HomeMy WebLinkAbout2008-276 CTECHNICAL SPECIFICATIONS
B. Within 30 days after the effective date of the Agreement, submit to the Resident Project
Representative, data relating to materials and equipment proposed to be furnished for the
work. Such data shall be in sufficient detail to enable the Resident Project Representative
or Engineer to identify the particular product and to form an opinion as to its conformity to
the specifications. The data shall comply with Section 01340.
C. Facilities and labor for handling and inspection of all materials and equipment shall be
furnished by the Contractor. If the Resident Project Representative or Engineer requires,
either prior to beginning or during the progress of the work, submit samples of materials
for such special tests as may be necessary to demonstrate that they conform to the
specifications. Such samples shall be furnished, stored, packed, and shipped as directed at
the Contractor's expense. Except as otherwise noted, the Owner will make arrangements
for and pay for the tests.
D. Submit data and samples sufficiently early to permit consideration and approval before
materials are necessary for incorporation in the work. Any delay of approval resulting
from the failure to submit samples or data promptly shall not be used as a basis of claim
against the Owner or the Engineer.
E. In order to demonstrate the proficiency of workmen or to facilitate the choice among
several textures, types, finishes and surfaces, provide such samples of workmanship or
finish as may be required.
F. The materials and equipment used on the work shall correspond to the approved samples
or other data.
1.04 MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION
A. When Contract Documents require that installation of work shall comply with
manufacturees printed instructions, obtain and distribute copies of such instructions to
parties involved in the installation, including five copies to the Resident Project
Representative.
1. Maintain one set of complete instructions at the job site during installation and
until completion.
B. Handle, install, connect, clean, condition and adjust products in strict accord with such
instructions and in conformity with specified requirements.
1. Should job conditions or specified requirements conflict with manufacturer's
instructions, consult with Resident Project Representative for further instructions.
2. Do not proceed with work without clear instructions.
C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory
step or installation procedure unless specifically modified or exempted by Contract
Documents.
1905 TRANSPORTATION AND HANDLING
A. Arrange deliveries of products in accord with construction schedules, coordinate to avoid
conflict with work and conditions at the site.
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1. Deliver products in undamaged condition, in manufacturer's original containers or
packaging, with identifying labels intact and legible.
2. Immediately on delivery, inspect shipments to assure compliance with
requirements of Contract Documents and approved submittals, and that products
are properly protected and undamaged.
B. Provide equipment and personnel to handle products by methods to prevent soiling or
damage to products or packaging -
1.06 STORAGE AND PROTECTION
A. Furnish a covered, weather -protected storage stricture providing a clean, dry, non-
corrosive environment for all mechanical equipment, valves, architectural items, electrical
and instrumentation equipment and special equipment to be incorporated into this project.
Storage of equipment shall be in strict accordance with the "instructions for storage" of
each equipment supplier and manufacturer including connection of heaters, placing of
storage lubricants in equipment, etc. Furnish a copy of the manufacturer's instructions for
storage to the Engineer prior to storage of all equipment and materials. Corroded,
damaged or deteriorated equipment and parts shall be replaced before acceptance of the
project. Equipment and materials not properly stored will not be included in a payment
estimate.
B. Store products in accordance with manufacturer's instructions, with seals and labels intact
and legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity within the ranges required by manufacturer's
instructions.
3. Store fabricated products above the ground, on blocking or skids, prevent soiling
or staining. Cover products which are subject to deterioration with impervious
sheet coverings, provide adequate ventilation to avoid condensation.
4. Store loose granular materials in a well -drained area on solid surfaces to prevent
mixing with foreign matter.
C. All materials and equipment to be incorporated in the work shall be handled and stored
before, during and after shipment in a manner to prevent warping, twisting, bending,
breaking, chipping, rusting and any injury, theft or damage of any kind whatsoever to the
material or equipment.
