HomeMy WebLinkAbout2020-08-19 Best Western Restoration - Permit Specifications. S&SBest Western Port St. Lucie
Building Restoration
Permit Submission
Project Manual
August 19, 2020
Owner
Wynne Building Corporation
12804 SW 122nd Avenue
Miami, FL 33186
Structural Engineer
Kimley-Horn and Associates, Inc.
355 Alhambra Circle, Suite 1400
Coral Gables, FL 33134
BEST WESTERN
BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
TABLE OF CONTENTS 00 0110-1
TABLE OF CONTENTS
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
(Provided under separate cover)
Section No. Title
00 0110 TABLE OF CONTENTS
DIVISION 01 – GENERAL REQUIREMENTS
Section No. Title
01 1000 SUMMARY
01 2200 UNIT PRICES
01 2600 CONTRACT MODIFICATION PROCEDURES
01 2900 PAYMENT PROCEDURES
01 3100 PROJECT MANAGEMENT AND COORDINATION
01 3200 CONSTRUCTION PROGRESS DOCUMENTATION
01 3300 SUBMITTAL PROCEDURES
01 4000 QUALITY REQUIREMENTS
01 4200 REFERENCES
01 6000 PRODUCT REQUIREMENTS
01 7300 EXECUTION REQUIREMENTS
01 7700 CLOSEOUT PROCEDURES
01 7839 PROJECT RECORD DOCUMENTS
DIVISION 03 – CONCRETE
Section No. Title
03 0130 CONCRETE REHABILITATION
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
Section No. Title
07 1800 TRAFFIC COATINGS
07 9200 JOINT SEALANTS
BEST WESTERN
BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
SUMMARY 01 1000 - 1
SECTION 01 1000 - SUMMARY
PART 1 - GENERAL
1.1 WORK COVERED BY PROJECT DOCUMENTS
A. Project Identification: Project consists of renovating an existing building structure, at Best
Western Hotel on 8000 South US Highway 1, Port Saint Lucie, FL 34952.
1. Project Location: 8000 South US Highway 1, Port Saint Lucie, FL 34952
2. Owner: Wynne Building Corporation
a. Cesar Saavedra
12804 SW 122nd Avenue
Miami, Florida 33186
(305) 235-3175 Ext. 204
cesar@wynnebc.com
B. Prime Designer Identification: The Project Documents, dated August 19, 2020 were prepared
for Best Western Port St. Lucie by Kimley-Horn and Associates, Inc., 355 Alhambra Circle,
Suite 1400, Coral Gables, FL 33134.
1. Contact: Noel Ramirez, P.E. (FL PE License 80194)
(305) 535.7705
noel.ramirez@kimley-horn.com
C. The Work consists of furnishing all the labor, materials, equipment, and services necessary to
complete the construction of the new parking garage as identified in the project documents and
as summarized herein.
D. The project will be constructed under a construction manager contract.
1.2 SCOPE OF WORK
A. GENERAL
1. Work shall be substantially complete and ready for occupancy within the date set forth
by the Owner at the award of the contract.
2. Contractor shall coordinate construction schedule and permitted working hours with
Owner. Contractor shall submit a phasing plan to the Engineer and Owner for
approval prior to beginning work.
B. PRE-CONSTRUCTION CONFERENCE(S)
1. Based on the phasing plan prepared by the contractor, there may be more than one pre-
construction conference. The Engineer will conduct the first pre-construction
conference which will be held on-site. The Contractor will conduct any additional
required pre-construction conferences.
1.3 USE OF PREMISES
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PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
SUMMARY 01 1000 - 2
A. General: Contractor shall have limited use of premises for construction operations, including
use of Project site, during construction period.
1. Contractor shall coordinate with the Owner the sequence of all work and any specific
work restrictions.
2. Use of Utilities, such as water and power, must be approved by and coordinated with
the Owner.
1.4 WORK RESTRICTIONS
A. On-Site Work Hours: Contractor shall coordinate Work hours with Owner prior to beginning
Work.
B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated:
1. Notify Owner not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Owner’s written permission.
1.5 SPECIFICATION FORMATS AND CONVENTIONS
A. Specification Format: The Specifications are organized into Divisions and Sections using the
33-division format and CSI/CSC's "MasterFormat" numbering system.
B. Specification Content: The Specifications use certain conventions for the style of language and
the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Abbreviated Language: Language used in the Specifications and other Project
Documents is abbreviated. Words and meanings shall be interpreted as appropriate.
Words implied, but not stated, shall be inferred as the sense requires. Singular words
shall be interpreted as plural and plural words shall be interpreted as singular where
applicable as the context of the Project Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications.
Requirements expressed in the imperative mood are to be performed by Contractor.
Occasionally, the indicative or subjunctive mood may be used in the Section Text for
clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by
others when so noted.
a. The words "shall," "shall be," or "shall comply with," depending on the context,
are implied where a colon (:) is used within a sentence or phrase.
1.6 WARRANTY
A. The Contractor shall act as a single source point of contact for all defects and necessary repairs
during the specified warranty periods for all products and associated labor. As such, the Owner
will only contact the Contractor in the event of problems associated with repairs made per this
BEST WESTERN
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8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
SUMMARY 01 1000 - 3
manual. It shall be the Contractor’s sole responsibility to coordinate with manufacturers as
needed and provide labor as required to conduct any warranty repairs.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 1000
BEST WESTERN
BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
UNIT PRICES 01 2200 - 1
SECTION 01 2200 - UNIT PRICES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplemental
General Conditions, Standard General Provisions, and Project Special Provisions, and other
Division 1 Specification Sections, apply to this section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for unit prices.
B. Related Sections include the following:
1. Division 1 Section "Quality Requirements".
2. Division 3 Section “Concrete Rehabilitation”.
3. Division 7 Section "Joint Sealants".
4. Division 7 Section "Traffic coatings”.
1.3 DEFINITIONS
A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of
measurement for materials or services added to or deducted from the Contract Sum by
appropriate modification, if estimated quantities of Work required by the Project Documents
are increased or decreased.
1.4 PROCEDURES
A. Unit prices include all necessary material, plus cost for delivery, installation, insurance,
applicable taxes, overhead, and profit.
B. Measurement and Payment: Refer to individual Specification Sections for work that requires
establishment of unit prices. Methods of measurement and payment for unit prices are
specified in those Sections.
C. Contractor shall prepare a daily construction report which includes a log of repair quantities,
both for the current day and all quantities up to the current date. These reports shall be
submitted to the Engineer daily.
D. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use
of established unit prices and to have this work measured, at Owner's expense.
E. List of Unit Prices: General Contractor shall provide a list of unit prices related to the Project.
Specification Sections referenced in the schedule contain requirements for materials described
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PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
UNIT PRICES 01 2200 - 2
under each unit price. Items that are to be paid as a lump sum are not listed, only items with a
unit price are listed
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 2200
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BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
CONTRACT MODIFICATION PROCEDURES 01 2600 - 1
SECTION 01 2600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing
Contract modifications.
B. Related Sections:
1. Division 01 Section "Product Requirements" for administrative procedures for handling
requests for substitutions made after Contract award.
1.3 MINOR CHANGES IN THE WORK
A. Engineer will issue supplemental instructions authorizing minor changes in the Work, not
involving adjustment to the Contract Sum or the Contract Time, on form included in the Project
Manual.
1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Engineer will issue a detailed description of proposed
changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If
necessary, the description will include supplemental or revised Drawings and Specifications.
1. Proposal Requests issued by Engineer are not instructions either to stop work in progress
or to execute the proposed change.
2. Within time specified in Proposal Request or 10 days, when not otherwise specified, after
receipt of Proposal Request, submit a quotation estimating cost adjustments to the
Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with
total amount of purchases and credits to be made. If requested, furnish survey data
to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
c. Include costs of labor and supervision directly attributable to the change.
d. Include an updated Contractor's construction schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and
finish times, and activity relationship. Use available total float before requesting
an extension of the Contract Time.
e. Quotation Form: Use forms provided by Owner.
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BUILDING RESTORATION
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PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
CONTRACT MODIFICATION PROCEDURES 01 2600 - 2
B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the
Contract, Contractor may initiate a claim by submitting a request for a change to Engineer.
1. Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the
proposed change on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
4. Include costs of labor and supervision directly attributable to the change.
5. Include an updated Contractor's construction schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
6. Comply with requirements in Division 01 Section "Substitution Procedures" if the
proposed change requires substitution of one product or system for product or system
specified.
7. Proposal Request Form: Use form provided by Owner. Sample copy is included in
Project Manual.
1.5 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Proposal Request, Engineer will issue a Change Order for signatures
of Owner and Contractor on form included in Project Manual.
1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Engineer may issue a Construction Change Directive on form
included in Project Manual. Construction Change Directive instructs Contractor to proceed
with a change in the Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete description of change in the Work. It
also designates method to be followed to determine change in the Contract Sum or the
Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive.
1. After completion of change, submit an itemized account and supporting data necessary to
substantiate cost and time adjustments to the Contract.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 2600
BEST WESTERN
BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
PAYMENT PROCEDURES 01 2900 - 1
SECTION 01 2900 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements necessary to prepare and
process Applications for Payment.
B. Related Sections:
1. Division 01 Section "Unit Prices" for administrative requirements governing the use of
unit prices.
2. Division 01 Section "Contract Modification Procedures" for administrative procedures
for handling changes to the Contract.
3. Division 01 Section "Construction Progress Documentation" for administrative
requirements governing the preparation and submittal of the Contractor's construction
schedule.
1.3 DEFINITIONS
A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract
Sum to various portions of the Work and used as the basis for reviewing Contractor's
Applications for Payment.
1.4 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the schedule of values with preparation of
Contractor's construction schedule
1. Correlate line items in the schedule of values with other required administrative forms
and schedules, including the following:
a. Application for Payment forms with continuation sheets.
b. Submittal schedule.
c. Items required to be indicated as separate activities in Contractor's construction
schedule.
2. Submit the schedule of values to Engineer at earliest possible date but no later than seven
days before the date scheduled for submittal of initial Applications for Payment.
3. Subschedules for Separate Elements of Work: Where the Contractor's construction
schedule defines separate elements of the Work, provide subschedules showing values
correlated with each element.
B. Format and Content: Use the Project Manual table of contents as a guide to establish line items
for the schedule of values. Provide at least one line item for each Specification Section.
BEST WESTERN
BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
PAYMENT PROCEDURES 01 2900 - 2
1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. Name of Engineer.
c. Engineer's project number.
d. Contractor's name and address.
e. Date of submittal.
2. Arrange schedule of values consistent with format of AIA Document G703.
3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the Project
Manual table of contents. Provide multiple line items for principal subcontract amounts
in excess of five percent of Contract Sum.
4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
5. Provide a separate line item in the schedule of values for each part of the Work where
Applications for Payment may include materials or equipment purchased or fabricated
and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site. If required,
include evidence of insurance.
6. Provide separate line items in the schedule of values for initial cost of materials, for each
subsequent stage of completion, and for total installed value of that part of the Work.
7. Allowances: Provide a separate line item in the schedule of values for each allowance.
Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by
measured quantity. Use information indicated in the Contract Documents to determine
quantities.
8. Purchase Contracts: Provide a separate line item in the schedule of values for each
purchase contract. Show line-item value of purchase contract. Indicate owner payments
or deposits, if any, and balance to be paid by Contractor.
9. Each item in the schedule of values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual
work-in-place may be shown either as separate line items in the schedule of values
or distributed as general overhead expense, at Contractor's option.
10. Schedule Updating: Update and resubmit the schedule of values before the next
Applications for Payment when Change Orders or Construction Change Directives result
in a change in the Contract Sum.
BEST WESTERN
BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
PAYMENT PROCEDURES 01 2900 - 3
1.5 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments as
certified by Engineer and paid for by Owner.
1. Initial Application for Payment, Application for Payment at time of Substantial
Completion, and final Application for Payment involve additional requirements.
B. Payment Application Times: The period covered by each Application for Payment is one
month, ending on the last day of the month.
1. Submit draft copy of Application for Payment seven days prior to due date for review by
Engineer.
C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form
for Applications for Payment.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Engineer will return incomplete
applications without action.
1. Entries shall match data on the schedule of values and Contractor's construction schedule.
Use updated schedules if revisions were made.
2. Include amounts for work completed following previous Application for Payment,
whether or not payment has been received. Include only amounts for work completed at
time of Application for Payment.
3. Include amounts of Change Orders and Construction Change Directives issued before last
day of construction period covered by application.
4. Indicate separate amounts for work being carried out under Owner-requested project
acceleration.
E. Stored Materials: Include in Application for Payment amounts applied for materials or
equipment purchased or fabricated and stored, but not yet installed. Differentiate between
items stored on-site and items stored off-site.
1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of
surety to payment, for stored materials.
2. Provide supporting documentation that verifies amount requested, such as paid invoices.
Match amount requested with amounts indicated on documentation; do not include
overhead and profit on stored materials.
3. Provide summary documentation for stored materials indicating the following:
a. Materials previously stored and included in previous Applications for Payment.
b. Work completed for this Application utilizing previously stored materials.
c. Additional materials stored with this Application.
d. Total materials remaining stored, including materials with this Application.
F. Transmittal: Submit an electronic copy (signed and notarized) of each Application for Payment
to Engineer and Owner. Coordinate with Owner to confirm requirement of hard copies.
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KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
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PAYMENT PROCEDURES 01 2900 - 4
1. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of
mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the
Contract and related to the Work covered by the payment.
1. Submit partial waivers on each item for amount requested in previous application, after
deduction for retainage, on each item.
2. When an application shows completion of an item, submit conditional final or full
waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit
waivers.
4. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to
Owner.
H. Initial Application for Payment: Administrative actions and submittals that must precede or
coincide with submittal of first Application for Payment include the following:
1. List of subcontractors.
2. Schedule of values.
3. Contractor's construction schedule (preliminary if not final).
4. Schedule of unit prices.
5. Submittal schedule (preliminary if not final).
6. List of Contractor's staff assignments.
7. List of Contractor's principal consultants.
8. Copies of building permits.
9. Copies of authorizations and licenses from authorities having jurisdiction for
performance of the Work.
10. Report of preconstruction conference.
11. Certificates of insurance and insurance policies.
12. Performance and payment bonds.
13. Data needed to acquire Owner's insurance.
I. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of
the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.
2. This application shall reflect Certificates of Partial Substantial Completion issued
previously for Owner occupancy of designated portions of the Work.
J. Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the
following:
1. Evidence of completion of Project closeout requirements.
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PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
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AUGUST 19, 2020
PAYMENT PROCEDURES 01 2900 - 5
2. Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for final changes to the Contract Sum.
4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."
5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."
6. AIA Document G707, "Consent of Surety to Final Payment."
7. Evidence that claims have been settled.
8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of
date of Substantial Completion or when Owner took possession of and assumed
responsibility for corresponding elements of the Work.
9. Final liquidated damages settlement statement.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 2900
BEST WESTERN
BUILDING RESTORATION
8000 SOUTH US HIGHWAY 1
PORT SAINT LUCIE, FLORIDA 34952
KIMLEY-HORN PROJECT #: 143255000
PERMIT SUBMISSION
AUGUST 19, 2020
PROJECT MANAGEMENT AND COORDINATION 01 3100 - 1
SECTION 01 3100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project
including, but not limited to, the following:
1. General project coordination procedures.
2. Administrative and supervisory personnel.
3. Requests for Information (RFIs).
4. Project meetings.
B. Each contractor shall participate in coordination requirements. Certain areas of responsibility
are assigned to a specific contractor.
C. Related Sections:
1. Division 01 Section "Construction Progress Documentation" for preparing and
submitting Contractor's construction schedule.
2. Division 01 Section "Execution Requirements" for procedures for coordinating general
installation and field-engineering services, including establishment of benchmarks and
control points.
3. Division 01 Section "Closeout Procedures" for coordinating closeout of the Contract.
1.3 DEFINITIONS
A. RFI: Request from Owner, Engineer, or Contractor seeking information from each other during
construction.
1.4 COORDINATION
A. Coordination: Coordinate construction operations included in different Sections of the
Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate
construction operations, included in different Sections that depend on each other for proper
installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where
installation of one part of the Work depends on installation of other components, before
or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and
accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
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AUGUST 19, 2020
PROJECT MANAGEMENT AND COORDINATION 01 3100 - 2
B. Prepare memoranda for distribution to each party involved, outlining special procedures
required for coordination. Include such items as required notices, reports, and list of attendees
at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their
Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative
procedures with other construction activities and activities of other contractors to avoid
conflicts and to ensure orderly progress of the Work. Such administrative activities include, but
are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Pre-installation conferences.
6. Project closeout activities.
7. Startup and adjustment of systems.
8. Project closeout activities.
D. Conservation: Coordinate construction activities to ensure that operations are carried out with
consideration given to conservation of energy, water, and materials. Coordinate use of
temporary utilities to minimize waste.
