HomeMy WebLinkAboutProject Manual21ol- --o-�-7 l
REVIEWED FOR E
CODE c®�Lr� COUNTY
ST. LUCIE
E®CC
PROJECT MANUAL
FOR
Exterior Building Restoration
And Refurbishment Project
AT
THE BARCLAY BEACH CLUB
CONDOMINIUM ASSOCIATION, INC.
2800 N. Highway Al
Ft. Pierce, FL 34949
.-I
Kevstone Enaineerina. Inc.
TOMAS PONCE, MSCE, P.E.
STATE OF FLORIDA
CERTIFIED PROFESSIONAL ENGINEER and SPECIAL INSPECTOR
#50068
June 11, 2020 t oll
®"111d1rF1/io >i
12-t
r
No. 0068
2 1
STATE OF
i 'o • •
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Av
KEYSTONE ENGINEERING
2
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING. RESTORATION AND REFURBISHMENT 'PROJECT'.
TABLE OF CONTENTS
COVER. .
PROJECT DIRECTORY
TABLE OF CONTENTS
= .,SECTION....
BIDDING AND CONTRACT'DOCUMENTS
.010
Invitation to Bid
020 .
Instruction. to. Bidders
030,
'Bid Form
040 '.
s
General Conditions
.
SECTION. =
GENERAL. PROJECT .REQUIREMENTS
100
Project. Description . .
101
Summary of Work.
102
:Provisions for Insurance -
103.
Payment and Progress. Schedule.: .
104:
JobSite Condition$. and Requirements
-`. .105
Contractor Responsibility.'...''
106.
Owner Responsibility:
107
Safety and Public -Convenience
108 ' .:
Product Delivery, Storage and Handling .
109.Submittals
and Materials Approval .
11'0. :.
Repair of Spallod-Concrete .
Railing Detail Plans -
Railing, Paint Specification
KEYSTONE ENGINEERING
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
SECTION 020 — INSTRUCTIONS TO BIDDERS
GENERAL
To be entitled to consideration, proposals shall be made in accordance with the
following instructions:
EXAMINATION OF THE SITE AND DOCUMENTS
Before submitting a proposal, the bidder shall:
1. Carefully examine the project requirements and specifications as applicable.
2. Visit the site of the work and fully inform himself of existing conditions and limitations.
3. Rely entirely upon his own judgment in preparing his proposal, and include in his bid
a sum sufficient to cover all items required by the Contract.
4. Contractor is to verify any supplied fixed item bid quantities. Any variance in
measurable quantities found, are to be brought to the attention of the Engineer prior
to submission of bids. Change orders will not be considered for any variances in
measurable quantities after the submissions of bids.
INTERPRETATIONS
A. Questions regarding the project requirements and specifications should be
addressed to the Project Engineer and will be answered by addenda addressed to
all Bidders. Questions shall be emailed to both the Project Engineer and Project
Manager.
B. Neither Owner nor Engineer will be responsible for oral interpretations.
C. Questions received less than 72 hours before the time set for Bid opening cannot be
answered.
D. All Addenda issued during the bidding period will be incorporated into the Contract.
FORM OF BID
A. Submit Bid in form furnished by Project Engineer without alterations in the form, or
any recapitulation of the work to be done.
B. Fill in all blank spaces in the form: sign in longhand.
C. If Bidder is a partnership or co -partnership, each partner must sign; if a corporation,
print name of state in which incorporated, followed by the signature or signatures of
the person or persons authorized to sign, and the names of the offices they hold in
the corporation.
ORAL AND TELEPHONE BIDS
Oral and telephone bids, or modification of bids, cannot be considered.
OWNER'S RIGHT
The Owner reserves the right to accept or reject any or all bids or any portion of bids on
this project for whatever reason and without explanation. Contractors may be requested
to participate in an interview with the Owners and Project Engineer following an
evaluation of the bids. Owner may choose to complete project in phases or eliminate
certain phases for this bid.
SUBSTITUTIONS
A. Bids shall be based upon the articles and materials named in the specifications.
B. Substitutions may be made with the bid under the following conditions:
1. Bidders may submit, on a separate sheet enclosed with the Bid Form, a list of
proposed substitutions which they are willing to guarantee, and stating the
additions to or deductions from the Bid prices in case they are allowed.
2. Technical data shall be submitted, as above.
KEYSTONE ENGINEERING
5
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
3. The Owner reserves the right to reject all such proposals, and they will not be
used to determine the low bid.
ALTERNATE BIDS
A. Except as stated above, alternate bids other than those listed in the bid form cannot
be considered.
B. Failure to bid upon all items listed in the Bid Form may cause rejection of the Bid.
SUBMISSION OF BID
A. Enclose two copies of your Bid in a sealed envelope addressed to:
Barclay Beach Club Condominium Association, Inc.
2800 N. Highway A1A
Ft. Pierce, FL 34949
Attn: President -Board of Directors
RE: EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
KEYSTONE ENGINEERING
6
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
Bid Sheet
Page 1 of 7
~- Section 030- BID FORM:
PROJECT: The Barclay Beach Club Condominium
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
Submit Two Sealed Copies of the Bid to:
Barclay Beach Club Condominium Association, Inc.
2800 N. Highway A1A
Ft. Pierce, FL 34949
Attn: President -Board of Directors
RE: EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
Submitted by:
Company Name
Date:
The undersigned
A. Acknowledges receipt of:
1. Project Manual for The BARCLAY BEACH CLUB EXTERIOR BUILDING
RESTORATION AND REFURBISHMENT PROJECT
2.
3. Addenda numbers
B. Has examined the Project site and Bidding documents
C. Agrees:
1. To hold the Bid open for sixty (60) calendar days after the bid due date.
2. To execute a satisfactory AIA 101-2017/201-2017 contract with the owner and
to submit required insurance certificates to owner within seven (7) days after
notice of award.
3. Provide a five-year non -prorated warranty, unless otherwise specified, for all
labor and materials incorporated into the project. Submit prior to contract
signing.
4. Removal and reinstallation of the shutters and shutter fasteners, as needed, will
be the responsibility of the Association or Unit Owner.
KEYSTONE ENGINEERING
7
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
Bidder Company Name
Bid Sheet Page 2 of 7
D. Contractor proposes to accomplish the work in accordance with the contract documents, best
industry practices and following applicable current Florida building codes. The Base bid
represents a stipulated sum for all costs of work total including: management, supervision,
overhead, labor, materials, insurance, equipment, tools, permits, transportation and any
individual costs incurred. Variable quantity bid items will be adjusted for actual volume of
work competed, up or down, by the unit cost bid.
E. Shutters removal, reinstallation and replacement will be handled by the Association and/or unit
owner as needed via a shutter subcontractor. The shutter work will be coordinated with the
contractor. Shutters will be removed as needed in advance of the work and reinstalled after
all work is complete in a given area.
F. The owners will have the option to purchase new sliding glass doors or windows from the
contractor. Owners will place their order and payment with the Association by the designated
date and the contractor will provide and install the glass products and bill the Association as
part of the project monthly billing. In some cases, glass doors or windows will need to be
removed to repair the concrete structure and may not be able to be reinstalled due to
age or condition. In these cases, new windows or doors will need to be purchased and
installed. Interior areas may be affected by the structural repair work.
Bidder Company Name
KEYSTONE ENGINEERING
8
IiG111
Gcar
�j'
V,IIIiiya&
LAiG1'IMGV.GVJ,i'.
LAiGIIMGV"GVJi
1
Mobiliiation
;. 1
EA
$.'. _ ..