D, Cement, sand and lime shall be stored under a roofi the ground
completely and miscellaneous
accumulationsshall be stored off the ground or otherwise to prevent accumulations of dirt or grease and
in a position to prevent accumulations of standing water and to minimize rusting. Beams
shall be stored with the webs vertical. Precast concrete beams shall be handled and stored
in a manner to prevent standing water, staining,
cracking. Brick, block and similar masonry products shall be handled and stored in a
manner to reduce breakage, chippuig, cracking and spalling to a mininium.
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E. All materials which, in the opinion of the Engineer, have become so damaged as to be
unfit for the use intended or specified shall be promptly removed from the site of the work
and the Contractor shall receive no compensation for the damaged material or its removal.
F. Arrange storage in a manner to provide easy access for inspection. Make periodic
inspections of stored products to assure that products are maintained under specified
conditions and free from damage or deterioration.
G. Protection after Installation
1. Provide substantial coverings as necessary to protect installed products from
damage from traffic and subsequent construction operations. Remove coveting
when no longer needed.
H. The Contractor shall be responsible for all material, equipment and supplies sold and
delivered to the Owner under this Contract until final inspection of the work and
acceptance thereof by the Owner. In the event any such material, equipment and supplies
are lost, stolen, damaged, or destroyed prior to final inspection and acceptance, the
Contractor shall replace same without additional cost to the Owner.
I. Failure to take proper action on storage and handling of equipment supplied under this
Contract within seven days after written notice to do so has been given, the Owner retains
the right to correct all deficiencies noted in previously transmitted written notice and
deduct the cost associated with these corrections from the Contract. These costs may be
comprised of expenditures for labor, equipment usage, administrative, clerical,
Engineering and any other costs associated with making the necessary corrections.
1.07 SPECIAL TOOLS
A. Manufacturers of equipment and machinery shall furnish any special tools (including
grease guns or other lubricating devices) required for normal adjustment, operations and
maintenance, together with instructions for their use. Preserve and deliver to the Owner
these tools and instructions in good order no later than 10 days prior to plant start-up.
1.08 STORAGE AND HANDLING OF EQUIPMENT ON SITE
A. Because of the long period allowed for construction, special attention shall be given to the
storage and handling of equipment on site. As a minimum, the procedure outlined below
shall be followed.
1. Equipment shall not be shipped until approved by the Resident Project
Representative. The intent of this requirement is to reduce on-site storage time
prior to installation and/or operation. Under no circumstances shall equipment be
delivered to the site more than one month prior to installation without written
authorization from the Resident Project Representative. Operation and
maintenance data as described in Section 01730 shall be submitted to the
Engineer for review prior to shipment of equipment.
2. All equipment having moving parts such as gears, electric motors, etc, and/or
instruments shall be stored in a temperature and humidity controlled building
approved by the Resident Project Representative, until such time as the equipment
is to be installed.
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3. All equipment shall be stored fully lubricated with oil, grease, etc, unless
otherwise instructed by the manufacturer.
4. A copy of the manufacturees storage instructions shall be given to the Resident
Project Representative and shall be carefully studied by the Contractor and
reviewed with the Resident Project Representative by him_ These instructions
shall be carefully followed and a written record of this kept by the Contractor.
5. Moving parts shall be rotated a minimum of once weekly to insure proper
lubrication and to avoid metal -to -metal "welding". Upon installation of the
equipment, start the equipment, at least half load, once weekly for an adequate
period of time to ensure that the equipment does not deteriorate from lack of use.
6. Lubricants shall be changed upon completion of installation and as frequently as
required thereafter during the period between installation and acceptance.
Mechanical equipment to be used in the work, if stored for longer than ninety
days, shall have the bearings cleaned, flushed and lubricated prior to testing and
startup, at no additional cost to the Owner.