1. Salvage materials and equipment involved in performance of, but not actually
incorporated into, the Work. Refer to other Sections for disposition of salvaged materials
that are designated as Owner's property.
1.5 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings in accordance with
requirements in individual Sections, where installation is not completely shown on Shop
Drawings, where limited space availability necessitates coordination, or if coordination is
required to facilitate integration of products and materials fabricated or installed by more than
one entity.
1. Content: Project-specific information, drawn accurately to a scale large enough to
indicate and resolve conflicts. Do not base coordination drawings on standard printed
data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings.
Prepare sections, elevations, and details as needed to describe relationship of
various systems and components.
b. Coordinate the addition of trade-specific information to the coordination drawings
by multiple contractors in a sequence that best provides for coordination of the
information and resolution of conflicts between installed components before
submitting for review.
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PROJECT MANAGEMENT AND COORDINATION 01 3100 - 3
c. Indicate functional and spatial relationships of components of architectural,
structural, civil, mechanical, and electrical systems.
d. Indicate space requirements for routine maintenance and for anticipated
replacement of components during the life of the installation.
e. Show location and size of access doors required for access to concealed dampers,
valves, and other controls.
f. Indicate required installation sequences.
g. Indicate dimensions shown on the Drawings. Specifically note dimensions that
appear to be in conflict with submitted equipment and minimum clearance
requirements. Provide alternate sketches to Architect indicating proposed
resolution of such conflicts. Minor dimension changes and difficult installations
will not be considered changes to the Contract.
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and
mechanical, plumbing, fire protection, fire alarm, and electrical Work. Show locations of
visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan
drawings with section drawings where required to adequately represent the Work.
2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical
and electrical equipment, and related Work. Locate components within ceiling plenum to
accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict
between light fixtures and other components.
3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans
and elevations of mechanical, plumbing, fire protection, fire alarm, and electrical
equipment.
4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.
5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of
embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door
floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and
similar items.
6. Mechanical and Plumbing Work: Show the following:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including
insulation, bracing, flanges, and support systems.
b. Dimensions of major components, such as dampers, valves, diffusers, access
doors, cleanouts and electrical distribution equipment.
c. Fire-rated enclosures around ductwork.
7. Electrical Work: Show the following:
a. Runs of vertical and horizontal conduit 1-1/4 inch diameter and larger.
b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire
alarm locations.
c. Panel board, switch board, switchgear, transformer, busway, generator, and motor
control center locations.
d. Location of pull boxes and junction boxes, dimensioned from column center lines.
8. Fire Protection System: Show the following:
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a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler
heads.
9. Review: Engineer will review coordination drawings to confirm that the Work is being
coordinated, but not for the details of the coordination, which are the Contractor's
responsibility. If the Engineer determines that the coordination drawings are not being
prepared in sufficient scope or detail, or are otherwise deficient, the Engineer will so
inform the Contractor, who shall make changes as directed and resubmit.
10. Coordination Drawing Prints: Prepare coordination drawing prints in accordance with
requirements of Division 01 Section "Submittal Procedures."
1.6 KEY PERSONNEL
A. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key
personnel assignments, including superintendent and other personnel in attendance at Project
site. Identify individuals and their duties and responsibilities; list addresses and telephone
numbers, including home, office, and cellular telephone numbers and email addresses. Provide
names, addresses, and telephone numbers of individuals assigned as standbys in the absence of
individuals assigned to Project.
1. Post copies of list in project meeting room, in temporary field office, and by each
temporary telephone. Keep list current at all times.
1.7 REQUESTS FOR INFORMATION (RFIs)
A. General: Immediately on discovery of the need for additional information or interpretation of
the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Engineer will return RFIs submitted to Engineer by other entities controlled by
Contractor with no response.
2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's
work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or
interpretation and the following:
1. Project name.
2. Project number.
3. Date.
4. Name of Contractor.
5. Name of Engineer.
6. RFI number, numbered sequentially.
7. RFI subject.
8. Specification Section number and title and related paragraphs, as appropriate.
9. Drawing number and detail references, as appropriate.
10. Field dimensions and conditions, as appropriate.
11. Contractor's suggested resolution. If Contractor's solution(s) impacts the Contract Time
or the Contract Sum, Contractor shall state impact in the RFI.
12. Contractor's signature.
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13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop
Drawings, coordination drawings, and other information necessary to fully describe items
needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected
materials, assemblies, and attachments on attached sketches.
C. RFI Forms: Software-generated form with substantially the same content as indicated above,
acceptable to Engineer.
D. Engineer's Action: Engineer will review each RFI, determine action required, and respond.
Allow seven working days for Engineer's response for each RFI. RFIs received by Engineer
after 1:00 p.m. will be considered as received the following working day.
1. The following RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for coordination information already indicated in the Contract
Documents.
d. Requests for adjustments in the Contract Time or the Contract Sum.
e. Requests for interpretation of Engineer's actions on submittals.
f. Incomplete RFIs or inaccurately prepared RFIs.
2. Engineer's action may include a request for additional information, in which case
Engineer's time for response will date from time of receipt of additional information.
3. Engineer's action on RFIs that may result in a change to the Contract Time or the
Contract Sum may be eligible for Contractor to submit Change Proposal according to
Division 01 Section "Contract Modification Procedures."
a. If Contractor believes the RFI response warrants change in the Contract Time or
the Contract Sum, notify Engineer in writing within 10 days of receipt of the RFI
response.
E. On receipt of Engineer's action, update the RFI log and immediately distribute the RFI response
to affected parties. Review response and notify Engineer within seven days if Contractor
disagrees with response.
F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.
Submit log monthly at time of pay application submittal. Software log with not less than the
following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Engineer.
4. RFI number including RFIs that were dropped and not submitted.
5. RFI description.
6. Date the RFI was submitted.
7. Date Engineer's response was received.
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8. Identification of related Minor Change in the Work, Construction Change Directive, and
Proposal Request, as appropriate.
9. Identification of related Field Order, Work Change Directive, and Proposal Request, as
appropriate.
1.8 PROJECT MEETINGS
A. General: Contractor will schedule and conduct meetings and conferences at Project site, unless
otherwise indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is
required, of date and time of each meeting. Notify Owner and Engineer of scheduled
meeting dates and times.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Entity responsible for conducting meeting will record significant discussions
and agreements achieved. Distribute the meeting minutes to everyone concerned,
including Owner and Engineer, within three days of the meeting.
B. Preconstruction Conference: Engineer will schedule and conduct a preconstruction conference
before starting construction, at a time convenient to Owner and Engineer, but no later than 15
days after execution of the Agreement.
1. Conduct the conference to review responsibilities and personnel assignments.
2. Attendees: Authorized representatives of Owner, Engineer, and their consultants;
Contractor and its superintendent; major subcontractors; suppliers; and other concerned
parties shall attend the conference. Participants at the conference shall be familiar with
Project and authorized to conclude matters relating to the Work.
3. Agenda: Discuss items of significance that could affect progress, including the
following:
a. Tentative construction schedule.
b. Phasing.
c. Critical work sequencing and long-lead items.
d. Designation of key personnel and their duties.
e. Lines of communications.
f. Procedures for processing field decisions and Change Orders.
g. Procedures for RFIs.
h. Procedures for testing and inspecting.
i. Procedures for processing Applications for Payment.
j. Distribution of the Contract Documents.
k. Submittal procedures.
l. Preparation of record documents.
m. Use of the premises.
n. Work restrictions.
o. Working hours.
p. Owner's occupancy requirements.
q. Responsibility for temporary facilities and controls.
r. Procedures for moisture and mold control.
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s. Procedures for disruptions and shutdowns.
t. Construction waste management and recycling.
u. Parking availability.
v. Office, work, and storage areas.
w. Equipment deliveries and priorities.
x. First aid.
y. Security.
z. Progress cleaning.
4. Minutes: Entity responsible for conducting meeting will record and distribute meeting
minutes.
C. Pre-installation Conferences: Conduct a pre-installation conference at Project site before each
construction activity that requires coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or
affected by the installation and its coordination or integration with other materials and
installations that have preceded or will follow, shall attend the meeting. Advise Engineer
of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the
particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility problems.
k. Time schedules.
l. Weather limitations.
m. Manufacturer's written recommendations.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
y. Protection of construction and personnel.
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3. Record significant conference discussions, agreements, and disagreements, including
required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties
requiring information.
5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the
Work and reconvene the conference at earliest feasible date.
D. Project Closeout Conference: Schedule and conduct a Project closeout conference, at a time
convenient to Owner and Engineer, but no later than 30 days prior to the scheduled date of
Substantial Completion.
1. Conduct the conference to review requirements and responsibilities related to Project
closeout.
2. Attendees: Authorized representatives of Owner, Engineer, and their consultants;
Contractor and its superintendent; major subcontractors; suppliers; and other concerned
parties shall attend the meeting. Participants at the meeting shall be familiar with Project
and authorized to conclude matters relating to the Work.
3. Agenda: Discuss items of significance that could affect or delay Project closeout,
including the following:
a. Preparation of record documents.
b. Procedures required prior to inspection for Substantial Completion and for final
inspection for acceptance.
c. Submittal of written warranties.
d. Requirements for preparing sustainable design documentation.
e. Requirements for preparing operations and maintenance data.
f. Requirements for demonstration and training.
g. Preparation of Contractor's punch list.
h. Procedures for processing Applications for Payment at Substantial Completion and
for final payment.
i. Submittal procedures.
j. Coordination of separate contracts.
k. Owner's partial occupancy requirements.
l. Installation of Owner's furniture, fixtures, and equipment.
m. Responsibility for removing temporary facilities and controls.
4. Minutes: Entity conducting meeting will record and distribute meeting minutes.
E. Progress Meetings: Engineer will schedule and conduct progress meetings at weekly intervals
or as directed by the Owner, but no less than monthly.
1. Coordinate dates of meetings with preparation of payment requests.
2. Attendees: In addition to representatives of Owner and Engineer, each contractor,
subcontractor, supplier, and other entity concerned with current progress or involved in
planning, coordination, or performance of future activities shall be represented at these
meetings. All participants at the meeting shall be familiar with Project and authorized to
conclude matters relating to the Work.
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3. Agenda: Review and correct or approve minutes of previous progress meeting. Review
other items of significance that could affect progress. Include topics for discussion as
appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting.
Determine whether each activity is on time, ahead of schedule, or behind schedule,
in relation to Contractor's construction schedule. Determine how construction
behind schedule will be expedited; secure commitments from parties involved to
do so. Discuss whether schedule revisions are required to ensure that current and
subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Deliveries.
5) Off-site fabrication.
6) Access.
7) Site utilization.
8) Temporary facilities and controls.
9) Progress cleaning.
10) Quality and work standards.
11) Status of correction of deficient items.
12) Field observations.
13) Status of RFIs.
14) Status of proposal requests.
15) Pending changes.
16) Status of Change Orders.
17) Pending claims and disputes.
18) Documentation of information for payment requests.
4. Minutes: Entity responsible for conducting the meeting will record and distribute the
meeting minutes to each party present and to parties requiring information.
a. Schedule Updating: Revise Contractor's construction schedule after each progress
meeting where revisions to the schedule have been made or recognized. Issue
revised schedule concurrently with the report of each meeting.
F. Coordination Meetings: Conduct Project coordination meetings at the site as needed for
specific coordination items. Project coordination meetings are in addition to specific meetings
held for other purposes, such as progress meetings and pre-installation conferences.
1. Attendees: In addition to representatives of Owner and Engineer, each contractor,
subcontractor, supplier, and other entity concerned with current progress or involved in
planning, coordination, or performance of future activities shall be represented at these
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meetings. All participants at the meetings shall be familiar with Project and authorized to
conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of the previous coordination meeting.
Review other items of significance that could affect progress. Include topics for
discussion as appropriate to status of Project.
a. Combined Contractor's Construction Schedule: Review progress since the last
coordination meeting. Determine whether each contract is on time, ahead of
schedule, or behind schedule, in relation to combined Contractor's construction
schedule. Determine how construction behind schedule will be expedited; secure
commitments from parties involved to do so. Discuss whether schedule revisions
are required to ensure that current and subsequent activities will be completed
within the Contract Time.
b. Schedule Updating: Revise combined Contractor's construction schedule after
each coordination meeting where revisions to the schedule have been made or
recognized. Issue revised schedule concurrently with report of each meeting.
c. Review present and future needs of each contractor present, including the
following:
1) Interface requirements.
2) Sequence of operations.
3) Status of submittals.
4) Deliveries.
5) Off-site fabrication.
6) Access.
7) Site utilization.
8) Temporary facilities and controls.
9) Work hours.
10) Hazards and risks.
11) Progress cleaning.
12) Quality and work standards.
13) Change Orders.
3. Reporting: Record meeting results and distribute copies to everyone in attendance and to
others affected by decisions or actions resulting from each meeting.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 3100
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CONSTRUCTION PROGRESS DOCUMENTATION 01 3200 - 1
SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of
construction during performance of the Work, including the following:
1. Start-up construction schedule.
2. Contractor's construction schedule.
3. Daily construction reports.
4. Material location reports.
5. Field condition reports.
6. Special reports.
B. Related Sections:
1. Division 01 Section "Quality Requirements" for submitting a schedule of tests and
inspections.
1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling,
monitoring, and controlling the construction project. Activities included in a construction
schedule consume time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned
early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in one of the following formats:
1. PDF electronic file.
2. Three paper copies.
B. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule
for entire construction period in a legible and easily readable manner.
C. Daily Construction Reports: Submit at weekly intervals.
D. Material Location Reports: Submit at monthly intervals.
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E. Field Condition Reports: Submit at time of discovery of differing conditions.
F. Special Reports: Submit at time of unusual event.
1.5 QUALITY ASSURANCE
1.6 COORDINATION
A. Coordinate preparation and processing of schedules and reports with performance of
construction activities and with scheduling and reporting of separate contractors.
B. Coordinate Contractor's construction schedule with the schedule of values, list of subcontracts,
submittal schedule, progress reports, payment requests, and other required schedules and
reports.
1. Secure time commitments for performing critical elements of the Work from entities
involved.
2. Coordinate each construction activity in the network with other activities and schedule
them in proper sequence.
PART 2 - PRODUCTS
2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of
Substantial Completion.
1. Contract completion date shall not be changed by submission of a schedule that shows an
early completion date, unless specifically authorized by Change Order.
B. Activities: Treat each story or separate area as a separate numbered activity for each principal
element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless
specifically allowed by Engineer.
2. Submittal Review Time: Include review and resubmittal times indicated in Division 01
Section "Submittal Procedures" in schedule. Coordinate submittal review times in
Contractor's construction schedule with submittal schedule.
3. Substantial Completion: Indicate completion in advance of date established for
Substantial Completion, and allow time for Engineer's administrative procedures
necessary for certification of Substantial Completion.
4. Punch List and Final Completion: Include not more than 30 days for punch list and final
completion.
C. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but
not limited to, the Notice to Proceed, Substantial Completion, and final completion.
D. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days
behind the current approved schedule, submit a separate recovery schedule indicating means by
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which Contractor intends to regain compliance with the schedule. Indicate changes to working
hours, working days, crew sizes, and equipment required to achieve compliance, and date by
which recovery will be accomplished.
2.2 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following
information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain.
7. Accidents.
8. Meetings and significant decisions.
9. Unusual events (refer to special reports).
10. Stoppages, delays, shortages, and losses.
11. Meter readings and similar recordings.
12. Emergency procedures.
13. Orders and requests of authorities having jurisdiction.
14. Change Orders received and implemented.
15. Change Directives received and implemented.
16. Services connected and disconnected.
17. Equipment or system tests and startups.
18. Partial completions and occupancies.
19. Substantial Completions authorized.
B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of
materials delivered to and stored at Project site. List shall be cumulative, showing materials
previously reported plus items recently delivered. Include with list a statement of progress on
and delivery dates for materials or items of equipment fabricated or stored away from Project
site.
C. Field Condition Reports: Immediately on discovery of a difference between field conditions
and the Contract Documents, prepare and submit a detailed report. Submit with a Request for
Information. Include a detailed description of the differing conditions, together with
recommendations for changing the Contract Documents.
2.3 SPECIAL REPORTS
A. General: Submit special reports directly to Owner within one day of an occurrence. Distribute
copies of report to parties affected by the occurrence.
B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at
Project site, whether or not related directly to the Work, prepare and submit a special report.
List chain of events, persons participating, response by Contractor's personnel, evaluation of
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results or effects, and similar pertinent information. Advise Owner in advance when these
events are known or predictable.