$•', . -
-
2
floor Coating Strip ;
10245
SF..:
a. Tile.(.and Coati ng):Removal-All :
4809
SF
$ _;.:
..:.:.. ;..
$. • .. .....
b. Tile Removal Partial-Est:-as'needed* " :..
1800
SF'- .
-
-
3
:Concrete -Repairs
a: Floor. Surface:..
'Mb
SF
b: Slab Edge ::
240
LF
c. Slab Full Depth :.. :: :..
117
SF
d' Column/Beam .
6
CF
e: Smalf Repairs Allowance=Spots . ' . ; .. :..
175
EA
f: Ceiling Spalls ::..
:100
SF-
;..
g, Profiling Mortar. ; ..
-
'.
h. Crack Repairs Floor.Slab.
i:.Dinin =Livin-Bedroom.at Window'...
28
CF .
. 4
Railings.' .. .
a. Remove and Reinstall as needed - ':
350
L•F:
. .
b: Epoxy Inject Posts .. .:. •.. ... ' ... �
354
EA
c: Paint Existing..Railings _ � � '�--
155.7
LF' -
d. Replace with New Surface Mount Railings
1557
LF
5
Int. Weath;ecBarricade/Door. Removal. ;,
. 441
LF.
(interiorfin.ishes.byothers)..
$ =..'•
a. Sliding Glass Door Reinstall -Panels. ...- - - .. _
110
EA
b, Barricade at LR-BR Dining Window**'. -
. •126
LF.
6
Balcon floor Coating S stem=New:Full S stem ...
. 1145.9
SF..
a: Floor coating repair=Concrete repairs - : :.
2000
$F .
$. '' : • = ::
. $'.. : :; '= ; :'
.' '., '
b: New to coat over existing coatis
1624S
SF
7
Stucco Over Masonry,'Repairs Allowance..
800
SF:
_ ..
Window Sill Allowance Est.:
BaseBidTotal
.'$• - ..:$•
:. :...'..
Other Alternatives and Costs to Consider . .
9
Shutter R&R.by others Incl. fasteners .
as needed to access needed repairs and apply protective coatings
10
Exterior Related Walls:Pa'inti'ng ;.
1
LS
$. -
11
_.
OptionoeAadditional Railings.this:phase
1795
LF
12
Option to'Replace.Sealant on ALL shear.walls and.
windows -as .part ofthis phase. .
1
LS..
*Tile Repla.cemeiit by. others.. '
Bidder. Company: Name
„
KEYSTONE ENGINEERING
.9
THE BARCLAY BEACH CLUB.CONDOMINIUM, Ft. Pierce, 'FL.
-
EXTERIOR BUILDING RESTORATION AND REFURBiSHMENTPROJECT
Bid Sheet Page.5 of
C. BID SHEET -Barclay Beach Club -All Balconies
Opt onl: Repair
Existing
Coatings/Railings..:
Option 2:.AII New
.'Coatings arid..
.'Railings-,
Item
Est. Qtv.
�I
Unit Cost
Extended Cost
Extended Cost
.-1
Mobilization . .. .....
.1
EA.
21
Floor. Coating Strip_ :. . -. -
15266.
SF
( g)- :.
a. Tile and:Coatin Removal=All ." . -
5328
SF .
$. •" • • , - •• .
$, . - . -
b. Tft.Removal Partial-Est..=as'neede-d*-.'.
1800
SE-
3
Concrete:Repai�s ' ...
:.
a..Floor Surface ...
.1225
SF..
$
b.. Slab Edge: .: • . • •
33.4
LF:
c. SIab:Full Depth - ..
191;SF
d. Column/Beam- : •.
1.0
CF
$
e. Small.Repairs Allowance -Spots'..
300
EA .
:$. ' - :
$ _ -
$. '• ,, . -
f. Ceiling Spalls.'.'
188:
SF
g. Profiling Mortar , :
-
h..Crack'Re:pairs Floor Slab ....
500
LF .
i.:DIning-Living=Bedroom at.Window :: _ _ ...
• 38
CF
4
Railings.
a.'Remove and Reiristall 'as needed .
600
iE
b. Epoxy lnject_Posts:..
680
EA
c. Paint.Ezisting Railings::. :.
3352MF
$ - : - . • :=
$ -
d..Re lace with, New Surface -Mount' Railings . _.
3352
iF...
5
lnt. Weather. Barricade/Dooe:Removal.:
594
tF:
$ - . = :
$: - :
$ -
mteriorfinishes.b others
( y )
$ -
a.Slidipg Glass Door Reinstall=Panels-
1.4.9
EA .
- $ - ,'
'-$. -•
$
b. Barricade at LR-6R.=..Dining Window**
.164
LF
$ -
$' : -
$ '• -
6
Balcony Floor Coating System=New Full System ...
_ 20594:
SF
-
a. Floor:coating repair=Concrete repairs. ;.
250.0
SF.:-
b..NeW to 'coat over ezistin coatin
7
Stucco Over Masonry Repairs Allowance - ..
1200
SF-
.. $ :-
8
Window Sill Allowance Est.
-180
LF:.
_:$ ".-
:$ =
Base Bid Total
Other Alternatives. and Costs to,Consider-: -.
9
Shutter R&R by. others Incl. •Fasteners
as needed to access needed repairs.and apply'protective
coatings :.
10
Exteri.or.,Full Building -Painting. ..
g
1
LS
$ -
*Tile Replacment by others.
12
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
Labor rate per hour for any work not considered in the above items, which does not
lend well to unit pricing or cannot be successfully negotiated
Hourly rate:
Labor $
% Mark up on Materials/subcontractors
F. Schedule of Work -Please provide the earliest start date available based on current
schedule. It is understood that the start date may change if other proiects are
awarded between the bid date and award date.
4. Start Date
5. Total Calendar days to complete work Option 1 All
Phases
6. Finish Date
7. Attach description of anticipated workforce, number of stages/stacks worked
on at a time, total manpower, etc.
E. List of proposed subcontractors (the use of local subcontractors is encouraged)
TRADE SUBCONTRACTOR NAME, ADDRESS AND PHONE#
1.
2.
3.
Bidders Information:
Firm Name:
Business Address:
Telephone:
Fax:
E-Mail:
By
Signature
Title
Corporate Seal
SECTION 040- GENERAL CONDITIONS OF THE CONTRACT
KEYSTONE ENGINEERING
13
Type/Print Name
` THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
The contract document shall be the Standard Form of Agreement between the Owner and
Contractor, AIA Document A-101, 2017 Edition. Payment Application shall use forms AIA
G702 and 703.
The General Conditions of the Contract shall be AIA Document A-201, 2017 Edition, and is
incorporated into the Contract Documents by reference.
Additional Copies of these documents may be obtained from The American Institute of
Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006, or from local AIA
office.
KEYSTONE ENGINEERING
14
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
�r
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
I
SECTION 100
Project Description
The work planned for this project includes full structural restoration and waterproofing of
the balconies and exterior walls, with options to consider a full comprehensive restoration,
OPTION 1, or a structural restoration with minimal preventative/aesthetic considerations,
OPTION 2. The work will include removal of the balcony floor finishes and the repair of
spalled concrete on the balcony slabs. Additionally, the project will include the application
of a decorative waterproof floor coating system, remove/reinstall and/or replace the
aluminum railing systems. The project also considers a large number of interior sliding
glass door or window interior intrusions for concrete repairs which will may new sliding
glass doors or windows, and the removal and reinstallation of any newer serviceable doors,
with weather barricades. Interior disruptions are expected with concrete repairs involving
the sliding glass doors and windows and will affect both Association and owner elements of
the interior space, including drywall, flooring, paint, blinds, curtains and/or shutters.