7. Prior to acceptance of the equipment, have the manufacturer inspect the
equipment and certify that its condition has not been detrimentally affected by the
long storage period. Such certifications by the manufacturer shall be deemed to
mean that the equipment is judged by the manufacturer to be in a condition equal
to that of equipment that has been shipped, installed, tested and accepted in a
minimum time period. As such, the manufacturer will guarantee the equipment
equally in both instances. If such a certification is not given, the equipment shall
be judged to be defective. It shall be removed and replaced at the Contractor's
expense.
A. For all major pieces of equipment, submit a warranty from the equipment manufacturer as
specified in Section 01740.
1.10 SPARE PARTS
A. Spare parts for certain equipment provided under Divisions 11, 14, 15, 16, and 17 have
been specified in the pertinent Sections. Collect and store all spare parts as required by the
manufacturer in accordance with Paragraph 1.08 above. In addition, famish to the
Engineer an inventory listing all spare parts, the equipment they are associated with, the
name and address of the supplier and the delivered cost of each item. Copies of actual
invoices for each item shall be furnished with the inventory to substantiate the delivered
cost. Deliver the spare parts to the Owner not later than 10 days prior to plant start-up.
1.11 GREASE, OIL AND FUEL
A� All grease, oil and fuel required for testingof equipment :nbe i :• with the
respectiveequipment.71heOwner shall be furnished vnth a year's supply of :• :•
lubricants including ::. and • • of the • :•• gnu • :• by the manufacturer
each itern of •uipment supplied under Divisions• and 17.
B, The Contractor shall be responsible for changing the oil in all drives and intamediate
drives of h. equipment break4n of equipment : no
event shall be any longer than dam weelm of operation,
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PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUIION (NOT USED)
END OF SECTION
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SECTION 01630
SUBSTITU'T'IONS AND PRODUCT OPTIONS
PART 1— GENERAL
l _0l REQUIREMENTS INCLUDED
A. Furnish and install products specified, under options and conditions for substitutions
stated in this Section.
B. Whenever a product, material or item of equipment is specified or described by using the
name of a proprietary product or the name of a particular manufacturer or vendor,
followed by the phase "or equal," the specific item mentioned shall be the basis upon
which bids are to be prepared, and shall be understood as establishing the type, function,
dimension, appearance and quality desired. Other manufacturer's or vendor's products not
named will be considered as substitutions, provided the required information is submitted
in the manner set forth in this section and provided the substitution will not require
substantial revision to the Contract Documents.
1.02 RELATED WORK
A. Bid Form is included in Section 00300.
Be Change Order Procedures are included in Section 01035.
C. Delivery Storage and Handling is included in Section 01610.
1.03 SUBNTIITAL OF LIST OF PROPOSED SUBSTITUTIONS
A. Bidders shall submit their list of proposed substitutions and the proposed monetary
changes associated therewith to the Owner on the standard form provided together with
their bids.
1.04 CONTRACTOR'S OPTIONS
A. For Products specified only by reference standard, select product meeting that standard, by
any manufacturer,
Be For Products specified by naming several products or manufacturers, select any one of
products and manufacturers named which complies with Specifications,
C, For products spemfied by naming one or more products or manufacturers and statin "or
equal," submit a request as for substitutions, for any product or manuftcturer which is not
specifically
D. For products specified by naming only one product and manufacturer, there is no option
and no substitution will be allowed.
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1.05 SUBSTTR J TIONS
A. In order for substitutions to be considered, the Contractor shall submit, within 30 days of
issuance of Notice of Award, complete data as set forth herein to permit complete analysis
of all proposed substitutions noted on his substitutions list. No substitution shall be
considered unless the Contractor provides the required data in accordance with the
requirements of this Section within the 30 day period.
B. Submit separate request for each substitution. Support each request with:
1. Complete data substantiating compliance of proposed substitution with
requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature; identify:
1) Product description.
2) Reference standards.
3) Performance and test data.
4) Operation and maintenance data.