PART 3 - EXECUTION
3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect
actual construction progress and activities. Issue schedule one week before each regularly
scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have
been recognized or made. Issue updated schedule concurrently with the report of each
such meeting.
2. Include a report with updated schedule that indicates every change, including, but not
limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate final completion percentage for each activity.
B. Distribution: Distribute copies of approved schedule to Engineer, Owner, separate contractors,
testing and inspecting agencies, and other parties identified by Contractor with a need-to-know
schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the
same locations. Delete parties from distribution when they have completed their assigned
portion of the Work and are no longer involved in performance of construction activities.
END OF SECTION 01 3200
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SUBMITTAL PROCEDURES 01 3300 - 1
SECTION 01 3300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural
requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.
B. Related Sections:
1. Division 01 Section "Payment Procedures" for submitting Applications for Payment.
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require
Engineer's responsive action. Action submittals are those submittals indicated in individual
Specification Sections as action submittals.
B. Informational Submittals: Written and graphic information and physical samples that do not
require Engineer's responsive action. Submittals may be rejected for not complying with
requirements. Informational submittals are those submittals indicated in individual
Specification Sections as informational submittals.
C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and
from another computer over a network and that serves as the basis for standard Internet
protocols. An FTP site is a portion of a network located outside of network firewalls within
which internal and external users are able to access files.
D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems
used for representing documents in a device-independent and display resolution-independent
fixed-layout document format.
1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Engineer's Digital Data Files: Electronic copies of Revit Model/CAD Drawings of the Contract
Drawings can be provided by the Engineer for Contractor's use in preparing submittals upon
execution of digital data files agreement.
B. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity.
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2. Submit all submittal items required for each Specification Section concurrently unless
partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification
Section as separate packages under separate transmittals.
4. Coordinate transmittal of different types of submittals for related parts of the Work so
processing will not be delayed because of need to review submittals concurrently for
coordination.
a. Engineer reserves the right to withhold action on a submittal requiring
coordination with other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on Engineer's receipt of submittal. No extension of the
Contract Time will be authorized because of failure to transmit submittals enough in advance of
the Work to permit processing, including resubmittals.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time
if coordination with subsequent submittals is required. Engineer will advise Contractor
when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner
as initial submittal.
3. Resubmittal Review: Allow 15 days for review of each resubmittal.
4. Sequential Review: Where sequential review of submittals by Engineer's consultants,
Owner, or other parties is indicated, allow 21 days for initial review of each submittal.
5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals
may be transmitted simultaneously to Engineer and to Engineer's consultants, allow 15
days for review of each submittal. Submittal will be returned to Engineer before being
returned to Contractor.
D. Identification and Information: Place a permanent label or title block on each paper copy
submittal item for identification.
1. Indicate name of firm or entity that prepared each submittal on label or title block.
2. Provide a space approximately 6 by 8 inches on label or beside title block to record
Contractor's review and approval markings and action taken by Engineer.
3. Include the following information for processing and recording action taken:
a. Project name.
b. Date.
c. Name of Engineer.
d. Name of Construction Manager.
e. Name of Contractor.
f. Name of subcontractor.
g. Name of supplier.
h. Name of manufacturer.
i. Submittal number or other unique identifier, including revision identifier.
1) Submittal number shall use Specification Section number followed by a
decimal point and then a sequential number (e.g., 061000.01). Resubmittals
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shall include an alphabetic suffix after another decimal point (e.g.,
061000.01.A).
j. Number and title of appropriate Specification Section.
k. Drawing number and detail references, as appropriate.
l. Location(s) where product is to be installed, as appropriate.
m. Other necessary identification.
E. Identification and Information: Identify and incorporate information in each electronic
submittal file as follows:
1. Assemble complete submittal package into a single indexed file with links enabling
navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
a. File name shall use project identifier and Specification Section number followed
by a decimal point and then a sequential number (e.g., LNHS-061000.01).
Resubmittals shall include an alphabetic suffix after another decimal point (e.g.,
LNHS-061000.01.A).
3. Provide means for insertion to permanently record Contractor's review and approval
markings and action taken by Engineer.
4. Include the following information on an inserted cover sheet:
a. Project name.
b. Date.
c. Name and address of Engineer.
d. Name of Construction Manager.
e. Name of Contractor.
f. Name of firm or entity that prepared submittal.
g. Name of subcontractor.
h. Name of supplier.
i. Name of manufacturer.
j. Number and title of appropriate Specification Section.
k. Drawing number and detail references, as appropriate.
l. Location(s) where product is to be installed, as appropriate.
m. Related physical samples submitted directly.
n. Other necessary identification.
5. Include the following information as keywords in the electronic file metadata:
a. Project name.
b. Number and title of appropriate Specification Section.
c. Manufacturer name.
d. Product name.
F. Options: Identify options requiring selection by the Engineer.
G. Deviations: Identify deviations from the Contract Documents on submittals.
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H. Additional Paper Copies: Unless additional copies are required for final submittal, and unless
Engineer observes noncompliance with provisions in the Contract Documents, initial submittal
may serve as final submittal.
1. Submit one copy of submittal to concurrent reviewer in addition to specified number of
copies to Engineer.
I. Transmittal: Assemble each submittal individually and appropriately for transmittal and
handling. Transmit each submittal using a transmittal form. Engineer will discard submittals
received from sources other than Contractor.
1. Transmittal Form: Use AIA Document G810 or other acceptable format. Provide
locations on form for the following information:
a. Project name.
b. Date.
c. Destination (To:).
d. Source (From:).
e. Names of subcontractor, manufacturer, and supplier.
f. Category and type of submittal.
g. Submittal purpose and description.
h. Specification Section number and title.
i. Indication of full or partial submittal.
j. Drawing number and detail references, as appropriate.
k. Transmittal number.
l. Submittal and transmittal distribution record.
m. Remarks.
n. Signature of transmitter.
2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant
information, requests for data, revisions other than those requested by Engineer on
previous submittals, and deviations from requirements in the Contract Documents,
including minor variations and limitations. Include same identification information as
related submittal.
J. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of
revision.
3. Resubmit submittals until they are marked with approval notation from Engineer's action
stamp.
K. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,
fabricators, installers, authorities having jurisdiction, and others as necessary for performance
of construction activities. Show distribution on transmittal forms.
L. Use for Construction: Use only final submittals that are marked with approval notation from
Engineer's action stamp.
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PART 2 - PRODUCTS
2.1 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements: Prepare and submit submittals required by
individual Specification Sections. Types of submittals are indicated in individual Specification
Sections.
1. Action Submittals: Submit four paper copies of each submittal, unless otherwise
indicated. Engineer will return two copies.
2. Informational Submittals: Submit two paper copies of each submittal, unless otherwise
indicated. Engineer will not return copies.
3. Closeout Submittals and Maintenance Material Submittals: Comply with requirements
specified in Division 01 Section "Closeout Procedures."
4. Certificates and Certifications Submittals: Provide a statement that includes signature of
entity responsible for preparing certification. Certificates and certifications shall be
signed by an officer or other individual authorized to sign documents on behalf of that
entity.
a. Provide a notarized statement on original paper copy certificates and certifications
where indicated.
5. Test and Inspection Reports Submittals: Comply with requirements specified in
Division 01 Section "Quality Requirements."
B. Product Data: Collect information into a single submittal for each element of construction and
type of product or equipment.
1. If information must be specially prepared for submittal because standard published data
are not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams showing factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop
Drawings.
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5. Submit Product Data before or concurrent with Samples.
6. Submit Product Data in the following format:
a. Four paper copies of Product Data, unless otherwise indicated. Engineer will
return two copies.
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base
Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the
following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement.
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop
Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches.
3. Submit Shop Drawings in the following format:
a. Four opaque (bond) copies of each submittal. Engineer will return two copies.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these
characteristics with other elements and for a comparison of these characteristics between
submittal and actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories together
in one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of applicable Specification Section.
3. Disposition: Maintain sets of approved Samples at Project site, available for quality-
control comparisons throughout the course of construction activity. Sample sets may be
used to determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual
Specification Sections. Such Samples must be in an undamaged condition at time
of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's
property, are the property of Contractor.
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4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or
sections of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit two full set(s) of available choices where color,
pattern, texture, or similar characteristics are required to be selected from
manufacturer's product line. Engineer will provide written direction with options
selected.
5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared
from same material to be used for the Work, cured and finished in manner specified, and
physically identical with material or product proposed for use, and that show full range of
color and texture variations expected. Samples include, but are not limited to, the
following: partial sections of manufactured or fabricated components; small cuts or
containers of materials; complete units of repetitively used materials; swatches showing
color, texture, and pattern; color range sets; and components used for independent testing
and inspection.
a. Number of Samples: Submit four sets of Samples. Engineer will retain two
Sample sets; remainder will be returned.
1) Submit a single Sample where assembly details, workmanship, fabrication
techniques, connections, operation, and other similar characteristics are to
be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in
material or product represented by a Sample, submit at least four sets of
paired units that show approximate limits of variations.
E. Product Schedule: As required in individual Specification Sections, prepare a written summary
indicating types of products required for the Work and their intended location. Include the
following information in tabular form:
1. Type of product. Include unique identifier for each product indicated in the Contract
Documents.
2. Manufacturer and product name, and model number if applicable.
3. Number and name of room or space.
4. Location within room or space.
5. Submit product schedule in the following format:
a. Four paper copies of product schedule or list, unless otherwise indicated. Engineer
will return two copies.
F. Contractor's Construction Schedule: Comply with requirements specified in Division 01
Section "Construction Progress Documentation."
G. Application for Payment: Comply with requirements specified in Division 01 Section
"Payment Procedures."
H. Schedule of Values: Comply with requirements specified in Division 01 Section "Payment
Procedures."
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I. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each
portion of the Work, including those who are to furnish products or equipment fabricated to a
special design. Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract or supplying
products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
4. Submit subcontract list in the following format:
a. PDF electronic file.
J. Qualification Data: Prepare written information that demonstrates capabilities and experience
of firm or person. Include lists of completed projects with project names and addresses, contact
information of Engineers and owners, and other information specified.
K. Welding Certificates: Prepare written certification that welding procedures and personnel
comply with requirements in the Contract Documents. Submit record of Welding Procedure
Specification and Procedure Qualification Record on American Welding Society (AWS) forms.
Include names of firms and personnel certified.
L. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that
Installer complies with requirements in the Contract Documents and, where required, is
authorized by manufacturer for this specific Project.
M. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying
that manufacturer complies with requirements in the Contract Documents. Include evidence of
manufacturing experience where required.
N. Product Certificates: Submit written statements on manufacturer's letterhead certifying that
product complies with requirements in the Contract Documents.
O. Material Certificates: Submit written statements on manufacturer's letterhead certifying that
material complies with requirements in the Contract Documents.
P. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's
standard form, indicating and interpreting test results of material for compliance with
requirements in the Contract Documents.
Q. Product Test Reports: Submit written reports indicating current product produced by
manufacturer complies with requirements in the Contract Documents. Base reports on
evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or
on comprehensive tests performed by a qualified testing agency.
R. Research Reports: Submit written evidence, from a model code organization acceptable to
authorities having jurisdiction, that product complies with building code in effect for Project.
Include the following information:
1. Name of evaluation organization.
2. Date of evaluation.
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3. Time period when report is in effect.
4. Product and manufacturers' names.
5. Description of product.
6. Test procedures and results.
7. Limitations of use.
S. Schedule of Tests and Inspections: Comply with requirements specified in Division 01 Section
"Quality Requirements."
T. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing
agency's standard form, indicating and interpreting results of tests performed before installation
of product, for compliance with performance requirements in the Contract Documents.
U. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing
agency's standard form, indicating and interpreting results of compatibility tests performed
before installation of product. Include written recommendations for primers and substrate
preparation needed for adhesion.
V. Field Test Reports: Submit reports indicating and interpreting results of field tests performed
either during installation of product or after product is installed in its final location, for
compliance with requirements in the Contract Documents.
W. Maintenance Data: Comply with requirements specified in Division 01 Section "Operation and
Maintenance Data."
X. Design Data: Prepare and submit written and graphic information, including, but not limited to,
performance and design criteria, list of applicable codes and regulations, and calculations.
Include list of assumptions and other performance and design criteria and a summary of loads.
Include load diagrams if applicable. Provide name and version of software, if any, used for
calculations. Include page numbers.
2.2 DELEGATED-DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a
design professional are specifically required of Contractor by the Contract Documents, provide
products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are not sufficient to perform services or certification required, submit
a written request for additional information to Engineer.
B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and
other required submittals, submit four paper copies of certificate, signed and sealed by the
responsible design professional, for each product and system specifically assigned to Contractor
to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the
Contract Documents. Include list of codes, loads, and other factors used in performing
these services.
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PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Action and Informational Submittals: Review each submittal and check for coordination with
other Work of the Contract and for compliance with the Contract Documents. Note corrections
and field dimensions. Mark with approval stamp before submitting to Engineer.
B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 01
Section "Closeout Procedures."
C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name
and location, submittal number, Specification Section title and number, name of reviewer, date
of Contractor's approval, and statement certifying that submittal has been reviewed, checked,
and approved for compliance with the Contract Documents.
3.2 ENGINEER'S ACTION
A. General: Engineer will not review submittals that do not bear Contractor's approval stamp and
will return them without action.
B. Action Submittals: Engineer will review each submittal, make marks to indicate corrections or
modifications required, and return it. Engineer will stamp each submittal with an action stamp
and will mark stamp appropriately to indicate action.
C. Informational Submittals: Engineer will review each submittal and will not return it, or will
return it if it does not comply with requirements. Engineer will forward each submittal to
appropriate party.
D. Partial submittals prepared for a portion of the Work will be reviewed when use of partial
submittals has received prior approval from Engineer.
E. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be
returned without review.
F. Submittals not required by the Contract Documents may not be reviewed and may be discarded.
END OF SECTION 01 3300
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QUALITY REQUIREMENTS 01 4000 - 1
SECTION 01 4000 - QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplemental
General Conditions, Standard General Provisions, and Project Special Provisions, and other
Division 1 Specification Sections, apply to this section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for quality assurance and
quality control.
B. Testing and inspecting services are required to verify compliance with requirements specified or
indicated. These services do not relieve Contractor of responsibility for compliance with the
Contract Document requirements.
1. Specific quality-control requirements for individual construction activities are specified
in the Sections that specify those activities. Requirements in those Sections may also
cover production of standard products.
2. Specified tests, inspections, and related actions do not limit Contractor's quality-control
procedures that facilitate compliance with the Contract Document requirements.
C. Related Sections include the following:
1. Division 1 Section "Cutting and Patching" for repair and restoration of construction
disturbed by testing and inspecting activities.
2. Divisions 2 through 33 Sections for specific test and inspection requirements.
1.3 DEFINITIONS
A. Quality-Assurance Services: Activities, actions, and procedures performed before and during
execution of the Work to guard against defects and deficiencies and ensure that proposed
construction complies with requirements.
B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after
execution of the Work to evaluate that completed construction complies with requirements.
Services do not include contract enforcement activities performed by Engineer.
C. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing
laboratory shall mean the same as testing agency.
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1.4 DELEGATED DESIGN
A. Performance and Design Criteria: Where professional design services or certifications by a
design professional are specifically required of Contractor by the Project Documents, provide
products and systems complying with specific performance and design criteria indicated.
Contractor is responsible for design of barrier cables and guardrails.
1. If criteria indicated are not sufficient to perform services or certification required, submit
a written request for additional information to Engineer.
1.5 SUBMITTALS
A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to
demonstrate their capabilities and experience. Include proof of qualifications in the form of a
recent report on the inspection of the testing agency by a recognized authority.
B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required
submittals, submit a statement, signed and sealed by the responsible design professional, for
each product and system specifically assigned to Contractor to be designed or certified by a
design professional, indicating that the products and systems are in compliance with
performance and design criteria indicated. Include list of codes, loads, and other factors used in
performing these services.
C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee
payments, judgments, correspondence, records, and similar documents, established for
compliance with standards and regulations bearing on performance of the Work.
1.6 QUALITY ASSURANCE
A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated
for this Project and with a record of successful in-service performance, as well as sufficient
production capacity to produce required units.
B. Factory-Authorized Service Representative Qualifications: An authorized representative of
manufacturer who is trained and approved by manufacturer to inspect installation of
manufacturer's products that are similar in material, design, and extent to those indicated for this
Project.
C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling
work similar in material, design, and extent to that indicated for this Project, whose work has
resulted in construction with a record of successful in-service performance.
D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar
to those indicated for this Project and with a record of successful in-service performance.
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E. Professional Engineer Qualifications: A professional engineer who is legally qualified to
practice in jurisdiction where Project is located and who is experienced in providing
engineering services of the kind indicated. Engineering services are defined as those performed
for installations of the system, assembly, or products that are similar to those indicated for this
Project in material, design, and extent.