Option 1 is the full restoration option, and considers removal of shutters as needed by
others, the full removal of all existing floor finishes including coatings and tile, down to the
bare concrete surface, the full structural repair of the reinforced concrete, removal and
reinstallation and optional coating of all surface mounted railings with new stainless steel
hardware, removal and replacement of all existing cored railings with Kynar (or equivalent
PVDF) coated surface mounted railings, new decorative protective floor coatings with
specific profiling mortar application for improved drainage and full exterior building
envelope painting and waterproofing.
Option 2 is a reduced cost project that focuses on the needed structural concrete repairs,
with only strategic floor coating and tile removal as needed to access visible or detectable
repairs with removal of shutters as needed, tile removed as needed and replaced by others,
coatings removed as needed and touched up then a full application of a new wear coat with
no profiling mortar, wall coatings as needed to cover repairs. Aluminum railing work is the
same for both option 1 and 2 as a safety consideration.
Ultimately the Association Board of Directors may choose to combine elements of options 1
and 2 for budgetary considerations.
The Barclay Beach Club is an eleven -story, residential oceanfront Condominium building with
ground level common areas and two residential units. It has eleven (11) levels of living units. Floors
2 through 10 are identical in the floor plan layout and 8 units per floor.
The 11th floor is the penthouse level and has six (6) larger units. Unit
access is by common internal walkways, stairs and elevators. Balconies are located on the all
elevations except on the (2) first floor units which have slabs but no rails. The corner units have
wraparound balcony.
The floor plans reviewed were prepared in 1983. It is assumed the building is constructed using
conventionally reinforced, poured in place concrete horizontal slabs. They are supported by
structural reinforced concrete load bearing. columns. The exterior walls are a masonry construction
with a painted stucco finish. The balconies have either a textured knockdown coating, a sand finish
coating or tile flooring, with cored -in -place railings and many with storm shutters. A majority of the
sliding glass doors and windows are aged or from original construction.
KEYSTONE ENGINEERING
15
THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
l SECTION 101- SUMMARY OF WORK
All work to meet current, applicable building codes, industry standards and manufacturer's
requirements.
The contractor shall furnish all labor materials equipment, incidentals, supervision and insurances
to install and complete the work items described in these documents, a summary of which follows.
The Contractor is to visit the site and become familiarized with the conditions present. The
Contractor shall incorporate these conditions into the bids as to cover necessary costs for access,
mobilization, debris removal and any other related project aspect. All work will be under the
direction of the project engineer, and include, but not be limited to, mandatory marking out
for spall excavations, Prepour approval and measurement inspections, final approvals of
work and pay applications.
1. Mobilization and General Conditions
Includes all costs of project related to permit process, on site storage and equipment, debris
removal, dumpsters, building access equipment, and demobilization at project completion and all
other costs not specifically covered by other bid line items. The mobilization is a fixed cost line item
and shall not be increased or decreased by any changes in the work scope after contract award.
2. Floor Coating and Tile Removal
Option 1: All balcony floor finish coatings and tile are to be stripped and removed to the bare
structural concrete surface. It is the contractor's responsibility to remove the finishes to allow for
the full inspection and restoration of the concrete and provide a suitable surface for coating
application. The project option will include a partial strategic application of profiling mortar to level
the slabs as best possible for drainage before the coating application.
Option 2: Tile will be removed only as needed and identified to access the concrete repairs, post
tension lock -offs and for railing installations. Tile removal will be paid on a unit cost basis and the
replacement of any tile will be by others. Coatings will be removed only as needed and as
incidental to the areas of concrete restoration only and no additional cost for coating removal will
apply.
3. Concrete Repairs
All concrete repairs shall be performed to ICRI and ACI Standards on a unit cost basis. Concrete
and stucco repair work will be as directed by the project engineer including size, location, surface
preparation and proper inspections. All concrete repair unit prices are to include incidental stucco
- replacement. Reinforcing steel replacement/supplement and dowelling will be on an as -needed
basis at the unit costs provided in the bids.
a. Floor Surface Repairs: Defined as concrete repairs to the topside of the horizontal slab
under the first mat of reinforcing steel, measured on a square foot basis.
Slab Edge Repairs: Defined as full depth concrete repairs of the outer 12" of balcony
edge requiring formwork, measured on a linear foot basis
C. Full Depth Repair: Defined as concrete repairs that require the removal of the slab
to the full depth of the concrete requiring form work, away from the 12" balcony
edges, measured on a square foot basis.
KEYSTONE ENGINEERING
16
THE BARCLAY BEACH CLUB -CONDOMINIUM, Ft.'Pierce; FL
.EXTERIOR B.UILDINGRESTORATION AND REFURBISHMENT.'PROJECT.
d.:. Columns/Beam/Header: Defined as.concrete repairs to the columns; beams; :headers or
other.areas of the building: not defined above; measured on a cubic:#oot basis with
a minimum. repair size of .5 CF per location,
e..: Small Repairs: Defined as spot locations of stray.steel:or reinforcing chair legs; embedded
abandoned fasteners or •any other. repair. less than A 5 CF.
#: Ceiling;Spalls` Defined: as concrete repairs to the- underside.of the horizontal slab under the.
first.mat.of're.inforcing steel, -measured on a:'square foot basis.
:..g... Profiling Mortar:.
Option 1: All :balconies shall be'checked.for drainage characteristics after the-flooe finishes are
removed and:concrete repairs.are.completed. Contractor shall use a' propriate'polymer-mod'ified :.
cementitious topping'm:ate' al capable of sloping to a feathered edge without. loss. of bond', following
manufacturer's instructions and' provitling compatibility with both host surface adhes'ion.and-,
coating/sealant finishes, Water tests by contractor: snail be conducted: on each balcony area to
ensure positive drainage has:been achieve'd.priorto finish coating application:.Profling mortar may
hot be able to correct 100% of all drainage issues.due to the. inability to slope over a given distance
or due to the: height restridtiOns involved such as at sliding glass door. tracks:
Option 2: No: profLing'mortar.is to -be used under option.2, as the product requires the full removal
of the existing floor.finish and the application:direct-to the'bare-concrete-surface for adhesion:
h: Crack.Repairs Floor -Slab
The primary -objective of this repair is to: fill the crack and structurally bond the -concrete on both
sides of.the.crack::This repair -is to. sealvacks that'are.not moving�for.example` hrinkage.cracks,
and settlementcracks_that have stabilized. _B:y penetrating andfilling the cracks; the resin is:able to
form a polymer plug that seals tlie.crack- keeping; out water; .chlorides,: carbon dioxide;:sulfates; and ' .
other aggressive -liquids. and:gases.
i. Dining=Living-Bedroorhat Window
All.eoncrete repairs shall be performed;to 'IC:RI and ACI. Standards. on a unit:cost basis. 'Concrete
and 5tucco'repair work:wilf be. as directed by.the project engirieer including -size, :,location; surface
preparation -and proper inspections: All. concrete repair. unit:prices "are to include: inciderntal :stucco
-replacement;:Reinforcing steel replacement/supplement and: dowellirig.will be on an as -needed
basis at:the unit costs provided inlhe bids.
4. Aluminum:Railings•
Option T-7New.Railings: The existing.cored in. place railings_are to. be removed and replaced with:a -
bode com liarit, three=horizontal-line (provide horizontal a .:between. topan mid=raiksee.d:etail . .
