 305 and 205 � L5 M 13�.� ,y t j"1�IsSTida Consulting
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