F. Specialists: Certain sections of the Specifications require that specific construction activities
shall be performed by entities who are recognized experts in those operations. Specialists shall
satisfy qualification requirements indicated and shall be engaged for the activities indicated.
1. Requirement for specialists shall not supersede building codes and similar regulations
governing the Work, nor interfere with local trade-union jurisdictional settlements and
similar conventions.
G. Testing Agency Qualifications: An agency with the experience and capability to conduct
testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types
of tests and inspections to be performed.
H. Samples: Before installing portions of the Work requiring samples, provide samples for each
form of construction and finish required to comply with the following requirements, using
materials indicated for the completed Work:
1. Provide samples of size indicated or, if not indicated, as directed by Engineer.
2. Notify Engineer seven days in advance of dates and times when samples will be
provided.
3. Demonstrate the proposed range of aesthetic effects and workmanship.
4. Obtain Engineer's approval of samples before starting work, fabrication, or construction.
5. Maintain samples during construction in an undisturbed condition as a standard for
judging the completed Work.
6. Remove samples when directed, unless otherwise indicated.
1.7 QUALITY CONTROL
A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services
specified and required by authorities having jurisdiction.
1. Where services are indicated as Contractor's responsibility, engage a qualified testing
agency to perform these quality-control services.
a. Contractor shall not employ the same entity engaged by Owner, unless agreed to in
writing by Owner.
2. Notify testing agencies at least 24 hours in advance of time when Work that requires
testing or inspecting will be performed.
3. Where quality-control services are indicated as Contractor's responsibility, submit a
certified written report, in duplicate, of each quality-control service.
4. Testing and inspecting requested by Contractor and not required by the Project
Documents are Contractor's responsibility.
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5. Submit additional copies of each written report directly to authorities having jurisdiction,
when they so direct.
B. Manufacturer's Field Services: Where indicated, engage a factory-authorized service
representative to inspect field-assembled components and equipment installation, including
service connections. Report results in writing.
C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's
responsibility, provide quality-control services, including retesting and reinspecting, for
construction that revised or replaced Work that failed to comply with requirements established
by the Project Documents.
D. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance of
duties. Provide qualified personnel to perform required tests and inspections.
1. Notify Engineer and Contractor promptly of irregularities or deficiencies observed in the
Work during performance of its services.
2. Interpret tests and inspections and state in each report whether tested and inspected work
complies with or deviates from requirements.
3. Submit a certified written report, in duplicate, of each test, inspection, and similar
quality-control service through Contractor.
4. Do not release, revoke, alter, or increase requirements of the Project Documents or
approve or accept any portion of the Work.
5. Do not perform any duties of Contractor.
E. Coordination: Coordinate sequence of activities to accommodate required quality-assurance
and quality-control services with a minimum of delay and to avoid necessity of removing and
replacing construction to accommodate testing and inspecting.
1. Schedule times for tests, inspections, obtaining samples, and similar activities.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 REPAIR AND PROTECTION
A. General: On completion of testing, inspecting, sample taking, and similar services, repair
damaged construction and restore substrates and finishes.
1. Provide materials and comply with installation requirements specified in other Sections
of these Specifications. Restore patched areas and extend restoration into adjoining areas
in a manner that eliminates evidence of patching.
2. Comply with the Contract Document requirements for Division 1 Section "Cutting and
Patching."
B. Protect construction exposed by or for quality-control service activities.
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C. Repair and protection are Contractor's responsibility, regardless of the assignment of
responsibility for quality-control services.
END OF SECTION 01 4000
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REFERENCES 01 4200 - 1
SECTION 01 4200 - REFERENCES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Engineer's action on Contractor's submittals, applications,
and requests, "approved" is limited to Engineer's duties and responsibilities as stated in the
Conditions of the Contract.
C. "Directed": A command or instruction by Engineer. Other terms including "requested,"
"authorized," "selected," "required," and "permitted" have the same meaning as "directed."
D. "Indicated": Requirements expressed by graphic representations or in written form on
Drawings, in Specifications, and in other Contract Documents. Other terms including "shown,"
"noted," "scheduled," and "specified" have the same meaning as "indicated."
E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having
jurisdiction, and rules, conventions, and agreements within the construction industry that
control performance of the Work.
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly,
installation, and similar operations.
G. "Install": Operations at Project site including unloading, temporarily storing, unpacking,
assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing,
protecting, cleaning, and similar operations.
H. "Provide": Furnish and install, complete and ready for the intended use.
I. "Project Site": Space available for performing construction activities. The extent of Project
site is shown on Drawings and may or may not be identical with the description of the land on
which Project is to be built.
1.3 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent
requirements, applicable construction industry standards have the same force and effect as if
bound or copied directly into the Contract Documents to the extent referenced. Such standards
are made a part of the Contract Documents by reference.
B. Publication Dates: Comply with standards in effect as of date of the Contract Documents
unless otherwise indicated.
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C. Copies of Standards: Each entity engaged in construction on Project should be familiar with
industry standards applicable to its construction activity. Copies of applicable standards are not
bound with the Contract Documents.
1. Where copies of standards are needed to perform a required construction activity, obtain
copies directly from publication source.
1.4 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities indicated in Thomson
Gale's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional
Associations of the U.S."
B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities in the following list.
Names, telephone numbers, and Web sites are subject to change and are believed to be accurate
and up-to-date as of the date of the Contract Documents.
AA Aluminum Association, Inc. (The)(703) 358-2960
www.aluminum.org
AAMA American Architectural Manufacturers Association (847) 303-5664
www.aamanet.org
ACI American Concrete Institute (248) 848-3700
www.concrete.org
ACPA American Concrete Pipe Association (972) 506-7216
www.concrete-pipe.org
AGC Associated General Contractors of America (The)(703) 548-3118
www.agc.org
AIA American Institute of Architects (The)(800) 242-3837
www.aia.org (202) 626-7300
AISC American Institute of Steel Construction (800) 644-2400
www.aisc.org (312) 670-2400
AISI American Iron and Steel Institute (202) 452-7100
www.steel.org
ANSI American National Standards Institute (202) 293-8020
www.ansi.org
APA Architectural Precast Association (239) 454-6989
www.archprecast.org
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ASCE American Society of Civil Engineers (800) 548-2723
www.asce.org (703) 295-6300
ASCE/SE
I
American Society of Civil Engineers/Structural Engineering
Institute
(See ASCE)
ASME ASME International (800) 843-2763
(American Society of Mechanical Engineers International)(973) 882-1170
www.asme.org
ASTM ASTM International (610) 832-9500
(American Society for Testing and Materials International)
www.astm.org
AWS American Welding Society (800) 443-9353
www.aws.org (305) 443-9353
AWWA American Water Works Association (800) 926-7337
www.awwa.org (303) 794-7711
BIA Brick Industry Association (The)(703) 620-0010
www.bia.org
CPPA Corrugated Polyethylene Pipe Association (800) 510-2772
www.cppa-info.org (202) 462-9607
CRSI Concrete Reinforcing Steel Institute (847) 517-1200
www.crsi.org
CSI Construction Specifications Institute (The)(800) 689-2900
www.csinet.org (703) 684-0300
EJMA Expansion Joint Manufacturers Association, Inc.(914) 332-0040
www.ejma.org
ICRI International Concrete Repair Institute, Inc.(847) 827-0830
www.icri.org
IEEE Institute of Electrical and Electronics Engineers, Inc. (The)(212) 419-7900
www.ieee.org
IESNA Illuminating Engineering Society of North America (212) 248-5000
www.iesna.org
NFPA NFPA (800) 344-3555
(National Fire Protection Association)(617) 770-3000
www.nfpa.org
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NGA National Glass Association (866) 342-5642
www.glass.org (703) 442-4890
NRCA National Roofing Contractors Association (800) 323-9545
www.nrca.net (847) 299-9070
NRMCA National Ready Mixed Concrete Association (888) 846-7622
www.nrmca.org (301) 587-1400
NSF NSF International (800) 673-6275
(National Sanitation Foundation International)(734) 769-8010
www.nsf.org
PCI Precast/Prestressed Concrete Institute (312) 786-0300
www.pci.org
SEI/ASC
E
Structural Engineering Institute/American Society of Civil
Engineers
(See ASCE)
UL Underwriters Laboratories Inc.(877) 854-3577
www.ul.com (847) 272-8800
C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities in the following list. Names,
telephone numbers, and Web sites are subject to change and are believed to be accurate and up-
to-date as of the date of the Contract Documents.
ICC International Code Council (888) 422-7233
www.iccsafe.org
ICC-ES ICC Evaluation Service, Inc.(800) 423-6587
www.icc-es.org (562) 699-0543
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 4200
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PRODUCT REQUIREMENTS 01 6000 - 1
SECTION 01 6000 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplemental
General Conditions, Standard General Provisions, and Project Special Provisions, and other
Division 1 Specification Sections, apply to this section.
1.2 SUMMARY
A. This Section includes the following administrative and procedural requirements: selection of
products for use in Project; product delivery, storage, and handling; manufacturers' standard
warranties on products; special warranties; product substitutions; and comparable products.
B. Related Sections include the following:
1. Divisions 2 through 33 Sections for specific requirements for warranties on products and
installations specified to be warranted.
1.3 DEFINITIONS
A. Products: Items purchased for incorporating into the Work, whether purchased for Project or
taken from previously purchased stock. The term "product" includes the terms "material,"
"equipment," "system," and terms of similar intent.
1. Named Products: Items identified by manufacturer's product name, including make or
model number or other designation, shown or listed in manufacturer's published product
literature that is current as of date of the Project Documents.
2. New Products: Items that have not previously been incorporated into another project or
facility. Products salvaged or recycled from other projects are not considered new
products.
3. Comparable Product: Product that is demonstrated and approved through submittal
process, or where indicated as a product substitution, to have the indicated qualities
related to type, function, dimension, in-service performance, physical properties,
appearance, and other characteristics that equal or exceed those of specified product.
B. Substitutions: Changes in products, materials, equipment, and methods of construction from
those required by the Project Documents and proposed by Contractor.
C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and
accompanied by the words "basis of design," including make or model number or other
designation, to establish the significant qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics for purposes of
evaluating comparable products of other named manufacturers.
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D. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for
a particular product and specifically endorsed by manufacturer to Owner.
E. Special Warranty: Written warranty required by or incorporated into the Project Documents,
either to extend time limit provided by manufacturer's warranty or to provide more rights for
Owner.
1.4 SUBMITTALS
A. Product List: Submit a list, in tabular from, showing specified products. Include generic names
of products required. Include manufacturer's name and proprietary product names for each
product.
1. Coordinate product list with Contractor's Construction Schedule and the Submittals
Schedule.
2. Completed List: Within 7 days after date of commencement of the Work, submit 3
copies of completed product list. Include a written explanation for omissions of data and
for variations from Contract requirements.
3. Engineer’s Action: Engineer will respond in writing to Contractor within 7 days of
receipt of completed product list. Engineer’s response will include a list of unacceptable
product selections and a brief explanation of reasons for this action. Engineer's response,
or lack of response, does not constitute a waiver of requirement that products comply
with the Project Documents.
B. Substitution Requests: Submit three copies of each request for consideration. Identify product
or fabrication or installation method to be replaced. Include Specification Section number and
title and Drawing numbers and titles.
1. Documentation: Show compliance with requirements for substitutions and the following,
as applicable:
a. Statement indicating why specified material or product cannot be provided.
b. Coordination information, including a list of changes or modifications needed to
other parts of the Work and to construction performed by Owner and separate
contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of
the Work specified. Significant qualities may include attributes such as
performance, weight, size, durability, visual effect, and specific features and
requirements indicated.
d. Product Data, including drawings and descriptions of products and fabrication and
installation procedures.
e. Samples, where applicable or requested.
f. Cost information, including a proposal of change, if any, in the Contract Sum.
g. Contractor's certification that proposed substitution complies with requirements in
the Project Documents and is appropriate for applications indicated.
h. Contractor's waiver of rights to additional payment or time that may subsequently
become necessary because of failure of proposed substitution to produce indicated
results.
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2. Engineer's Action: If necessary, Engineer will request additional information or
documentation for evaluation within one week of receipt of a request for substitution.
Engineer will notify Contractor of acceptance or rejection of proposed substitution within
7 days of receipt of request, or 7 days of receipt of additional information or
documentation, whichever is later.
1.5 QUALITY ASSURANCE
A. Compatibility of Options: If Contractor is given option of selecting between two or more
products for use on Project, product selected shall be compatible with products previously
selected, even if previously selected products were also options.
1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
1. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.
2. Coordinate delivery with installation time to ensure minimum holding time for items that
are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses.
3. Deliver products to Project site in an undamaged condition in manufacturer's original
sealed container or other packaging system, complete with labels and instructions for
handling, storing, unpacking, protecting, and installing.
4. Inspect products on delivery to ensure compliance with the Project Documents and to
ensure that products are undamaged and properly protected.
5. Store products to allow for inspection and measurement of quantity or counting of units.
6. Store materials in a manner that will not endanger Project structure.
7. Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation.
8. Comply with product manufacturer's written instructions for temperature, humidity,
ventilation, and weather-protection requirements for storage.
9. Protect stored products from damage.
B. Storage: Provide a secure location and enclosure at Project site for storage of materials and
equipment.
1.7 PRODUCT WARRANTIES
A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Project Documents. Manufacturer's disclaimers and limitations on
product warranties do not relieve Contractor of obligations under requirements of the Project
Documents.
B. Special Warranties: Prepare a written document that contains appropriate terms and
identification, ready for execution. Submit a draft for approval before final execution.
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1. Manufacturer's Standard Form: Modified to include Project-specific information and
properly executed.
2. Refer to Divisions 2 through 33 Sections for specific content requirements and particular
requirements for submitting special warranties.
PART 2 - PRODUCTS
2.1 PRODUCT OPTIONS
A. General Product Requirements: Provide products that comply with the Project Documents, that
are undamaged, and unless otherwise indicated, that are new at time of installation.
1. Provide products complete with accessories, trim, finish, fasteners, and other items
needed for a complete installation and indicated use and effect.
2. Standard Products: If available, and unless custom products or nonstandard options are
specified, provide standard products of types that have been produced and used
successfully in similar situations on other projects.
3. Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Project Documents.
B. Product Selection Procedures: Procedures for product selection include the following:
1. Product: Where Specification paragraphs or subparagraphs titled "Product" name a
single product and manufacturer, provide the product named.
a. Substitutions may be considered, unless otherwise indicated.
2. Manufacturer/Source: Where Specification paragraphs or subparagraphs titled
"Manufacturer" or "Source" name single manufacturers or sources, provide a product by
the manufacturer or from the source named that complies with requirements.
a. Substitutions may be considered, unless otherwise indicated.
3. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a
list of names of both products and manufacturers, provide one of the products listed that
complies with requirements.
a. Substitutions may be considered, unless otherwise indicated.
4. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers"
introduce a list of manufacturers' names, provide a product by one of the manufacturers
listed that complies with requirements.
a. Substitutions may be considered, unless otherwise indicated.
5. Available Products: Where Specification paragraphs or subparagraphs titled "Available
Products" introduce a list of names of both products and manufacturers, provide one of
the products listed or another product that complies with requirements. Comply with
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provisions in "Comparable Products" Article to obtain approval for use of an unnamed
product.
6. Available Manufacturers: Where Specification paragraphs or subparagraphs titled
"Available Manufacturers" introduce a list of manufacturers' names, provide a product by
one of the manufacturers listed or another manufacturer that complies with requirements.
Comply with provisions in "Comparable Products" Article to obtain approval for use of
an unnamed product.
7. Product Options: Where Specification paragraphs titled "Product Options" indicate that
size, profiles, and dimensional requirements on Drawings are based on a specific product
or system, provide either the specific product or system indicated or a comparable
product or system by another manufacturer. Comply with provisions in "Product
Substitutions" Article.
8. Basis-of-Design Products: Where Specification paragraphs or subparagraphs titled
"Basis-of-Design Product[s]" are included and also introduce or refer to a list of
manufacturers' names, provide either the specified product or a comparable product by
one of the other named manufacturers. Drawings and Specifications indicate sizes,
profiles, dimensions, and other characteristics that are based on the product named.
Comply with provisions in "Comparable Products" Article to obtain approval for use of
an unnamed product.
a. Substitutions may be considered, unless otherwise noted.
9. Visual Matching Specification: Where Specifications require matching an established
Sample, select a product (and manufacturer) that complies with requirements and
matches Engineer's sample. Engineer's decision will be final on whether a proposed
product matches satisfactorily.
a. If no product available within specified category matches satisfactorily and
complies with other specified requirements, comply with provisions of the Project
Documents on "substitutions" for selection of a matching product.