P (P. 9 p
_. drawing:enclosed).welded system to match the existing remaining surfs a mounted railing profile,
and color, recently:replaced railings that.are to remain; .using Kynar•500XL (or'equal) finish with T-'5
.or T=6 6000.aeries.aluminum:as applicable.to the various railing components.' Railing reinstallation. .
shall be surface mounted With reinforced -post, to. base plate -connection; Channels shall be 2"x V x
. .. .1 25-, base'_plates shall be 5 x 5 X 3/8..with 4'each, minimum 2 %" embedment.316 stainless
fasteners, washers and.nuts set in, predrilled:holes.filled with. dielectric. epoxy or. urethane` sealant,,
inert shoulder washers and plastic acorn caps. The contractor is entitled to all .scrap value of. .
existing railings:
THE. BARCLAY BEACH CLUB, CONDOMINIUM, Ft. Pierce, FL-.
EXTERIOR B.UILDING..RESTORATION AND REFURBISHMENT -PROJECT
treatment, the washers:'are to be clear coated -for idded protection: An option will be considered to
—` utilize white Delrin synthetic washers inaieu of stainless steel. or Large'Diameter Stainless -Steel..
tapconsILDT):
Option 2-Mairitain:Existing Pored Railing, System -Railing Repainting/Epoxy Injection/Remove. and
Reinstall as needed for repairs: An option.is:prov ded td.repaint all of the existing tailings using the
Sherwin. Williams: Ptocryl primer and Sher=C.ryl HPA coating. system with atwo-year warranty;
including all rhbnvfadturers required prep: The railings will be:removed, and reinstalled:as needed.to
perform .concrete repairs in specific areas of -slab concrete repairs. Otherwise-the•railing shall
be.protected:and remain in place during con truction. Rail posts shall be epoxy injected, by drilling
a %" diameter. hole on the outer face of the rail post, and vacuuming out water as.best possible'.
The epoxy shall be injected into the %' hole and filled to.thebottor ' ofthe hole; wiping any excess
spillage: immediately. .
Full railing,replacement.may_be required'.even with a partial.`building'restoration.::
5.:. Interior Weather Barricade -Sliding Glass Doorantrusions:.
Locations where the concrete damage extends under the'slidin'g.
glass:doortrack.or window: frames
and to the interior:of the unit will (as directed.by the project engineer) require. removal of the.sliding
glass door, construction of a:plywood framed. weather barricade-wall'in.com.pliance with IBC .3306
6, reinstallation of the existing door; if applicable, unless.unit.'is receiving anew door. The.
contractorwill be responsible.forpreparing the unit; including removal of doorand necessary
flooring and the construction: of 'a weather tight barrier constructed of plywood. After concrete
repairs are completed: the contractor will reinstall -doors/windows or install a: new doo0w'indow-as
applicable, and restore:the'Unit to': -paint ready. condition. with smooth drywall finish. and ceiling
texture completed:.:
Separate pricing is. provided for intrusions with a. doorremoval and reinstall; .and a -door removal
that'will receive"a new dooe.:New .doorpricing is aaeparate :line item and is :not to: be included yin the
weather• barricade .unit cost.:
Owner will be responsible for blinds, drapes; .shutters; -interiorfinishes and flooring -replacement.::
Contractor responsible for interior drywall and texture; and exterior stucco, sealants and paint. -
6, Recoat Balcony Floors
OPTION 1: Recoat all elevated balcony floor. surfaces after prep and profiling and other related
prep work iS complete, including allcant.beads and perimeter sealantsjmtall two c6ats_of Sherwin'
Williams.Shercrete.Flexible Concrete VVaferproofer or equal,: withthe coat the. non -sanded
Version and the second :coat the sanded version with an added textured knockdown finish: Finish .
coat using Sherwin Williams Armorcoat.acrylic topcoat finish -or equal in. accordance with
manufacturers'.written. specifications. Sealant Shall be a.single.component.urethane compatible
,. :. with coating system tooled neatly to a 1' convex bead..A 4' x.4' mock. up area is to be.installed by .
the contractor for engineer and Association approval. Association: Will appeove'the "standard color:
for.floor,,finish. The balcony decorative finish hall be a,single color,•knock-down•surface with an 1.8"
diagonal tile pattern as the standard. with 1" wide false'dr6utlines..
OPTION .2: The coatingswill not be fully removed in option 2..The coatings Will be removed :as
needed to accomplish repairs and other. work.'aS ne.eded.only:.Any.areas.where the floor coating:,
has been removed shall be perimeter ground smooth- to. assist in _provided a feathered coating edge -
transition.Itis understood that. thistransition:may remain visible. The repaired shall be:
recoated'and.textured to'match as closely with a base coat material, Sherwin Williams:Shercrete'
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THE. BARCLAY BEACH CLUB..CONDOMINIUM, Ft, Pierce, FL
EXTERIOR BUILDIN6.RESTORATI0N AND REFURBISHMENT PROJECT
Flexible Concrete Waterproofer or equal, to reestablish. a full surface coat ofcombined. old and new
coatings and paid.on a square, foot basis. The remaining portion of the: balcony shall becleaned
and prepped' -as best possible for coating adhesion. A full topcoat layer.shall be applied to the entire
balcony.surface for color uniformity., No warranty will be available .for the floor coatings'.under option
2 dub to: the presence of existing coatings of questionable cornposition:and quality.
7. Stucco Over Masonry Repairs .
Loose or damaged stucco will . removed and replaced following: proper.industry standards, and: textured to
match -in areas as directed by the.project engineer. After loose stucco is removed,'the;surface shall be.
prepared as needed to:provide a suitable substrate for: new stucco adhesion.''This will -include removal -of any
otherwise unsuitable substrate materials. Stucco placement: shall: be a two coat application to follow the
manufacturer's directions forsurface preparation, non -corrosive mesh as needed;.bonding agent:and
application Criteria', The stucco application shall also follow the.requirementS .of the National.Concrete
Masonry.Association TEK 09703A:and-ASTM C926.
8. Window -Sills :. .
Window.silis:that are identified as spalled due to reinforcing:steel corrosion :are to.'be excavated to
fully remove the internal reinforcing, steel; and then formed, poured and textured to match the
original finish.
-The buildings balconie's.have a variety :of storm shutters -on the' 'balconies and windows, including.',.
accordion -style and box roll down; style:. These shutters: are located on; both the balcony slab'.edges
and/or against the: building walls:::
In order to perform. the structural concrete repairs;, install_ new windows :and -doors, and'6poly
protective floor Coating- finishes on:the balconies,.many.of the shutters will need to be removed to
accomplish the work. The shutters. are owned by the individual owners-, The.:individual;owners_ area
responsible for -the. removal and reinstallation/replacement: The Association. may: decide to
approach the -shutter work as a'group.
Shutters need:to be evaluated, by an appropriate;professional shutter contractor:as,to:their
condition: The_shutt&should. be deemed appropriate for reinstallation; .in need of:eefurbishment
before reinstallation, or -in need of replacement due to age and condition. .
10. Exterior Wall and Ceiling Painting
The building shall undergo complete repainting, waterproofing and sealing of`the exterior building
walls and related components. The work will -,include the necessary"cleaning, surface prep;
substrate repairs, crack treatment, sealants,; primers, and'co - ing.application to. achieve a seven-..
year 100%'acrylic. satin finish system from a single manufacturer.. .