10. Visual Selection Specification: Where Specifications include the phrase "as selected
from manufacturer's colors, patterns, textures" or a similar phrase, select a product (and
manufacturer) that complies with other specified requirements.
a. Standard Range: Where Specifications include the phrase "standard range of
colors, patterns, textures" or similar phrase, Engineer will select color, pattern, or
texture from manufacturer's product line that does not include premium items.
b. Full Range: Where Specifications include the phrase "full range of colors,
patterns, textures" or similar phrase, Engineer will select color, pattern, or texture
from manufacturer's product line that includes both standard and premium items.
2.2 PRODUCT SUBSTITUTIONS
A. Timing: Engineer will consider requests for substitution if received within 7 days after
commencement of the Work. Requests received after that time may be considered or rejected at
discretion of Engineer.
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B. Conditions: Engineer will consider Contractor's request for substitution when the following
conditions are satisfied. If the following conditions are not satisfied, Engineer will return
requests without action, except to record noncompliance with these requirements:
1. Requested substitution offers Owner a substantial advantage in cost, time, energy
conservation, or other considerations, after deducting additional responsibilities Owner
must assume. Owner's additional responsibilities may include compensation to Engineer
for redesign and evaluation services, increased cost of other construction by Owner, and
similar considerations.
2. Requested substitution does not require extensive revisions to the Project Documents.
3. Requested substitution is consistent with the Project Documents and will produce
indicated results.
4. Substitution request is fully documented and properly submitted.
5. Requested substitution will not adversely affect Contractor's Construction Schedule.
6. Requested substitution has received necessary approvals of authorities having
jurisdiction.
7. Requested substitution is compatible with other portions of the Work.
8. Requested substitution has been coordinated with other portions of the Work.
9. Requested substitution provides specified warranty.
10. If requested substitution involves more than one contractor, requested substitution has
been coordinated with other portions of the Work, is uniform and consistent, is
compatible with other products, and is acceptable to all contractors involved.
2.3 COMPARABLE PRODUCTS
A. Where products or manufacturers are specified by name, submit the following, in addition to
other required submittals, to obtain approval of an unnamed product:
1. Evidence that the proposed product does not require extensive revisions to the Project
Documents that it is consistent with the Project Documents and will produce the
indicated results, and that it is compatible with other portions of the Work.
2. Detailed comparison of significant qualities of proposed product with those named in the
Specifications. Significant qualities include attributes such as performance, weight, size,
durability, visual effect, and specific features and requirements indicated.
3. Evidence that proposed product provides specified warranty.
4. List of similar installations for completed projects with project names and addresses and
names and addresses of Engineers and owners, if requested.
5. Samples, if requested.
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 6000
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EXECUTION REQUIREMENTS 01 7300 - 1
SECTION 01 7300 - EXECUTION REQUIREMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplemental
General Conditions, Standard General Provisions, and Project Special Provisions, and other
Division 1 Specification Sections, apply to this section.
1.2 SUMMARY
A. This Section includes general procedural requirements governing execution of the Work
including, but not limited to, the following:
1. General installation of products.
2. Progress cleaning.
3. Final cleaning.
4. Protection of installed construction.
5. Correction of the Work.
B. Related Sections include the following:
1. Division 1 Section "Cutting and Patching" for procedural requirements for cutting and
patching necessary for the installation or performance of other components of the Work.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Existing Conditions: The existence and location of site improvements, utilities, and other
construction indicated as existing are not guaranteed. Before beginning work, investigate and
verify the existence and location of mechanical and electrical systems and other construction
affecting the Work.
1. Before construction, verify the location and points of connection of utility services.
B. Existing Utilities: The existence and location of underground and other utilities and
construction indicated as existing are not guaranteed. Before beginning sitework, investigate
and verify the existence and location of underground utilities and other construction affecting
the Work.
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C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or
Applicator present where indicated, for compliance with requirements for installation tolerances
and other conditions affecting performance. Record observations.
1. Written Report: Where a written report listing conditions detrimental to performance of
the Work is required by other Sections, include the following:
a. Description of the Work.
b. List of detrimental conditions, including substrates.
c. List of unacceptable installation tolerances.
d. Recommended corrections.
2. Verify compatibility with and suitability of substrates, including compatibility with
existing finishes or primers.
3. Examine walls, floors, and roofs for suitable conditions where products and systems are
to be installed.
4. Proceed with installation only after unsatisfactory conditions have been corrected.
Proceeding with the Work indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated:
1. Notify Owner not less than 2 days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Owner's written permission.
B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck
measurements before installing each product. Where portions of the Work are indicated to fit to
other construction, verify dimensions of other construction by field measurements before
fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the
Work.
C. Space Requirements: Verify space requirements and dimensions of items shown
diagrammatically on Drawings.
D. Review of Project Documents and Field Conditions: Immediately on discovery of the need for
clarification of the Project Documents, submit a request for information to Engineer. Include a
detailed description of problem encountered, together with recommendations for changing the
Project Documents.
3.3 INSTALLATION
A. General: Locate the Work and components of the Work accurately, in correct alignment and
elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
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B. Comply with manufacturer's written instructions and recommendations for installing products in
applications indicated.
C. Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until Substantial Completion.
D. Conduct construction operations so no part of the Work is subjected to damaging operations or
loading in excess of that expected during normal conditions of occupancy.
E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component
securely in place, accurately located and aligned with other portions of the Work.
1. Mounting Heights: Where mounting heights are not indicated, mount components at
heights directed by Engineer.
2. Allow for building movement, including thermal expansion and contraction.
G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,
arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered
hazardous.
3.4 PROGRESS CLEANING
A. General: Clean Project site and work areas daily, including common areas. Coordinate
progress cleaning for joint-use areas where more than one installer has worked. Enforce
requirements strictly. Dispose of materials lawfully.
1. Comply with requirements in NFPA 241 for removal of combustible waste materials and
debris.
2. Do not hold materials more than 7 days during normal weather or 3 days if the
temperature is expected to rise above 80 deg F (27 deg C).
3. Containerize hazardous and unsanitary waste materials separately from other waste.
Mark containers appropriately and dispose of legally, according to regulations.
B. Site: Maintain Project site free of waste materials and debris.
C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for
proper execution of the Work.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work, broom-clean or vacuum the
entire work area, as appropriate.
D. Installed Work: Keep installed work clean. Clean installed surfaces according to written
instructions of manufacturer or fabricator of product installed, using only cleaning materials
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specifically recommended. If specific cleaning materials are not recommended, use cleaning
materials that are not hazardous to health or property and that will not damage exposed surfaces.
E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from
damage and deterioration at time of Substantial Completion.
G. Cutting and Patching: Clean areas and spaces where cutting and patching are performed.
Completely remove paint, mortar, oils, putty, and similar materials.
1. Thoroughly clean piping, conduit, and similar features before applying paint or other
finishing materials. Restore damaged pipe covering to its original condition.
H. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing
waste materials down sewers or into waterways will not be permitted.
I. During handling and installation, clean and protect construction in progress and adjoining
materials already in place. Apply protective covering where required to ensure protection from
damage or deterioration at Substantial Completion.
J. Clean and provide maintenance on completed construction as frequently as necessary through
the remainder of the construction period. Adjust and lubricate operable components to ensure
operability without damaging effects.
K. Limiting Exposures: Supervise construction operations to assure that no part of the construction
completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious
exposure during the construction period.
3.5 FINAL CLEANING
A. General: Provide final-cleaning operations when indicated. Employ experienced workers or
professional cleaners for final cleaning. Clean each surface or unit of Work to the condition
expected from a commercial building cleaning and maintenance program. Comply with
manufacturer’s instructions.
B. Complete the following cleaning operations before requesting inspection for Certification of
Substantial Completion for the entire Project or a portion of the Project.
1. Clean the Project Site in areas disturbed by construction activities, including landscape
development areas of rubbish, waste material, litter and foreign substances.
2. Sweep paved areas broom clean. Rake grounds that are neither planted nor paved to a
smooth, even-textured surface.
3. Remove petrochemical spills, stains, and other foreign deposits.
4. Remove tools, construction equipment, machinery, and surplus material from the site.
5. Remove debris and surface dust from the site.
6. Remove labels that are not permanent labels.
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7. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that
already shows evidence of repair or restoration.
8. Leave the Project clean and ready for occupancy.
C. Removal of Protection: Remove temporary protection and facilities installed during
construction to protect previously completed installations during the remainder of the
construction period.
D. Compliance: Comply with governing regulations and safety standards for cleaning operations.
Remove waste materials from the site and dispose of lawfully.
1. Where extra materials of value remain after completion of associated Work, They
become the Owner’s property. Dispose of these materials as directed by the Owner.
3.6 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage
or deterioration at time of Substantial Completion.
B. Comply with manufacturer's written instructions for temperature and relative humidity.
3.7 CORRECTION OF THE WORK
A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.
Comply with requirements in Division 1 Section "Cutting and Patching."
1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up
with matching materials, and properly adjusting operating equipment.
B. Restore permanent facilities used during construction to their specified condition.
C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired
without visible evidence of repair.
D. Repair components that do not operate properly. Remove and replace operating components
that cannot be repaired.
END OF SECTION 01 7300
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CLOSEOUT PROCEDURES 01 7700 - 1
SECTION 01 7700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout,
including, but not limited to, the following:
1. Inspection procedures.
2. Project Record Documents.
3. Operation and maintenance manuals.
4. Warranties.
5. Instruction of Owner's personnel.
6. Final cleaning.
B. See Divisions 2 through 33 Sections for specific closeout and special cleaning requirements for
products of those Sections.
1.2 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of Substantial
Completion, complete the following. List items below that are incomplete in request.
1. Prepare a list of items to be completed and corrected (punch list), the value of items on
the list, and reasons why the Work is not complete.
2. Submit specific warranties, workmanship bonds, maintenance service agreements, final
certifications, and similar documents.
3. Prepare and submit Project Record Documents, operation and maintenance manuals,
Final Completion construction photographs, damage surveys, and similar final record
information.
4. Deliver tools, spare parts, extra materials, and similar items to location designated by
Owner. Label with manufacturer's name and model number where applicable.
5. Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
6. Complete final cleaning requirements, including touchup painting.
7. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of
request, Engineer will either proceed with inspection or notify Contractor of unfulfilled
requirements. Engineer will prepare the Certificate of Substantial Completion after inspection
or will notify Contractor of items, either on Contractor's list or additional items identified by
Engineer, that must be completed or corrected before certificate will be issued.
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1. Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final
Completion.
1.3 FINAL COMPLETION
A. Preliminary Procedures: Before requesting final inspection for determining date of Final
Completion, complete the following:
1. Submit a final Application for Payment according to specified payment procedures.
2. Submit certified copy of Engineer's Substantial Completion inspection list of items to be
completed or corrected (punch list), endorsed and dated by Engineer. The certified copy
of the list shall state that each item has been completed or otherwise resolved for
acceptance.
3. Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
4. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request,
Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements.
Engineer will prepare a final Certificate for Payment after inspection or will notify Contractor
of construction that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Preparation: Submit three copies of list. Include name and identification of each space and area
affected by construction operations for incomplete items and items needing correction
including, if necessary, areas disturbed by Contractor that are outside the limits of construction.
Use Standard AIA form.
1. Organize list of spaces in sequential order, starting with exterior areas first and
proceeding from lowest floor to highest floor.
2. Organize items applying to each space by major element.
1.5 PROJECT RECORD DOCUMENTS
A. General: Do not use Project Record Documents for construction purposes. Protect Project
Record Documents from deterioration and loss. Provide access to Project Record Documents
for Engineer's reference during normal working hours.
B. Record Drawings: Maintain and submit one set of black-line white prints of Contract Drawings
and Shop Drawings.
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1. Mark Record Prints to show the actual installation where installation varies from that
shown originally. Require individual or entity who obtained record data, whether
individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up
Record Prints.
a. Give particular attention to information on concealed elements that cannot be
readily identified and recorded later.
b. Record data as soon as possible after obtaining it. Record and check the markup
before enclosing concealed installations.
2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish
between changes for different categories of the Work at the same location.
3. Note Construction Change Directive numbers, Change Order numbers, alternate
numbers, and similar identification where applicable.
4. Identify and date each Record Drawing; include the designation "PROJECT RECORD
DRAWING" in a prominent location. Organize into manageable sets; bind each set with
durable paper cover sheets. Include identification on cover sheets.
C. Record Product Data: Submit one copy of each Product Data submittal.
1. Note related Change Orders, Record Drawings, and Record Specifications, where
applicable.
D. Record Specifications: Submit one copy of Project's Specifications, including addenda and
contract modifications. Mark copy to indicate the actual product installation where installation
varies from that indicated in Specifications, addenda, and contract modifications.
1. Give particular attention to information on concealed products and installations that
cannot be readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and
equipment furnished, including substitutions and product options selected.
3. Note related Change Orders and Record Drawings, where applicable.
E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other
Specification Sections for miscellaneous record keeping and submittal in connection with actual
performance of the Work. Bind or file miscellaneous records and identify each, ready for
continued use and reference.
1.6 OPERATION AND MAINTENANCE MANUALS
A. Assemble a complete set of operation and maintenance data indicating the operation and
maintenance of each system, subsystem, and piece of equipment not part of a system. Include
operation and maintenance data required in individual Specification Sections and as follows:
1. Operation Data: Include emergency instructions and procedures, system and equipment
descriptions, operating procedures, and sequence of operations.
2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance
procedures, maintenance and service schedules for preventive and routine maintenance,
and copies of warranties and bonds.
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B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and
index data in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, in thickness necessary to
accommodate contents, with pocket inside the covers to receive folded oversized sheets.
Identify each binder on front and spine with the printed title "OPERATION AND
MAINTENANCE MANUAL," Project name, and subject matter of contents.
1.7 WARRANTIES
A. Submittal Time: Submit written warranties on request of Engineer for designated portions of
the Work where commencement of warranties other than date of Substantial Completion is
indicated.
B. Organize warranty documents into an orderly sequence based on the table of contents of the
Project Manual.
1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders,
thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch
paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark
tab to identify the product or installation. Provide a typed description of the product or
installation, including the name of the product and the name, address, and telephone
number of Installer.
3. Identify each binder on the front and spine with the typed or printed title
"WARRANTIES," Project name, and name of Contractor.
C. Provide additional copies of each warranty to include in operation and maintenance manuals.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or
fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or property or that might damage finished surfaces.
PART 3 - EXECUTION
3.1 DEMONSTRATION AND TRAINING
A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems,
and equipment not part of a system.
1. Provide instructors experienced in operation and maintenance procedures.
2. Provide instruction at mutually agreed-on times. For equipment that requires seasonal
operation, provide similar instruction at the start of each season.
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3. Schedule training with Owner, through Engineer, with at least 7 days' advance notice.
4. Coordinate instructors, including providing notification of dates, times, length of
instruction, and course content.
3.2 FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply
with local laws and ordinances and Federal and local environmental and antipollution
regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to condition expected in an average commercial building cleaning and
maintenance program. Comply with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for certification
of Substantial Completion for entire Project or for a portion of Project:
a. Clean Project site, in areas disturbed by construction activities, including landscape
development areas, of rubbish, waste material, litter, and other foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other
foreign deposits.
c. Remove tools, construction equipment, machinery, and surplus material from
Project site.
d. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,
free of stains, films, and similar foreign substances. Avoid disturbing natural
weathering of exterior surfaces. Restore reflective surfaces to their original
condition.
e. Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
f. Sweep concrete floors broom-clean in unoccupied spaces.
g. Remove labels that are not permanent.
h. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or
that already show evidence of repair or restoration.
1) Do not paint over "UL" and similar labels, including mechanical and
electrical nameplates.
i. Remove excess paint and mortar droppings, and other foreign substances.
j. Leave Project clean and ready for occupancy.
C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or
excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous
materials into drainage systems. Remove waste materials from Project site and dispose of
lawfully.
END OF SECTION 01 7700
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SECTION 01 7839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplemental
General Conditions, Standard General Provisions, and Project Special Provisions, and other
Division 1 Specification Sections, apply to this section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for Project Record
Documents, including the following:
1. Record Project Manual / Specifications / Drawings.
2. Record As-Built “Mark up” Plans.
3. Record Product Data / Submittals / Shop Drawings.
4. Daily Construction Reports
B. Related Sections include the following:
1. Division 1, Section “Closeout Procedures”.
2. Divisions 2 through 33 Sections for specific requirements for Project Record Documents of
products in those Sections.
1.3 SUBMITTALS
A. Project Manual: Submit one set of marked-up Project Manual Specifications, including
addenda and contract modifications.
B. As-Built “Mark-Up” Plans: Submit a copy of Project’s marked-up plans, to the Owner and
Engineer, with locations of all repairs noted. These drawings shall be marked in red to show all
locations of work initiated by the contractor and coordinated with the Engineer.
C. Record Product Data: Submit one copy of each Product Data / Submittals, including Warranty
information.
D. Daily Construction Reports: Submit a copy to the Engineer of all Daily Construction Reports at
daily intervals.
PART 2 - PRODUCTS
2.1 RECORD PROJECT MANUAL / DRAWINGS
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A. The Contractor shall maintain, at the project site, one complete copy of the Project Manual for
his work. The Project Manual shall be maintained in good order and readable condition. The
Project Manual shall be marked in red to show changes in the work required by change orders
and shall show as-built changes.
2.2 RECORD AS-BUILT “MARK-UP” PLANS
A. The Contractor shall maintain one full set of current “As-Built” plans for the project. These
drawings shall be marked in red to show all locations of work initiated by the Contractor and
coordinated with the Engineer.
2.3 RECORD PRODUCT DATA
A. The Contractor shall maintain, at the project site, one complete copy of all Product Data for all
approved products utilized for the Project.
1. Includes manufacturers’ warranties.
2.4 DAILY CONSTRUCTION REPORTS:
A. Prepare a daily construction report recording the following information concerning events at
Project site:
1. List of contractors at Project site.
2. Approximate count of personnel at Project site.
3. High and low temperatures and general weather conditions.
4. Meetings and significant decisions occurring that day.
5. Stoppages, delays, shortages, and losses.
6. Partial Completions.
7. Substantial Completions authorized.
8. Daily log of repair quantities.
2.5 MISCELLANOUES RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous
record keeping and submittal in connection with actual performance of the Work. Bind or file
miscellaneous records and identify each, ready for continued use and reference.
B. Videotape all completed repairs and provide copy of videotape to Owner.
PART 3 - EXECUTION
3.1 RECORDING AND MAINTENANCE
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A. Recording: Maintain one copy of each submittal during the construction period for Project
Record Document purposes. Post changes and modifications to Project Record Documents as
they occur; do not wait until the end of Project.
B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the
field office apart from the Project Documents used for construction. Do not use Project Record
Documents for construction purposes. Maintain Record Documents in good order and in a
clean, dry, legible condition, protected from deterioration and loss. Provide access to Project
Record Documents for Engineer’s reference during normal working hours.
C. All of the documents required at the Project site under this article shall be available for use by
the Project Engineer or his representative at all times.
D. Upon completion of this project, the documents required under this article shall be turned over
to the Project Engineer in good order.
END OF SECTION 01 7839
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SECTION 03 0130 – CONCRETE REHABILITATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Special Terms and
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Removal of deteriorated concrete and subsequent replacement and patching.
2. Repairs to exposed reinforcing steel.
3. Rout and seal construction joints where concrete repairs meet existing concrete.
4. Epoxy crack injection.
B. Related Sections include the following:
1. Division 01 Section “Unit Prices”
2. Division 07 Section “Traffic Coatings”
3. Division 07 Section “Joint Sealants”
1.3 UNIT PRICES
A. General: Unit prices include the cost of preparing existing construction to receive the work
indicated and costs of field quality control required for units of work completed.
B. Shallow Depth Concrete Removal and Replacement or Patching: Work will be paid for by the
square foot computed on the basis of rectangular solid shapes approximating the actual shape of
concrete removed and replaced with average widths and lengths, measured to the nearest inch.
Unit price also includes joint sealant around the perimeter of the patch and any paint necessary
to match the existing concrete surface. Depth of repair = 1/2” to 2”.
C. Overhead and Vertical Concrete Removal and Replacement: Work will be paid for by the
square foot computed on the basis of rectangular solid shapes approximating the actual shape of
concrete removed and replaced with average widths and lengths, measured to the nearest inch.
Unit price also includes any paint necessary to match the existing concrete surface. Depth of
repair = 1/2” to 4”.
D. Deep Concrete Removal and Replacement: Work will be paid for by the cubic foot computed
on the basis of rectangular solid shapes approximating the actual shape of concrete removed and
replaced with average depths, widths, and lengths, measured to the nearest inch. Unit price also
includes joint sealant around the perimeter of the patch and any paint necessary to match the
existing concrete surface. Depth of repair = 2” to 4”.
1. Reinforcing bar replacement will be included in the unit cost of patching.
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E. Epoxy Crack Injection: Work will be paid for by the linear foot of crack injected.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Prior to Preinstallation Conference: Using removable spray can paint, mark the spall,
delamination, and crack locations on the concrete walls and concrete floors proposed to
repair. Use orange for locations of materials within the assumed limits specified in the
construction documents. Use yellow for locations of materials that would exceed the
quantity limits specified in the construction. The intent is to determine if changes to
scope will be required. At the end of the Preinstallation Conference, the Engineer will
review the marks and determine if more or less locations should be repaired.
2. Attendees: Installer and representatives of manufacturers and fabricators involved in or
affected by the installation and its coordination or integration with other materials and
installations that have preceded or will follow, shall attend the meeting. Advise Engineer
and Owner of scheduled meeting dates.
3. Agenda: Review progress of other construction activities and preparations for the
particular activity under consideration, including requirements for the following:
a. The Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility problems.
k. Time schedules.
l. Weather limitations.
m. Manufacturer's written recommendations.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
y. Protection of construction and personnel.
4. Record significant conference discussions, agreements, and disagreements, including
required corrective measures and actions.
5. Reporting: Distribute minutes of the meeting to each party present and to parties who
should have been present.
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6. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the
Work and reconvene the conference at earliest feasible date.
1.5 SUBMITTALS
A. Product Data: For each type of product. Include construction details, material descriptions,
chemical composition, physical properties, test data, and mixing, preparation, and application
instructions.
B. Qualification Data: For installers and manufacturers.
C. Material Certificates: For each type of material supplied for mixing or adding to products at
Project site.
D. Product Test Reports: For each product, for tests performed by manufacturer and witnessed by
a qualified testing agency.
E. Field quality-control reports.
F. Maintenance Program: Submit before work begins.
1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications: Manufacturer shall employ factory-trained technical
representatives who are available for consultation and Project-site inspection and assistance at
no additional cost.
B. Installer Qualifications: Installer that employs workers trained and approved by manufacturer
to apply.
C. Source Limitations: Obtain concrete patching and rebuilding materials and epoxy crack
injection materials, each, through one source from a single manufacturer.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to Project site in manufacturer’s original and unopened containers, labeled
with type and name of products and manufacturers.
B. Comply with manufacturer's written instructions for minimum and maximum temperature
requirements and other conditions for storage.
C. Store cementitious materials off the ground, under cover, and in a dry location.
D. Store aggregates covered and in a dry location; maintain grading and other required
characteristics and prevent contamination.
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1.8 FIELD CONDITIONS
A. Refer to Manufacturer’s recommendations for additional condition limitations and restrictions
other than listed below.
B. Environmental Limitations for Epoxies: Do not apply when air and substrate temperatures are
outside limits permitted by manufacturer. During hot weather, cool epoxy components before
mixing, store mixed products in shade, and cool unused mixed products to retard setting. Do
not apply to wet substrates unless approved by manufacturer.
1. Use only Class A epoxies when substrate temperatures are below or are expected to go
below 40 deg F (5 deg C) within 8 hours.
2. Use only Class A or B epoxies when substrate temperatures are below or are expected to
go below 60 deg F (16 deg C) within 8 hours.
3. Use only Class C epoxies when substrate temperatures are above and are expected to stay
above 60 deg F (16 deg C) for 8 hours.
C. Hot-Weather Requirements for Cementitious Materials: Protect repair work when temperature
and humidity conditions produce excessive evaporation of water from patching materials.
Provide artificial shade and wind breaks, and use cooled materials as required. Do not apply to
substrates with temperatures of 90 deg F (32 deg C) and above.
D. Mask off adjoining surfaces to prevent damage to any surface outside work area.
E. Protect repaired surfaces from traffic, damage, and contamination during curing time period.
1.9 ADDITIONAL GUARANTEE
A. The Contractor shall guarantee all repair work performed under this Contract against defects in
workmanship resulting in leakage and/or failure of concrete bond for a period of two (2) years
from the date of the Certificate of Substantial Completion.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. Source Limitations: Obtain each color, grade, finish, type, and variety of product from single
source with resources to provide products of consistent quality in appearance and physical
properties.
B. VOC Content: Provide materials that comply with VOC limits of authorities having
jurisdiction.
C. Water: The water used for mixing concrete repair products shall be clear, potable, and free of
deleterious substances.
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2.2 BONDING AGENTS
A. Epoxy-Modified, Cementitious Bonding and Anticorrosion Agent: Manufactured product that
consists of water-insensitive epoxy adhesive, portland cement, and water-based solution of
corrosion-inhibiting chemicals that forms a protective film on steel reinforcement.
1. Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a. Sika Corporation, Construction Product Division; Armatec 110 EpoCem.
b. Ardex Engineered Cements, Ardex Bonding & Anti-Corrosion Agent.
c. Mapei, Planibond 3C.
d. Any manufacturer approved by the Engineer as a provider of an equal product and
equal or better service.
B. Mortar Scrub Coat: Mix consisting of 1 part portland cement complying with ASTM C 150
Type I, II, or III and 1 part fine aggregate complying with ASTM C 144 except 100 percent
passing a No. 16 (1.18-mm) sieve.
2.3 PATCHING MORTAR
A. Patching Mortar, General:
1. Only use patching mortars that are recommended by manufacturer for each applicable
horizontal, vertical, or overhead use orientation.
2. Color and Aggregate Texture: Provide patching mortar and aggregates of colors and
sizes necessary to produce patching mortar that matches existing, adjacent, exposed
concrete. Blend several aggregates if necessary to achieve suitable matches.
3. Coarse Aggregate for Patching Mortar: ASTM C 33, washed aggregate, Size No. 8,
Class 5S. Add to patching-mortar mix only as permitted by patching-mortar
manufacturer.
B. Polymer-Modified, Cementitious Patching Mortar: Packaged, dry mix for repair of concrete
and that contains a non-redispersible latex additive as either a dry powder or a separate liquid
that is added during mixing. Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to, the
following:
1. Compressive Strength: Not less than 5500 psi at 28 days when tested according to
ASTM C 928.
2. Overhead/Vertical Application for repair depths ½ inch to 4 inches:
a. Sika Corporation; SikaTop 123 Plus
b. Euclid Chemical Company; Euclid Verticoat Supreme
c. Ardex Engineered Cements; Ardex B 20 Overhead & Vertical Repair Mortar
d. BASF; MasterEmaco S488CI Repair Mortar
e. Mapei, Planitop 23
f. Any manufacturer approved by the Owner as a provider of an equal product and
equal or better service.
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3. Horizontal Application for repair depths ½ inch to 2 inches:
a. Sika Corporation; SikaTop 122 Plus
b. Euclid Chemical Company; Verticoat Supreme, Concrete Top Supreme
c. Ardex Engineered Cements; Ardex FDM Full Depth Repair Mortar
d. BASF; MasterEmaco T430
e. Five Star; Structural Concrete ES
f. Mapei, Planitop 25
g. Any manufacturer approved by the Owner as a provider of an equal product and
equal or better service.
4. Horizontal application for repair depths 2 inches to 4 inches:
a. BASF; MasterEmaco T 1061EX
b. Sika Corporation; SikaTop 122 Plus
c. Euclid Chemical Company; Verticoat Supreme extended with 3/8-inch pea
gravel meeting ASTM C 33, Concrete Top Supreme extended with 3/8-inch pea
gravel meeting ASTM C 33
d. Ardex Engineered Cements; Ardex FDM Full Depth Repair Mortar
e. Five Star; Structural Concrete ES extended with 3/8-inch pea gravel meeting
ASTM C 33
f. BASF; MasterEmaco T430 extended with 3/8-inch pea gravel meeting ASTM C
33
g. Mapei, Planitop FD
h. Any manufacturer approved by the Owner as a provider of an equal product and
equal or better service.
5. Full Depth application for repair depths 4 inches to 8 inches:
a. Formwork and shoring may be required.
b. BASF; MasterEmaco S 466CI
c. Euclid Chemical Company; Eucocrete Supreme extended with 3/8-inch pea
gravel meeting ASTM C 33
d. Ardex Engineered Cements; Ardex FDX Full Depth Extended Repair Mortar
e. Five Star; Structural Concrete ES extended with 3/8-inch pea gravel meeting
ASTM C 33
f. BASF; MasterEmaco T430 extended with 3/8-inch pea gravel meeting ASTM C
33
g. Mapei, Planitop 15
h. Any manufacturer approved by the Owner as a provider of an equal product and
equal or better service.
6. For repair depths greater than 8 inches place concrete mix as approved by the
Engineer.
C. Mortar Scrub Coat: Mix dry ingredients with enough water to provide consistency of thick
cream.
D. Dry-Pack Mortar: Mix patching-mortar dry ingredients with just enough liquid to form damp
cohesive mixture that can be squeezed by hand into a ball but is not plastic.
2.4 EPOXY CRACK INJECTION ADHESIVE
A. Epoxy Crack Injection Adhesive: ASTM C 881/C 881M, Type I or IV, to be selected by
Contractor in coordination with other products, and submitted to the Engineer for approval.
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1. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the following:
a. BASF; MasterInject 1333
b. Euclid Chemical Company (The); Euco #452 Epoxy System, or Eucopoxy
Injection Resin.
c. Meadows, W. R., Inc.; Sealtight Rezi-Weld LV.
d. Sika Corporation; Sikadur 35, Hi-Mod LV; Sikadur 35, Hi-Mod LV LPL; Sikadur
52; or Sikadur Injection Gel.
B. Capping Adhesive: Product manufactured for use with crack injection adhesive by same
manufacturer.
2.5 MIXES
A. General: Mix products, in clean containers, according to manufacturer's written instructions.
1. Add clean silica sand and course aggregates only as recommended by manufacturer.
2. Do not add water, thinners, or additives unless recommended by manufacturer.
3. When practical, use manufacturer's premeasured packages to ensure that materials are
mixed in proper proportions. When premeasured packages are not used, measure
ingredients using graduated measuring containers; do not estimate quantities or use
shovel or trowel as unit of measure.
4. Do not mix more materials than can be used within time limits recommended by
manufacturer. Discard materials that have begun to set.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Standard Specifications and Repair Methods:
1. ICRI 03731 – Guide for Selecting Application Methods for the Repair of Concrete
Surfaces
2. ACI 503.4 – Standard Specification for Repairing Concrete with Epoxy Mortars
3. ACI 503R – Use of Epoxy Compounds with Concrete
4. ACI 546 – Concrete Repair Guide
B. Notify Engineer seven days in advance of dates when areas of deteriorated or delaminated
concrete and deteriorated reinforcing bars will be located.
C. Locate areas of deteriorated or delaminated concrete using hammer or chain-drag sounding and
mark boundaries. Mark areas for removal by simplifying and squaring off boundaries as
directed by Engineer. At columns and walls make boundaries level and plumb unless otherwise
indicated.
D. Pachometer Testing: Locate at least three reinforcing bars using a pachometer, and drill test
holes to determine depth of cover. Calibrate pachometer using depth of cover measurements,
and verify depth of cover in removal areas using pachometer.
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3.2 PREPARATION
A. Ensure that supervisory personnel are on-site and on duty when concrete maintenance work
begins and during its progress.
B. Preparation for Removal of Deteriorated Concrete: Examine construction to be repaired to
determine best methods to safely and effectively perform concrete maintenance work. Examine
adjacent work to determine what protective measures will be necessary. Make explorations,
probes, and inquiries as necessary to determine condition of construction to be removed in the
course of repair.
1. Verify that affected utilities have been disconnected and capped.
2. Inventory and record the condition of items to be removed for reinstallation or salvage.
3. Provide and maintain shoring, bracing, and temporary structural supports as required to
preserve stability and prevent unexpected or uncontrolled movement, settlement, or
collapse of construction being demolished and construction and finishes to remain.
C. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site,
plants, and surrounding buildings from harm resulting from concrete maintenance work.
1. Comply with each product manufacturer's written instructions for protections and
precautions. Protect against adverse effects of products and procedures on people and
adjacent materials, components, and vegetation.
2. Use only proven protection methods appropriate to each area and surface being protected.
3. Provide barricades, barriers, and temporary directional signage to exclude public from
areas where concrete maintenance work is being performed.
4. Erect temporary protective covers over walkways and at points of pedestrian and
vehicular entrance and exit that must remain in service during course of concrete
maintenance work.
5. Contain dust and debris generated by concrete maintenance work and prevent it from
reaching the public or adjacent surfaces.
D. Existing Drains: Prior to the start of work in an area, test drainage system to ensure that it is
functioning properly. Notify Engineer immediately of inadequate drainage or blockage. Do not
begin work in an area until the drainage system is in working order.