Areas to paint include but are not limited to: Exterior stucco walls,:ceilings, edges,, columns and
trim, window sills,:periimeter walls -.unlit entry door -exterior trim, common.doors, both sides, inside .
and .top of parapet.(20 mil dry system); pool walls; and exterior stair walls, shutter, boxes and vertical'
guides.:Any areas notspecifically mentioned: above that require clarification :BEFORE -bids are
submitted and resolved in advance.of.project award: Areas for painting. not requested for
Clarification prior to award will be the responsibility of the. contractor.
Areas not to paint are: New railings, unit entry doors, door andwindow, metal frames..
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
Sealant application to include: perimeter door and window frames, floor to wall intersections,
intersection of dissimilar materials when one or both are being painted, electrical outlets and light
fixtures, shutter boxes, and roof scuppers.
Bidder is to submit technical data for all projects intended for use on the project and list their
intended application to achieve a seven-year labor and materials warranty.
Painting bids are to be completed by the related walls in each given phase. Full building painting
may be required, even for partial building restoration.
10. New Sliding Glass Doors and Windows
Sliding Glass Door Fenestrations -IF REQUIRED OR IF ANY OWNER CHOOSES FOR THE
PROJECT, THE BASIS FOR THE DOOR REPLACEMENT SHALL BE AS FOLLOWS:
Existing openings are to be field measured by the contractor and replaced to match existing
- dimensions and configurations for fixed and sliding panels including orientation. The owners
Association will obtain a list from owners electing to replace their doors as part of the project. The
Association will also collect funds as required for the sliding glass doors including deposits and pay
the contractor as part of the project billing process. The contractor will not be required to bill and
collect from individual owners. ES Windows ES 8000T, ES 2020, ES 6500 and Velocitv 1000 shall
be the basis for bids or equal.
Sliding Glass Doors and/or Windows
The building is experiencing concrete spalling under many of the sliding glass doors and window
assemblies. Much of this concrete spalling has encroached into the interior space, and/or through
the slab into the unit below. In order to perform the needed structural repairs, the glass and frame
elements will need to be removed and weather barriers constructed during the restoration phase.
This will affect interior finishes including individual owner items (flooring, paint, blinds, drapes,
shutters) and Association items (drywall, reinforced concrete). The scope of this project is to handle
the Association related items and not the individual owner related items due to the variety of
conditions and finishes involved.
As sliding glass doors and windows are removed for this needed structural repair work, many of the
doors and windows will be unable to be reinstalled due to age and condition. In these cases, new
window and door assemblies will be needed, and pricing for each type of opening is included in this
bid process. Each door will be evaluated in advance of the restoration work in a given area to
determine the condition of the doors/windows and the need to order new products.
Remove and dispose of all existing sliding glass doors, deteriorated wood bucks, and glazing shims.
Remove all existing sealants and fasteners to achieve debris free and ready -to -install surface
condition.
Purchase and install, single opening assemblies compliant with all safety/impact/energy efficiency
glazing compliant requirements of the 6ch Edition 2017 Building Code. All glazing shall be large
missile impact, monolithic and tinted to comply with the current endangered species act and current
building code requirements for thermal efficiency with insulated 340 low a glass or equal. Panel
configuration shall match existing and include extruded box screens. Colors to be chosen by owners,
including two tone option if available.
All installation fasteners shall be 300 or 400 series stainless steel and fully encapsulated in an
approved silicone or polyurethane sealant. Tracks shall be clear anodized finish, and aluminum doors
shall have the Kynar or equal paint finish. New doors shall be purchased 1" shorter to allow for
a mortar bed at threshold for balcony sloping as needed.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
,1
Hurricane Preparations: In the event the project location is placed on a hurricane watch, the
contractor shall take necessary reasonable precautions to prepare the site and protect any units
under construction that may shutters and/or sliding glass doors removed. The contractor shall
secure the site by removing any equipment and materials that would be affected by high winds, and
place the materials in the storage units, interior of the building (if possible) or anchor down as best
possible. Staging equipment shall have planks removed, lowered to the ground and be anchored
down and/or to the building.
Unit sliding glass door openings that have had shutters removed and/or sliding glass doors
removed shall be boarded up with 1/2" plywood extending a minimum of 4" to each side. The
plywood shall be fastened to the wall with tapcons, minimum 3/16" diameter and 2" length at 12" on
center. Top and bottoms of the plywood shall be anchored with a 2 x 4 lumber fastened to the floor
and ceiling tightly abutting the plywood panels, fastened to the floor and ceiling with tapcons, 3/16"
diameter and 3" length at 2' on center. The full perimeter of the plywood shall be sealed with a 1"
convex bead of urethane sealant. Hurricane prep work shall be paid to the contractor on a time and
material basis in accordance with the bid, documents.
Electrical Allowance
In the event electrical issues are encountered as part of the project, the contractor is to engage a
licensed electrician for any needed repairs. The contractor shall be reimbursed for this electrical
work at cost (as evidenced by invoices supplied from the electrician) and the percentage markup
identified in the T&M section of the bid sheet.
Staging and Project Duration
Staging of the work
The work will be performed in a sequence that is suitable to the contractor and to fully
expedite the work in an efficient manner that does not compromise the quality of work. The
contractor must demonstrate an effort to sequence the work with minimum inconvenience
and interruption of the tenants, owners and building occupants.
2. Schedule
Contractor shall provide schedule availability for start dates and duration on the bid sheets
based on current workload and backlog. It is understood that the schedule availability may
change if other projects are awarded before this project.
3. Contract
The contract documents will include a standard AIA contract between owner and contractor
with appropriate attachments and references.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
SECTION 102- PROVISIONS FOR INSURANCE
102-1 Without limiting any of the liabilities obligations of the Contractor, the Contractor shall
furnish to the Owner a duly executed Certificate of Insurance, stating that the following
types of insurance coverage and limits are in force and that insurance will not be
canceled without ten (10) days prior notice to the Owner by the Insurance Agent.
A. Commercial General Liability:
General Aggregate $2,000,000.00
Products/Completed Operations Aggregate $1,000,000.00
Personal and Advertising Injury
Owners and Contractors Protective $2,000,000.00
Each Occurrence $1,000,000.00
B. Automobile Liability:
Combined Single Limit/Each Occurrence
Bodily Injury/Property Damage $1,000,000.00
C. Excess Liability Umbrella:
Each Occurrence $1,000,000.00
Aggregate $1,000,000.00
D. Worker's Compensation and Employers Liability:
Each Accident $1,000,000.00
Disease Each Employee $1,000,000.00
Disease Policy Limit $1,000,000.00
Contractor shall indemnify and hold harmless the Owner, Engineer and his agents and
employees from and against all claims, damages, losses and expenses arising out of or
resulting from the performance of the work, provided that any such claims, damages,
loss or expense are caused in whole or in part by any negligent act or omission on the
part of the Contractor, any subcontractor, or anyone directly employed by the Contractor.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
SECTION 103- PAYMENT AND PROGRESS SCHEDULE
103-1 The Contractor shall submit a schedule of estimated construction progress within ten
(10) days of award of the contract
103-2 The schedule shall be in the form of a bar chart and shall adequately annotate all
activities and start/finish dates
103-3 The schedule shall be updated upon the submission of each application for payment on
a monthly basis. No applications and certificates for payment will be approved without
being accompanied by the updated progress schedule.
103-4 Payment Requests (and back-up data for billings) are to be submitted to the Engineer
in the form of progress billings for work completed to date or qualified stored materials
(long lead items such as railings, windows and doors are considered qualified stored
materials). Within approximately 7 working days, the Engineer will review the pay
request and either approve payment amount, request additional information or modify
the payment amount due. Within 10 days of the Engineer approved payment request,
the Owner will provide payment to the Contractor. The Contractor shall include lien
releases for each payment including from all sub -contractors and suppliers that have
submitted a notice to owner. Payments will be in the form of progress draws for work
completed based on using AIA G702/703 pay applications with a 10% retainage held
until 30 days after project completion.
103-5 Retainage will be reduced to 5% at substantial completion and paid in full once all
punch list work is completed, all warranties are submitted and final releases of lien
supplied.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
i
SECTION 104 — JOB SITE CONDITIONS AND REQUIREMENTS
104-1 Hours of Construction Operation: Monday through Friday 7:30 a.m. to 5:00 p.m. with
the exception of national holidays. No work is permitted on Saturday or Sunday, unless
otherwise designated by Owner. Noisy activities, such as jack -hammering, are not
permitted until after 8:00 a.m.
104-2 Parking: The Contractor's personnel are authorized to park in areas designated on the
site plan, or otherwise designated by the Owner.
104-3 Construction Trailers: One or possibly two construction trailers shall be permitted to
remain overnight on the site at a location designated by the Owner for the duration of
the contract.
104-4 Dumpster: One or possibly tow dumpsters are permitted on site at a location
designated by the Owner and shall be provided by the Contractor
104-5 Portable Toilets: Portable toilets are permitted on site. Yes X No
If "No", Contractor may use facilities in the building as designated by the Owner. If
"Yes", Owner must approve location.
104-6 Clean Up: The job site shall be left free of major debris at the end of work each day.
The dumpster shall be emptied on a scheduled basis. The dumpster shall not be filled
above top sides.
104-7 Contractor Use of Premises: Limit use of the premises to areas indicated; allow for
Owner occupancy and use by the public.
104-8 Confine operations to areas within limits indicated. Portions of the building beyond
areas in which work operations are indicated are not to be disturbed.
104-9 Keep driveways and entrances clear at all times. Do not use these areas for parking or
storage of materials. Schedule deliveries to minimize requirements for storage of
materials.
104-10 Use of the Existing Building: Maintain the existing building on an operational condition
throughout construction. Repair damage caused by construction operation. Take
precautions necessary to protect the building and occupants during the construction
period.
104-11 Contractor will not be allowed use of the elevators. Stairways shall not be used for
storage and shall be kept clean and free debris at all times
104-12 Full Owner Occupancy: The Owners will occupy the site and existing building during
the entire period of construction. Cooperate with the Owner to minimize conflicts and
facilitate Owner usage. Perform the work as so not to interfere with the Owner's
operations.
104-13 Contractor shall remove all material, equipment, and debris from the premises within
five (5) working days from final inspection by Consultant and Association.
104-14 Rubbish shall be lowered by the way of chutes, taken down on hoists, or lowered in
receptacles. Under no circumstances shall any waste be dropped or thrown from one
level to another outside the building.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
KEYSTONE ENGINEERING
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
SECTION 105 — CONTRACTOR RESPONSIBILITY
105-1 Contractor shall maintain his own credit standing for material purchases in accordance
with terms set forth by suppliers and shall supply lien releases when Notice to Owner
has been filed by the Contractor and/or his suppliers.
105-2 Contractor shall properly maintain payrolls and pay related taxes and insurance required.
105-3 Contractor shall pay sales tax levied on materials at the point of purchase.
105-4 Contractor must by duly licensed by the governing body of the area in which the facility
is located, and obtain all required permits for the work involved. Negligence in obtaining
proper permit resulting in a fine shall be the total responsibility of the Contractor.
105-5 Contractor shall employ competent superintendents, foremen, and workmen. Contractor
shall remove any person employed in the job that shall conduct himself improperly or be
deemed incompetent or negligent in the performance of his duties by the Contractor.
105-6 Contractor shall see that personnel employed on the job are fully and properly clothed in
identifiable uniforms while working on the premises or entering any part of the facility
105-7 Contractor shall provide the Owner with safety notices to be posted in conspicuous
locations accessible to all residents/ guests. Notices shall remain posted for the duration
of the construction contract and additional notices may be obtained on request.
105-8 Contractor shall take all reasonable precautions to protect adjacent surfaces, finishes,
and properties. However, when the work, by its nature, involves activities that may result
in potential damage: i.e., vibration of the structure or the creation of excessive dust,
Contractor shall not be responsible for damages resulting from the normal and
unavoidable circumstances of the work.
105- 9 Contractor shall protect adjacent surfaces, finishes, and foliage from damage or staining
during application.
105-10 Contractor will be responsible for providing window rinsing in the areas of work at the
completion of that given area.
105-11 Other specific Contractor responsibilities may be as listed under Job Site Conditions and
Requirements.
105-11 Contractor shall protect swimming pool area and maintain its use for owners during non-
working hours.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
�i
SECTION 106 —ASSOCIATION RESPONSIBILITY
106-1 Exterior work is to be performed from the exterior of buildings. However, in the event it
becomes necessary to enter the building, Owner will, with 24 hour minimum
notification, provide access and be in attendance for building entry.
106-2 Association will assign parking spaces to the Contractor for vehicles and equipment.
Water and electricity use will be confined to common building sources only. Individual
owner unit electricity and water is not to be used. Any modification of the utility source
required will be the responsibility of the Contractor. Any utility source modified is to be
restored to original condition at the end of the project unless otherwise approved by the
owner.
106-3 Association will be responsible to remove or protect miscellaneous loose objects in the
work area; i.e., potted plants, patio furniture, etc. If items are not removed, Contractor
will take due care to protect them, but will not be responsible for any damages that
might occur.
106-4 Association will be responsible for notifying all concerned of the work being performed
in order to avoid any injuries or damages to personal property. Areas of possible
overspray or dripping of material will be marked off and signs will be erected by
Contractor. Association will be responsible for enforcement of restricted areas, and no
compensation will be paid by Contractor for damages or injuries occurring within the
zoned areas by owners that encroach on marked areas willfully.
106-5 It will be the responsibility of the Association to perform any trimming or pruning of
foliage which will interfere with the contracted work. Although Contractor will take all
reasonable precautions for the protection of plants. Owner shall be responsible for
assessment of potential plant damage resulting from unavoidable exposure to fumes
and/or residue of materials. Plants that would recover naturally in time shall be done at
the discretion and expense of the Owner.
106-6 Association shall be responsible to advise residents/tenants, neighbors of potential
damage situations that may occur in the normal course of the work, such as vibrations
or excessive dust, and will assume responsibility for any claims for damages resulting
from normal and unavoidable circumstances of the work.
106-7 The Association shall furnish electrical power (110-volt) and water for the Contractor's
use. Any modification to the source of electricity is the contractor's responsibility.
Drinking water is to be furnished by the Contractor.
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THE, BARCLAY BEACH CLUB CONDOMINIUM,.Ft. Pierce, FL .
EXTERIOR B.UILDING..RESTORATION AND REFURBISHMENT. PROJECT,
SECTION
107M&VETY:AND.PUBLIC CONVENIENCE
107=4
Contractor shall mark;off and erect signs in areas" where overspray/dripping .or hazardous
conditions may occur...No damages will be. paid:for items :or vehicles'.located or parked :.
Within : the zoned .areas: Contractor shall* notbe''liable:for injuries.'or damages to persons
disregarding signs or:barriers. :.