1. Prevent solids such as aggregate or mortar residue from entering the drainage system.
Clean out drains and drain lines that become sluggish or blocked by sand or other
materials resulting from concrete maintenance work.
2. Protect drains from pollutants. Block drains or filter out sediments, allowing only clean
water to pass.
E. Concrete Removal:
1. Provide shoring, bracing, and supports as necessary. Strengthen or add new supports
when required during progress of removal work. Do not overload structural elements
with debris.
2. Saw-cut perimeter of areas indicated for removal to a depth of at least 1/2 inch (12.7
mm). Make cuts perpendicular to concrete surfaces and no deeper than cover on
reinforcement. Care shall be taken not to damage existing reinforcing steel or sheathing.
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3. Remove deteriorated and delaminated concrete by breaking up and dislodging from
reinforcement.
4. Where half or more of the perimeter of reinforcing bar is exposed, bond between
reinforcing bar and surrounding concrete is broken, or reinforcing bar is corroded,
remove concrete from entire perimeter of bar and to provide at least a 3/4-inch clearance
around bar.
5. Test areas where concrete has been removed by tapping with hammer, and remove
additional concrete until unsound and unbonded concrete is completely removed.
6. Provide surfaces with a fractured profile of at least 1/8 inch that are approximately
perpendicular or parallel to original concrete surfaces. At columns and walls, make top
and bottom surfaces level unless otherwise directed.
7. Detail the edge of the patch to a 90 degree angle to eliminate feather edging.
8. Thoroughly clean removal areas of loose concrete, dust, and debris.
F. Reinforcing-Bar Preparation: Remove loose and flaking rust from reinforcing bars by high-
pressure, water cleaning, abrasive blast cleaning, needle scaling, or wire brushing until only
tightly adhered light rust remains. All exposed surfaces of reinforcing steel shall be coated
within 30 minutes after cleaning. An epoxy-based and anti-corrosion agent shall be used in
accordance with the manufacturer recommendations.
1. Where section loss of reinforcing bar is more than 25 percent, or 20 percent in two or
more adjacent bars, cut bars and remove and replace as directed by Engineer. Remove
additional concrete as necessary to provide at least 3/4-inch clearance at existing and
replacement bars. Splice replacement bars to existing bars according to ACI 318 by
lapping, welding, or using mechanical couplings.
G. Preparation of Floor Joints for Repair: Saw-cut joints full width to edges and depth of spalls,
but not less than 5/16 inch deep. Clean out debris and loose concrete; vacuum or blow clear
with compressed air.
3.3 APPLICATION
A. General: Comply with manufacturer's written instructions and recommendations for application
of products, including surface preparation.
B. Epoxy-Modified, Cementitious Bonding and Anticorrosion Agent: Apply to reinforcing bars
and concrete by stiff brush or hopper spray according to manufacturer's written instructions.
Apply to reinforcing bars in two coats, allowing first coat to dry two to three hours before
applying second coat. Allow to dry before placing patching mortar or concrete.
C. Mortar Scrub Coat for Job-Mixed Patching Mortar and Concrete: Dampen repair area and
surrounding concrete 6 inches (150 mm) beyond repair area. Remove standing water and apply
scrub coat with a brush, scrubbing it into surface and thoroughly coating repair area. If scrub
coat dries, recoat before placing patching mortar or concrete.
D. Placing Patching Mortar: Place as follows unless otherwise recommended in writing by
manufacturer: Mortar shall be applied 24 hours after applying the epoxy bonding/corrosion
inhibiting agent.
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1. Provide forms where necessary to confine patch to required shape.
2. Wet substrate and forms thoroughly and then remove standing water.
3. Pretreatment: Apply specified bonding agent.
4. General Placement: Place patching mortar by troweling toward edges of patch to force
intimate contact with edge surfaces. For large patches, fill edges first and then work
toward center, always troweling toward edges of patch. At fully exposed reinforcing
bars, force patching mortar to fill space behind bars by compacting with trowel from
sides of bars.
5. Vertical Patching: Place material in lifts of not more than 1-1/2 inches (38 mm) nor less
than 1/4 inch (6 mm). Do not feather edge.
6. Overhead Patching: Place material in lifts of not more than 1-1/2 inches (38 mm) nor
less than 1/4 inch (6 mm). Do not feather edge.
7. Consolidation: After each lift is placed, consolidate material and screed surface.
8. Multiple Lifts: Where multiple lifts are used, score surface of lifts to provide a rough
surface for placing subsequent lifts. Allow each lift to reach final set before placing
subsequent lifts.
9. Finishing: Allow surfaces of lifts that are to remain exposed to become firm and then
finish to a smooth surface matching adjacent concrete.
10. Curing: Wet-cure cementitious patching materials, including polymer-modified
cementitious patching materials, for not less than seven days by water-fog spray or water-
saturated absorptive cover.
E. Dry-Pack Mortar: Use for deep cavities. Place as follows unless otherwise recommended in
writing by manufacturer:
1. Provide forms where necessary to confine patch to required shape.
2. Wet substrate and forms thoroughly and then remove standing water.
3. Pretreatment: Apply specified bonding agent.
4. Place dry-pack mortar into cavity by hand, and compact tightly into place. Do not place
more material at a time than can be properly compacted. Continue placing and
compacting until patch is approximately level with surrounding surface.
5. After cavity is filled and patch is compacted, trowel surface to match profile and finish of
surrounding concrete. A thin coat of patching mortar may be troweled into the surface of
patch to help obtain required finish.
6. Wet-cure patch for not less than seven days by water-fog spray or water-saturated
absorptive cover.
F. Epoxy Crack Injection: Comply with manufacturer's written instructions and the following:
1. Clean areas to receive capping adhesive of oil, dirt, and other substances that would
interfere with bond, and clean cracks with oil-free compressed air or low-pressure water
to remove loose particles.
2. Place injection ports as recommended by epoxy manufacturer, spacing no farther apart
than thickness of member being injected. Seal injection ports in place with capping
adhesive.
3. Seal cracks at exposed surfaces with a ribbon of capping adhesive at least 1/4 inch thick
by 1 inch wider than crack.
4. Inject cracks wider than 0.003 inch to a depth of 8 inches or to a width of less than 0.003
inch, whichever is less.
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5. Inject epoxy adhesive, beginning at widest part of crack and working toward narrower
parts. Inject adhesive into ports to refusal, capping adjacent ports when they extrude
epoxy. Cap injected ports and inject through adjacent ports until crack is filled.
6. After epoxy adhesive has set, remove injection ports and grind surfaces smooth.
3.4 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.
B. Perform the following tests and inspections:
1. Packaged, Cementitious Patching Mortar: 5 randomly selected sets of samples for each
type of mortar required, tested according to ASTM C 928.
2. Epoxy Crack Injection: Core drilled samples to verify proper installation.
a. Testing Frequency: 1 sample for each 100 feet of crack injected.
b. Where samples are taken, fill holes with epoxy mortar.
C. Product will be considered defective if it does not pass tests and inspections.
D. Prepare test and inspection reports.
3.5 WORK IN CONFINED SPACES
A. The Contractor shall provide and maintain safe working conditions for all employees and
subcontractors. Fresh air shall be supplied continuously to confined spaces through the
combined use of existing openings, forced-draft fans and temporary ducts to the outside, or by
direct air supply to individual workers. Fumes shall be exhausted to the outside from the lowest
level of the confined space. Electrical fan motors shall be explosion-proof if in contact with
explosive/volatile fumes. No smoking or open fires shall be permitted in or near areas where
explosive/volatile fumes may accumulate.
END OF SECTION 03 0130
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TRAFFIC COATINGS 07 1800 - 1
SECTION 07 1800 - TRAFFIC COATINGS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings, general provisions of the Contract and the Project Manual, including General
Conditions and Supplemental General Conditions and Division 01 Specification Sections, apply
to this Section.
1.2 SUMMARY
A. This Section includes traffic coatings for the following applications:
1. Floor slabs as indicated on the plans.
B. Related Sections include the following:
1. Division 03 Section "Concrete Rehabilitation" for concrete substrates.
2. Division 07 Section “Joint Sealants”.
1.3 SUBMITTALS
A. Product Data: For each product indicated.
B. Shop Drawings: Show extent of each traffic coating. Include details for treating substrate joints
and cracks, flashings, deck penetrations, and other termination conditions.
C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors,
textures, and patterns available for each type of product indicated.
D. Samples for Verification: For each type of traffic coating required, prepared on rigid backing
and of same thickness and material indicated for the Work.
1. Provide stepped Samples on backing large enough to illustrate buildup of traffic coatings.
E. Material Test Reports: From a qualified independent testing agency indicating and interpreting
test results for compliance of traffic coatings with requirements, based on comprehensive testing
of current product formulations within the last three years.
F. Material Certificates: Signed by manufacturer certifying that traffic coatings comply with
requirements, based on comprehensive testing of current product formulations within the last
three years.
G. Maintenance Data: Identify substrates and types of traffic coatings applied. Include
recommendations for periodic inspections, cleaning, care, maintenance, and repair of traffic
coatings.
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H. Warranty: Include sample warranty.
1.4 QUALITY ASSURANCE
A. Contractor’s Quality Control Responsibilities: Contractor is solely responsible for quality
control of the Work.
B. Manufacturer’s Qualifications: In addition to other requirements in Division 01 Section “Quality
Control Procedures,” Manufacturers shall have factory-trained representatives who are available
for consultation and Project site inspection at no additional cost.
C. Installer (Applicator) Qualifications: An experienced applicator, approved by the coating
manufacturer, who is specialized in installing work similar in material, design, and extent to that
indicated for this Project.
D. Source Limitations:
1. Obtain traffic coatings from a single manufacturer.
2. Obtain primary traffic coating materials, including primers, from traffic coating
manufacturer. Obtain secondary materials including aggregates, sheet flashings, joint
sealants, and substrate repair materials of type and from source recommended in writing
by primary material manufacturer.
E. Preinstallation Conference: Conduct conference at Project site.
1. Before installing traffic coatings, meet with representatives of authorities having
jurisdiction, manufacturer's technical representative, Owner, Architect, consultants,
independent testing agency, and other concerned entities. Review requirements for traffic
coatings. Notify participants at least seven days before conference.
F. Regulatory Requirements: Comply with applicable requirements of the laws, codes, ordinances
and regulations of Federal, State and Municipal authorities having jurisdiction. Obtain necessary
approvals from all such authorities.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in original packages and containers with seals unbroken and bearing
manufacturer's labels showing the following information:
1. Manufacturer's brand name.
2. Type of material.
3. Directions for storage.
4. Date of manufacture and shelf life.
5. Lot or batch number.
6. Mixing and application instructions.
7. Color.
B. Store materials in a clean, dry location protected from exposure to direct sunlight. In storage
areas, maintain environmental conditions within range recommended in writing by manufacturer.
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1.6 PROJECT CONDITIONS
A. Environmental Limitations: Apply traffic coatings within the range of ambient and substrate
temperatures recommended in writing by manufacturer. Do not apply traffic coatings to damp or
wet substrates, when temperatures are below 40 deg F, when relative humidity exceeds 85
percent, or when temperatures are less than 5 deg F above dew point.
1. Do not apply traffic coatings in rain, fog, or mist, or when such weather conditions are
imminent during the application and curing period. Apply only when frost-free conditions
occur throughout the depth of substrate.
B. Do not install traffic coating until items that will penetrate membrane have been installed.
C. Concrete surfaces are to be broomed clean, dry, sound, and free of voids, bugholes, rockpockets,
excessive roughness and foreign matter; and shall be smooth with finish equal to one that is light
steel troweled followed by a broom finish.
D. All surfaces of any existing coating to be repaired shall be power washed, or shot blasted, to
remove loose material and to provide a clean and profiled surface.
E. The Manufacturer and Engineer shall jointly determine the specific extent of all deck coating
repairs. These areas shall be marked off in a cooperative effort with the Contractor.
1.7 WARRANTY
A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other
rights Owner may have under other provisions of the Contract Documents and shall be in
addition to, and run concurrent with, other warranties made by Contractor under requirements of
the Contract Documents.
B. Special Warranty: Manufacturer's standard form in which traffic coating manufacturer agrees to
repair or replace traffic coatings that deteriorate during the specified warranty period. Warranty
does not include deterioration or failure of traffic coating due to unusual weather phenomena,
failure of prepared and treated substrate, formation of new substrate cracks exceeding 1/16 inch
in width, fire, vandalism, maintenance equipment, and truck traffic.
1. Deterioration of traffic coatings includes the following:
a. Adhesive or cohesive failures.
b. Abrasion or tearing failures.
c. Surface crazing or spalling.
d. Intrusion of water, oils, gasoline, grease, salt, deicer chemicals, or acids into deck
substrate.
2. Warranty Period: Five years from date of Substantial Completion.
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PART 2 - PRODUCTS
2.1 MATERIALS
A. Traffic Coatings: Complying with ASTM C 957.
B. Material Compatibility: Provide primers; base, intermediate, and topcoats; and miscellaneous
materials that are compatible with one another and with substrate under conditions of service and
application, as demonstrated by manufacturer based on testing and field experience.
C. VOC Content: Provide waterproofing and traffic paint materials that comply with the following
limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24):
1. Opaque waterproofing treatments: 400 g/L.
2. Pavement-Marking Paint: 150 g/L.
3. Zone-Marking Coatings: 450 g/L.
2.2 TRAFFIC COATING
A. Available Products: Subject to compliance with requirements, products that may be incorporated
into the Work include, but are not limited to, the following:
1. Qualideck Traffic Bearing Membrane; Q152 Primer, Q252 Base Coat, Q582 UV Top
Sand Broadcast
2. LymTal International, Inc.; Iso-Flex 760U-HL Low Odor.
3. Neogard; Auto-Gard – FC.
4. BASF Chemicals; Conipur II.
5. Tremco Incorporated, Sealant/Waterproofing Division; 350NF/346/346.
B. Primer: Manufacturer's standard factory-formulated primer recommended for substrate and
conditions indicated.
C. Preparatory and Base Coats: Single- or multicomponent, aromatic liquid urethane elastomer.
D. Intermediate Coat: Single- or multicomponent, aromatic liquid urethane elastomer.
E. Topcoat: Single- or multicomponent, aliphatic liquid urethane elastomer or Single- or
multicomponent, aromatic liquid urethane elastomer with UV inhibitors.
1. Color: As selected by Owner from manufacturer's full range.
F. Component Coat Thicknesses: As recommended by manufacturer for substrate and service
conditions indicated, but not less than the following (measured excluding aggregate):
1. Primer: 5 mils minimum dry film thickness
2. Base Coat: 25 mils minimum dry film thickness.
3. Intermediate Coat: 15 mils minimum dry film thickness.
4. Topcoat: 15 mils minimum dry film thickness.
5. Total system shall be 60 mils minimum dry film thickness.
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G. Aggregate: Uniformly graded, washed silica sand of particle sizes, shape, and minimum hardness
recommended in writing by traffic coating manufacturer.
1. Spreading Rate: As recommended by manufacturer for substrate and service conditions
indicated, but not less than the following:
a. Intermediate Coat: 10 to 20 lb/100 sq. ft.
b. Topcoat: As required to achieve slip-resistant finish.
2.3 MISCELLANEOUS MATERIALS
A. Joint Sealants: As specified in Division 07 Section "Joint Sealants."
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verification of Conditions: Examine the areas to receive the Work and the conditions under
which the Work would be performed. Remedy conditions detrimental to the proper and timely
completion of the Work. Do not proceed until unsatisfactory conditions have been corrected.
B. Examine substrates, with Installer present, for compliance with requirements and for other
conditions affecting performance of traffic coatings.
1. For the record, prepare written report, endorsed by Installer, listing conditions detrimental
to performance.
2. Verify compatibility with and suitability of substrates.
3. Begin coating application only after minimum concrete curing and drying period
recommended by traffic coating manufacturer has passed, after unsatisfactory conditions
have been corrected, and after surfaces are dry.
4. Verify that substrates are visibly dry and free of moisture.
a. Test for moisture vapor transmission by plastic sheet method according to
ASTM D 4263.
b. Test for moisture content by method recommended in writing by manufacturer.
5. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Clean and prepare substrates according to ASTM C 1127 and manufacturer's written
recommendations to produce clean, dust-free, dry substrate for traffic coating application.
B. Mask adjoining surfaces not receiving traffic coatings, deck drains, and other deck substrate
penetrations to prevent spillage, leaking, and migration of coatings.
C. Concrete Substrates: Mechanically abrade concrete surfaces to a uniform profile according to
ASTM D 4259. Do not acid etch.
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1. Remove grease, oil, paints, and other penetrating contaminants from concrete.
2. Remove concrete fins, ridges, and other projections.
3. Remove laitance, glaze, efflorescence, curing compounds, concrete hardeners, form-release
agents, and other incompatible materials that might affect coating adhesion.