107 2
Contractor shall . be responsible. for _safety administration on the job including fools;
_ equipment, ..and work -methods. and: must be:'. in compliance. with: all OSHA..safety
regulations:.
107-3
Contractor shall:comply with applicable noise abatement and work hour ordinances.::
107=4
In.'the.event of discovery of Asbestos materials.'incorporated in.the;construction of ahe
..
buiftlirig "it shall:. be the responsibility of .the :Owner to .determine: and::execute ahe
necessary action to comply, with:safety and, environmental; regulations:
07-5
The Contractor shall::provide and maintain. all ent; such as temporary stairs,
.equipm
ladders; ramps; runways, chutes; etc:, as �requested-for #he:proper execution of the work.
i..:.. 107.4
'"The Contractor; shall;: secure al1. stages; laddersand'otherequipment;"materials and
.. _
supplies at; the end of each,work day.:.....
107-7
-All such apparatus, equipment, and construttion.methods shall meet:all eequire'ments.as
set by.local, state, or federal laws applicable thereto:..
. _
107-8
..... .... . .. ..... " . .. a ..
Tropical Cyclone (Tropical Deoressions, Tropical -Storms and Hurrican.e Pr partitions:
I -
Ih*the event the project location;fs placed on a hurricane watch; the contractor shall .. -
_ . -
take*necessary reasonable:precautions toprepare the site:and-protect any units.under
construction that, may have.shutters-and/or.-sliding glass doors.removed.'The 'contractor'...
shall secure the;site by removing'any.equipment and .materials that would: be affected
-.by.-high. winds, and, lace the materials -in the story de units; interior of. the buildin if
ossible or anchor down as best ossible.. Sta in a ui merit shall have planks. possible)
P 9� � q P
removed, lowered. to the ground. :and be anchored down and/or to the.build n
Unit sliding .glass door openings; that have had shuttetg.remb ed.andlor slfding;glass:
-doors removed shafl be -boarded: up; as. follows or similar; with W. plywood. extending. a-
-
minimum of. 4"�to. each side: The.'plywood shall be fastened to the wall with tapcons,
-
minimum'3/16"diameter and.2",length of 12"".on.center: Top and bottoms of #he.
plywood shall'be:6nchordd-with-a.2 x 4.16mberfastened to,the floor and ceiling,tightly:
abutting the plywood panels; .fastened to the floor and ceiling with tapconsA/16" -,
diameter'and Vjength'at-2'.on center. The. full: perimeter of:theplywood shall be -sealed
S
with a.1'--' convex bead,of urethane.sealant Hurricane:prep.work�sholl:be'.paid to the .:
contractor on time_and material: basis in accordance with`the bid documents. The
-
I
.Association'Board is t t i p
to' -make he decision- as to whether to. board u" or not, and .
establish the priorities,. it not.be' possible; to. board up_ all needed. areas..This
.
decision,is to be provided to tfie .coritractor:at least 5;days; before projected 'arrival fa-,
the,project area to give_the.contractor:adequate time: to.acqulee .materials andutilize : .
-manpower ahead of necessary evacuationsand:personal needs..
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
�i
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KEYSTONE ENGINEERING
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
SECTION 108 — PRODUCT DELIVERY, STORAGE, AND HANDLING
108-1 Deliver all materials to job site in unopened container, bearing Manufacturer's brand,
product name, product number, batch number, and color designated.
108-2 Store materials and equipment at the site in a properly ventilated and secured trailer in
an area assigned for this purpose by the Owner. Do all receiving, opening, and mixing
in this location.
108-3 Comply with Manufacturers recommendations as to environmental conditions under
which materials can be applied. Protect adjacent surfaces from spattering or overruns
using adequate drop cloths, masking, etc., as necessary.
108-4 Repair or cause to be repaired any damaged surfaces that occur as a result of matters
relating to paragraph 108-3 above.
108-5 Contractor must familiarize himself and his crew with MSDS information and ensure
that his site staff has access to MSDS sheets for each product used.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
SECTION 109 — SUBMITTALS AND MATERIALS APPROVAL
109-1 Color selections shall be made by the Engineer and Owner.
109-2 Samples of final finish shall be prepared on the job and shall be entire member or 4' x
4' area painted in place.
109-3 Materials other than those specified herein may be submitted to the Engineer, prior to
bid date, together with sufficient data to prove equal -to or better -than qualities of
materials specified.
109-4 Immediately following the signing of the contract, or after the Owner has issued a
notice to proceed with the work, the Contractor must submit a list of products to be
utilized on the project. The Contractor must submit to the Engineer in the form of a
three-ring binder which shall include all technical literature from each manufacturer for
all products specified, including those approved by the Engineer and submitted prior to
bidding.
109-5 Sample warranties must be included. Where the status of manufacturer's warranties
has changed or differs from those specified, a statement must be included pertaining
thereto.
109-6 Shop drawings must be prepared and submitted to the Engineer for review and
approval prior to fabrication for any work requiring off -site manufacture and assembly.
Such items may include metal flashing etc.
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_ THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
�i
SECTION 110 - REPAIR OF SPALLED CONCRETE
All structural concrete repairs shall be at the direction of the project engineer, including, but
not limited to, marking out the areas of concrete for excavation and prepour
measurements and inspections for approval to pour back. No coating or bonding agent
is to be used on the reinforcing steel or host concrete. A slurry coat of the concrete
repair mortar shall be applied to all exposed reinforcing steel and host concrete
immediately before, and shall remain wet, before the concrete pour.
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract apply to this Section.
B. American Society for Testing and Materials (ASTM)
1. ASTM A 615: "Specification for Deformed and Plain Billet Steel Bars for
Concrete Reinforcing."
2.
ASTM C 31: "Standard Practice for Making and Curing Concrete Test
Specimens in the Field"
-J, 3.
ASTM C 33: "Standard Specification for Concrete Aggregates"
4.
ASTM C 39: "Standard Test Method for Compressive Strength of Cylindrical
Concrete Specimens"
5.
ASTM C 78: "Standard Test Method for Flexural Strength of Concrete Using
I
Simple Beam with Three -Point -Loading"
6.
ASTM C 94: "Standard Specification for Ready Mix Concrete"
7.
ASTM C 109: "Standard Test Method for Compressive Strength of Hydraulic
Cement Mortars"
8. ASTM C 143: "Standard Test Method for Determining Slump of Fresh
Concrete"
9. ASTM C 150: "Standard Specifications for Portland Cement"
i(
10. ASTM C 171: "Standard Specifications for Sheet Materials for Curing
Concrete"
C. American Concrete Institute (ACI)
1. ACI 301: "Standard Specifications for Structural Concrete for Buildings"
2. ACI 318: "Building Code Requirements for Reinforced Concrete"
3. ACI 530/ASCE 5: "Building Code Requirements for Masonry Structures"
4. ACI 530.1/ASCE 6: "Specifications for Masonry Structures"
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
D. Concrete Reinforcing Steel Institute (CRSI)
1. CRSI Manual of Standard Practice
E. International Concrete Repair Institute (ICRI)
1. ICRI 03730:"Surface Preparation for the Repair of Deteriorated Concrete"
2. ICRI 03733:"Selecting and Specifying Materials for Concrete Repair"
1.2 SUMMARY
This specification describes the patching of exterior vertical and overhead surfaces including but
not limited to balconies, walkways, beams, columns, stairs and landings with a hand -applied, set -
accelerated Portland cement, repair mortar. The replacement of reinforcement may be
necessary.
1.3 SUBMITTALS
A. General: Submit the following according to Conditions of the Contract and Specification
Sections:
1. Product data for materials specified
a. Provide the Manufacturer's technical information, including label analysis and
instruction for handling, storage, and use of each material proposed. Include Material
Safety Data Sheet.
2. Mix Design: Provide mix designs for Plant batched or field -mixed batches
1.4 QUALITY CONTROL
A. Manufacturing Qualifications: The Manufacturer of the specified product shall be ISO 9001
Certified and have in existence a recognized ongoing quality assurance program
independently audited on a regular basis.
B. Contractor Qualifications: CONTRACTOR shall be a qualified in a field of concrete repair and
protection with a successful track record of 5 years or more. CONTRACTOR shall maintain
qualified personnel who have received product training by a Manufacturer's representative.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver repair materials to the job site in the Manufacturer's original, unopened,
waterproof containers bearing Manufacturer's name and label, and the following
information:
1. Product name or title of material.
2. Product description.
3. Manufacturer's stock number and date of manufacture.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
B. Store all materials off the ground and protect from rain or temperature extremes
until ready for use.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
PART 2- PRODUCTS
2.1 REPAIR MATERIALS, GENERAL
Manufacturer: Provide products manufactured by Sika, Tamms or equal. Repair materials must
have a documented electrical resistance of 50,000 ohm -cm or less in areas of Active Cathodic
Protection, and 15,000 ohm -cm or less in areas of passive corrosion mitigation, if applicable.
2.2 PORTLAND CEMENT MORTAR
A. Horizontal Surfaces: Sika, Tamms or equal
B. Vertical/Overhead: Sika, .Tamms or equal
2.3 RELATED MATERIALS
A. Reinforcement: Provide deformed reinforcement conforming ASTM A 615, Grade
60.
B. Formwork: Use plywood or metal formwork free of defects. Formwork shall be
straight, level and flat to provide a finished product meeting tolerance specified in
ACI 301.
C. Bond Breaker: Use bond breaker compatible with repair material and subsequently
applied coatings.
D. Moisture -Retaining Cover: Provide white -burlap -polyethylene sheet complying with
ASTM C 171.
E. Liquid Applied Curing Compound: Use curing compound complying with ASTM C
309, Type 1, Class B. —NIC
F. Reinforcing Steel Primer: NIC
PART 3- EXECUTION
A. Examine substrates where repairs are specified.
1. Repairs shall extend to sound concrete as indicated or verified by ENGINEER.
B. Coordination of Work: Notify the ENGINEER about anticipated problems using the materials
or procedures specified.
C. CONTRACTOR shall locate, identify and mark work areas requiring repair using Drawings
as guidance. ENGINEER shall review areas marked prior to removal operations.
3.2 PREPARATION
A. Remove loose, damaged or deteriorated concrete with spade -edged, lightweight pneumatic
chipping hammer. Saw cut around the perimeter of the area to be repaired to a depth of at
least'/Z inch or greater if recommended by the repair material Manufacturer. No featheredges
permitted. Sandblast or roughen saw cut edges to promote bond with repair material.
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EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
B. The depth of removal shall not be less than % inch. The removal shall extend to sound
concrete and satisfactory reinforcement. The criteria for replacing or augmenting reinforcing
steel shall be:
1. If the entire length of exposed reinforcement is greater than or equal to 85 percent
effective cross -sectional area, no reinforcing steel replacement or augmentation may be
necessary.
2. If any portion of the reinforcing steel has less than 85 percent effective cross -sectional
area, new reinforcing steel shall be installed per ACI 03730 and exposed reinforcing steel
shall be at least 36 bar diameter on both sides of the section having less than 85 percent
effective cross -sectional area. All areas so treated shall be inspected by the ENGINEER
prior to application of repair mortar.
C. Obtain a fractured aggregate profile at the surface of the excavation. The horizontal plane
formed at the bottom of the excavation shall be chipped to a near flat surface forming
rectangularly shaped repair areas, as indicated on the drawings and as referenced in ICRI
03730. Clean steel to remove all contaminants and rust. A tight oxide remaining on steel will
be acceptable. Chip back behind reinforcing steel so that the area under the rebar will be
equal to or greater than 3/ inch. Position bar so at least 1 inch of concrete is maintained.
D. Remove all loose material so no dust, latence, loose aggregate or particles remain. Clean
the area to be repaired by water blast to remove all debris.
E. Soak surfaces of excavation by ponding at least 8 hours before applying repair mortar. Allow
surface to become saturated surface dry before placing patch material.
F. ENGINEER shall inspect preparation of repair surface prior to concrete repair mortar
placement to approve for concrete placement and to record volume or unit measurement of
repair.
G. Mix mortar in accordance with Manufacturer's instructions.
H. Note that Manufacturer requires addition of approved aggregate to the mortar mix.
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THE BARCLAY BEACH CLUB CONDOMINIUM, Ft. Pierce, FL
EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
3.3 PLACEMENT
A. Remove standing water from pre -dampened patch area. Surfaces shall be surface dry at
time of application.
B. Scrub Coat:Scrub repair material into substrate to fill pores and voids.
C. Apply mortar as per manufacturer's directions. A single pour for the required depth is
preferred. Where successive layers are required, key in and compact thoroughly to secure
bond. Score successive lifts and allow each to initially set (30 minutes) before applying next
layer.
D. Continue expansion and/or control joints, and drip lines through the repair.
E. Trowel to smooth, hard troweled finish after initial set compatible with the surrounding surface
and even adjoining edges.
3.4 CURING
A. Wet cure horizontal patch for 72 hours after placement by fogging or placement of
wet burlap or other saturated blanket (carpet remnant) covered by a polypropylene
sheet to reduce evaporation.
IB. Cure overhead and vertical patches with membrane sealer.
C. Protect from rain and temperatures below 40 degrees for not less than 24 hours.
3.5 ACCEPTANCE
A. Repair Surfaces: Inspect repair surfaces for smoothness and verify surface tolerances
specified for each surface and finish. Correct low and high areas as specified. Test unformed
surfaces sloped to drain for trueness of slope and smoothness by using a straight edge and
by ponding water.
B. Repair finished unformed surfaces containing defects that affect the concrete's durability.
Surface defects include crazing and cracks in excess of 0.01 inch wide or that penetrate to
the reinforcement or completely through non -reinforced sections shall be removed and
replaced. Patch areas that exhibit spalling, disbondment at edge, popouts, honeycombs, rock
pockets, and other objectionable conditions shall be removed and replaced with new patch
mortar.
C. Correct high areas in surfaces by grinding after concrete has cured at least 1 day.
D. Correct low areas during or immediately after completing surface finishing operations by
cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into
adjacent concrete.
E. Repair methods not specified above may be used, subject to acceptance of ENGINEER.
3.6 CLEANING
A. Cleanup: At the end of each workday, remove empty containers, rags, rubbish, and other
discarded materials from the site.
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EXTERIOR BUILDING RESTORATION AND REFURBISHMENT PROJECT
3.7 PROTECTION
A. Protect other Work, whether being prepared or not, against damage by abrasive blasting.
Correct damage by cleaning, repairing or replacing, as acceptable to ENGINEER.
B. Provide appropriate signs to notify public of hazards associated with operation.
C. Protect all nearby vehicles, passing traffic, living areas, and dwellings from debris generated.
Inspect work area protection prior to starting Work on any shift to ensure all protective devices are
in place and secure. Inspect work area protection throughout course of Work. Repair any
discrepancies immediately.
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