4. Remove remaining loose material to provide a sound surface, and clean surfaces according
to ASTM D 4258.
3.3 TERMINATIONS AND PENETRATIONS
A. Prepare vertical and horizontal surfaces at terminations and penetrations through traffic coatings
and at expansion joints, drains, and sleeves according to ASTM C 1127 and manufacturer's
written recommendations.
B. Provide sealant cants at penetrations and at reinforced and non-reinforced, deck-to-wall butt
joints.
C. Terminate edges of deck-to-deck expansion joints with preparatory base-coat strip.
D. Install sheet flashings at deck-to-wall expansion and dynamic joints, and bond to deck and wall
substrates according to manufacturer's written recommendations.
3.4 JOINT AND CRACK TREATMENT
A. Prepare, treat, rout, and fill joints and cracks in substrates according to ASTM C 1127 and
manufacturer's written recommendations. Before coating surfaces, remove dust and dirt from
joints and cracks according to ASTM D 4258.
1. Comply with recommendations in ASTM C 1193 for joint-sealant installation.
3.5 TRAFFIC COATING APPLICATION
A. Apply traffic coating material according to ASTM C 1127 and manufacturer's written
recommendations.
1. Start traffic coating application in presence of manufacturer's technical representative.
2. Verify that wet film thickness of each component coat complies with requirements every
100 sq. ft.
B. Apply traffic coatings to prepared wall terminations and vertical surfaces to height indicated
(minimum of 6”), and omit aggregate on vertical surfaces.
C. Cure traffic coatings according to manufacturer's written recommendations. Prevent
contamination and damage during application and curing stages.
D. Do not apply traffic paint for striping and other markings until traffic coating has cured
according to manufacturer's written recommendations.
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3.6 FIELD QUALITY CONTROL
A. Testing: Owner will engage a qualified testing agency to perform the following field tests and
inspections and prepare test reports:
1. Samples of material delivered to Project site shall be taken, identified, sealed, and certified
in presence of Contractor.
2. Testing agency shall perform tests for characteristics specified, using applicable referenced
testing procedures.
3. Testing agency shall verify thickness of coatings during traffic coating application.
4. If test results show traffic coating materials do not comply with requirements, remove
noncomplying materials, prepare surfaces, and reapply traffic coatings.
B. Final Traffic Coating Inspection: Arrange for traffic coating manufacturer's technical personnel
to inspect membrane installation on completion.
1. Notify Engineer and Owner 48 hours in advance of date and time of inspection.
C. Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.7 PROTECTING AND CLEANING
A. Protect traffic coatings from damage and wear during remainder of construction period.
B. Clean spillage from adjacent construction using cleaning agents and procedures recommended by
manufacturer of affected construction.
END OF SECTION 07 1800
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JOINT SEALANTS 07 9200 - 1
SECTION 07 9200 - JOINT SEALANTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions, Supplemental
General Conditions, Standard General Provisions, and Project Special Provisions, and other
Division 01 Specification Sections, apply to this section.
1.2 SUMMARY
A. This Section includes joint sealants for the following applications:
1. Joints in horizontal cast-in-place concrete or precast concrete members.
2. Joints in vertical cast-in-place concrete or precast concrete members.
3. Joints in cast-in-place washes and pourstrips.
1.3 UNIT PRICES
A. Unit prices include costs of field quality-control testing required by the Work for which the unit
price applies.
B. Install new joint sealant includes removal of existing joint sealants, surface preparation, joint
preparation, repair to adjacent concrete surfaces, repair to adjacent traffic coatings, and
installation of new joint sealants.
1.4 PERFORMANCE REQUIREMENTS
A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous
joint seals without staining or deteriorating joint substrates.
1.5 SUBMITTALS
A. Product Data: For each joint-sealant product indicated.
B. Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants
showing the full range of colors available for each product exposed to view.
C. Product Certificates: For each type of joint sealant and accessory, signed by product
manufacturer.
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JOINT SEALANTS 07 9200 - 2
D. Qualification Data: For Installer.
E. Preconstruction Field Test Reports: Indicate which sealants and joint preparation methods
resulted in optimum adhesion to joint substrates based on preconstruction testing specified in
"Quality Assurance" Article.
F. Field Test Report Log: For each elastomeric sealant application.
G. Warranties: Special warranties specified in this Section.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Manufacturer's authorized Installer who is approved or licensed for
installation of elastomeric sealants required for this Project.
B. Source Limitations: Obtain joint sealants through one source from a single manufacturer.
C. Preconstruction Field-Adhesion Testing: Before installing elastomeric sealants, Manufacturer
to field test their adhesion to Project joint substrates as follows:
1. Locate test joints where indicated on Project or, if not indicated, as directed by Engineer.
2. Conduct field tests for each application indicated below:
a. Each type of elastomeric sealant and joint substrate indicated.
3. Notify Engineer seven days in advance of dates and times when test joints will be
erected.
a. Test Method: Test joint sealants according to Method A, Field-Applied Sealant
Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193.
1) For joints with dissimilar substrates, verify adhesion to each substrate
separately; extend cut along one side, verifying adhesion to opposite side.
Repeat procedure for opposite side.
4. Report whether sealant in joint connected to pulled-out portion failed to adhere to joint
substrates or tore cohesively. Include data on pull distance used to test each type of
product and joint substrate. For sealants that fail adhesively, retest until satisfactory
adhesion is obtained.
5. Evaluation of Preconstruction Field-Adhesion-Test Results: Sealants not evidencing
adhesive failure from testing, in absence of other indications of noncompliance with
requirements, will be considered satisfactory. Do not use sealants that fail to adhere to
joint substrates during testing.
D. Preinstallation Conference: Conduct conference at Project site.
1.7 DELIVERY, STORAGE, AND HANDLING
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A. Deliver materials to Project site in original, unopened containers or bundles with labels
indicating manufacturer, product name and designation, color, expiration date, pot life, curing
time, and mixing instructions for multi-component materials.
B. Store and handle materials in compliance with manufacturer’s written instructions to prevent
their deterioration or damage due to moisture, high or low temperatures, contaminants, or other
causes.
1.8 PROJECT CONDITIONS
A. Do not proceed with installation of joint sealants under the following conditions:
1. When ambient and substrate temperature conditions are outside limits permitted by joint-
sealant manufacturer or are below 40 deg F (5 deg C).
2. When joint substrates are wet.
3. Where joint widths are less than those allowed by joint-sealant manufacturer for
applications indicated.
4. Contaminants capable of interfering with adhesion have not yet been removed from joint
substrates.
1.9 WARRANTY
A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or
replace elastomeric joint sealants that do not comply with performance and other requirements
specified in this Section within specified warranty period.
1. Warranty Period: 5 years from date of Substantial Completion.
B. Special Manufacturer's Warranty: Manufacturer's standard form in which elastomeric sealant
manufacturer agrees to furnish elastomeric joint sealants to repair or replace those that do not
comply with performance and other requirements specified in this Section within specified
warranty period.
1. Warranty Period: 5 years from date of Substantial Completion.
C. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint
sealants from the following:
1. Movement of the structure resulting in stresses on the sealant exceeding sealant
manufacturer's written specifications for sealant elongation and compression caused by
structural settlement or errors attributable to the original design or existing construction
of the structure.
2. Disintegration of joint substrates from natural causes exceeding design specifications.
3. Mechanical damage caused by individuals (other than contractor employees), tools, or
other outside agents.
4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric
contaminants.
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PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, products listed in other Part 2
articles.
2.2 MATERIALS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible
with one another and with joint substrates under conditions of service and application, as
demonstrated by sealant manufacturer, based on testing and field experience.
B. Colors of Exposed Joint Sealants: As selected by Owner from manufacturer’s full range for this
material.
1. Color shall match adjacent surfaces: concrete, painted surfaces, or other adjacent surface.
2.3 ELASTOMERIC JOINT SEALANTS
A. Multicomponent Nonsag Urethane Sealant:
1. Available Products:
a. BASF; MasterSeal NP 2
b. Pecora Corporation; Dynatrol II.
c. Tremco; Dymonic 100.
d. Sika Corporation; Sikaflex 2c NS.
e. LymTal International; Iso-Flex 881.
f. Mapei, Mapeflex P1
g. Any manufacturer approved by the Engineer as a provider of an equal product and
equal or better service.
2. Type and Grade: M (multicomponent) and NS (nonsag).
3. Class: 25.
4. Use Related to Exposure: NT (nontraffic).
5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated,
O.
a. Use O Joint Substrates: Concrete and precast-prestressed concrete, aluminum
storefront frames, painted ferrous metals.
6. Applications:
a. Joints between and/or in concrete members.
b. Joints around perimeter parapet.
c. Joints between steel framing and concrete topping.
d. Other exterior non-traffic joints for which no other sealant is indicated.
B. Multicomponent Pourable Urethane Sealant:
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1. Available Products:
a. BASF; MasterSeal NP 2
b. Pecora Corporation; Dynatroll II-SG.
c. Tremco; THC-900.
d. Sika Corporation, Inc.; Sikaflex – 2c SL
e. LymTal International; Iso-Flex 880GB.
f. Mapei, Mapeflex P1 SL
g. Any manufacturer approved by the Engineer as a provider of an equal product and
equal or better service.
2. Type and Grade: M (multicomponent) and P (pourable).
3. Class: 25.
4. Use Related to Exposure: T (traffic) and NT (non-traffic).
5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated,
O.
a. Use O Joint Substrates: Concrete and precast-prestressed concrete, aluminum
storefront frames, painted ferrous metals.
6. Applications:
a. Joints between and/or in concrete members.
b. Routed and sealed concrete joints in floors
c. Other exterior, traffic joints for which no other sealant is indicated.
2.4 JOINT-SEALANT BACKING
A. General: Provide sealant backings of material and type that are non-staining; are compatible
with joint substrates, sealants, primers, and other joint fillers; and are approved for applications
indicated by sealant manufacturer based on field experience and laboratory testing.
B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface
skin), O (open-cell material), B (bi-cellular material with a surface skin), or any of the
preceding types, as approved in writing by joint-sealant manufacturer for joint application
indicated, and of size and density to control sealant depth and otherwise contribute to producing
optimum sealant performance:
C. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying
with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at
temperatures down to minus 26 deg F (minus 32 deg C). Provide products with low
compression set and of size and shape to provide a secondary seal, to control sealant depth, and
to otherwise contribute to optimum sealant performance.
D. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or
joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-
adhesive tape where applicable.
2.5 MISCELLANEOUS MATERIALS
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A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate
tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants
and sealant backing materials, free of oily residues or other substances capable of staining or
harming joint substrates and adjacent nonporous surfaces in any way, and formulated to
promote optimum adhesion of sealants to joint substrates.
C. Masking Tape: Non-staining, non-absorbent material compatible with joint sealants and
surfaces adjacent to joints.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with
requirements for joint configuration, installation tolerances, and other conditions affecting joint-
sealant performance.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to
comply with joint-sealant manufacturer's written instructions and the following requirements:
1. Remove all foreign material from joint substrates that could interfere with adhesion of
joint sealant, including dust, paints (except for permanent, protective coatings tested and
approved for sealant adhesion and compatibility by sealant manufacturer), old joint
sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.
2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical
abrading, or a combination of these methods to produce a clean, sound substrate capable
of developing optimum bond with joint sealants. Remove loose particles remaining after
cleaning operations above by vacuuming or blowing out joints with oil-free compressed
air. The final surface shall be clean, dry, and free from oil, dirt, and other contaminents.
Porous joint substrates include the following:
a. Concrete.
3. Remove laitance and form-release agents from concrete.
4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm
substrates, or leave residues capable of interfering with adhesion of joint sealants.
Nonporous joint substrates include the following:
a. Metal.
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B. Joint Repair and Saw-Cutting: Any joint edges that are damaged shall be repaired using an
approved rapid strength repair mortar installed in accordance with the manufacturer’s
instructions. If the sides of the joint are damaged, uneven, or has other irregularities that will
adversely affect adhesion of the sealant, new joint edges shall be saw-cut. If the joint is too
shallow or ‘V’ shaped, the existing joint shall be saw-cut to the proper depth and form square
cut sides. For rout and seal repairs, joint shall be routed or cut into concrete along the centerline
of the crack to the required width and depth.
C. Joint Priming: Prime joint substrates, where recommended in writing by joint-sealant
manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply
primer to comply with joint-sealant manufacturer's written instructions. Confine primers to
areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces. Primer
shall not be applied prior to approval of joint cleaning, joint repair, backer rods (as applicable),
and bond breaker tape.
D. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining
surfaces that otherwise would be permanently stained or damaged by such contact or by
cleaning methods required to remove sealant smears. Remove tape immediately after tooling
without disturbing joint seal. Tape that is damaged prior to completion of joint installation shall
be repaired.
3.3 INSTALLATION OF JOINT SEALANTS
A. General: Comply with joint-sealant manufacturer's written installation instructions for products
and applications indicated, unless more stringent requirements apply.
B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint
sealants as applicable to materials, applications, and conditions indicated.
C. Install sealant backings of type indicated to support sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint
widths that allow optimum sealant movement capability.
1. Do not leave gaps between ends of sealant backings.
2. Do not stretch, twist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application and
replace them with dry materials.
D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants
and backs of joints.
E. Install sealants using proven techniques that comply with the following and at the same time
backings are installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
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F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or
curing begins, tool sealants according to requirements specified below to form smooth, uniform
beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of
sealant with sides of joint.
1. Remove excess sealant from surfaces adjacent to joints.
2. Use tooling agents that are approved in writing by sealant manufacturer and that do not
discolor sealants or adjacent surfaces.
3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise
indicated.
4. Provide flush joint configuration where indicated per Figure 5B in ASTM C 1193.
5. Provide recessed joint configuration of recess depth and at locations indicated per
Figure 5C in ASTM C 1193.
a. Use masking tape to protect surfaces adjacent to recessed tooled joints.
3.4 FIELD QUALITY CONTROL
A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:
1. Extent of Testing: Test completed elastomeric sealant joints as follows:
a. Perform 5 tests for the first 500 feet joint length for each type of elastomeric
sealant and joint substrate.
b. Perform 1 test for each 500 feet of joint length thereafter or 1 test per each floor
per elevation.
2. Test Method: Test joint sealants according to hand-pull method described below:
a. Make knife cuts from one side of the joint to the other, followed by two cuts
approximately 2 inches (50 mm) long at sides of joint and meeting cross cut at one
end. Place a mark 1 inch (25 mm) from cross-cut end of 2-inch (50 mm) piece.
b. Use fingers to grasp 2-inch (50 mm) piece of sealant between cross-cut end and 1-
inch (25 mm) mark; pull firmly at a 90 degree angle or more in direction of side
cuts while holding a ruler along side of sealant. Pull sealant out of joint to the
distance recommended by sealant manufacturer for testing adhesive capability, but
not less than that equaling specified maximum movement capability in extension;
hold this position for 10 seconds.
c. For joints with dissimilar substrates, verify adhesion to each substrate separately;
do this by extending cut along one side, verifying adhesion to opposite side.
Repeat procedure for opposite side.
3. Inspect joints for complete fill, for absence of voids, and for joint configuration
complying with specified requirements. Record results in a field-adhesion-test log.
4. Inspect tested joints and report on the following:
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a. Whether sealants in joints connected to pulled-out portion failed to adhere to joint
substrates or tore cohesively. Include data on pull distance used to test each type
of product and joint substrate. Compare these results to determine if adhesion
passes sealant manufacturer's field-adhesion hand-pull test criteria.
b. Whether sealants filled joint cavities and are free of voids.
c. Whether sealant dimensions and configurations comply with specified
requirements.
5. Record test results in a field-adhesion-test log. Include dates when sealants were
installed, names of persons who installed sealants, test dates, test locations, whether joints
were primed, adhesion results and percent elongations, sealant fill, sealant configuration,
and sealant dimensions.
6. Repair sealants pulled from test area by applying new sealants following same procedures
used originally to seal joints. Ensure that original sealant surfaces are clean and that new
sealant contacts original sealant.
B. Evaluation of Field Test Results: Sealants not evidencing adhesive failure from testing or
noncompliance with other indicated requirements will be considered satisfactory. Remove
sealants that fail to adhere to joint substrates during testing or to comply with other
requirements. Retest failed applications until test results prove sealants comply with indicated
requirements.
3.5 CLEANING
A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods
and with cleaning materials approved in writing by manufacturers of joint sealants and of
products in which joints occur.
3.6 PROTECTION
A. Protect joint sealants during and after curing period from contact with contaminating substances
and from damage resulting from construction operations or other causes so sealants are without
deterioration or damage at time of Substantial Completion. If, despite such protection, damage
or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately
so installations with repaired areas are indistinguishable from original work.
END OF SECTION 07 9200