C. Samples, as applicable.
d. Name and address of similar projects on which product has been used,
and date of each installation.
2. Itemized comparison of the proposed substitution with product specified; List
significant variations. Substitution shall not change design intent and shall
perform equal to that specified.
3. Data relating to impact on construction schedule occasioned by the proposed
substitution.
4. Any effect of substitution on separate contracts.
5. List of changes required in other work or products.
6. Accurate cost data comparing proposed substitution with product specified.
a. Amount of any net change to Contract Sum.
7. Designation of required license fees or royalties.
8. Designation of availability of maintenance services, sources of replacement
materials.
C. Substitutions will not be considered for acceptance when:
1. They are indicated or implied on shop drawings or product data submittals
without a formal request from Contractor.
2. They are requested directly by a Subcontractor or supplier.
3. Acceptance will require substantial revision of Contract Documents.
D. Requests for substitutions submitted after Notice of Award will not be considered unless
evidence is submitted to the Engineer that all of the following circumstances exist:
1. The specified product is unavailable for reasons beyond the control of the
Contractor. Such reasons shall consist of strikes, bankruptcy, discontinuance of
manufacturer, or acts of God.
2, The Contractor placed, or attempted to place, orders for the specified products
within 10 days after Notice of Award.
3. Request for substitution is made in writing to the Engineer within 10 days of the
date on which the Contractor ascertains that he cannot obtain the item specified.
4. Complete data as set forth herein to permit complete analysis of the proposed
substitution is submitted with the request.
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E. The Engineer's decision regarding evaluation of substitutions shall be considered final and
binding. Requests for time extensions and additional costs based on submission of,
acceptance of, or rejection of substitutions will not be allowed. All approved substitutions
will be incorporated into the Agreement by Change Order.
1.06 CONTRACTOR'S REPRESENTATION
A. In making formal request for substitution, Contractor represents that:
I . He has investigated proposed product and has determined that it is equal to or
superior in all respects to that specified.
2. He will provide same warranties or bonds for substitution as for product specified.
3. He will coordinate installation of accepted substitution into the Work, and will
make such changes as may be required for the Work to be complete in all respects.
4. He waives claims for additional costs caused by substitution which may
subsequently become apparent.
5. Cost data is complete and includes related costs under his Contract, but not:
a. Costs under separate contracts.
b. Engineer's costs for redesign or revision of Contract Documents.
1.07 ENGINEER DUTIES
A. Review Contractor's requests for substitutions with reasonable promptness.
B. Notify Contractor, in writing, of decision to accept or reject requested substitution.
PART 2 — PRODUCTS (NOT USED)
PART 3 — EXECUTION (NOT USED)
END OF SECTION
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SECTION 01700
CONTRACT CLOSEOUT
PART 1 — GENERAL
1.01 REQUIREMENTS INCLUDED
A. Comply with requirements stated in General and Special Conditions of the
Contract and in Specifications for administrative procedures in closing out the
work.
B. Related requirements in other parts of the Contract Documents:
1. Fiscal provisions, legal submittals, and additional administrative
requirements;
General Conditions of the Documents:
a. Paragraph 6.12 — Record Documents
b. Paragraph 14.06 — Final Inspection
C. Paragraph 14.04 — Substantial Completion
d. Paragraph 14.07 — Final Payment and Acceptance
C. Related requirements specified in other sections:
1. Section 01710: Cleaning
2, Section 01720: Project Record Documents
3. Section 01740: Warranties and Bonds
1.02 SUBSTANTIAL COMPLETION
A. When Contractor considers his work is substantially complete, he shall submit to
Engineer:
1. A written notice that the work, or designated portion thereof, is
substantially complete.
2. A list of items to be completed or corrected.
B. Within a reasonable time after receipt of such notice, Engineer will make an
inspection to determine the status of completion.
C. Should Engineer determine that the work is not substantially complete:
1. Engineer will promptly notify the Contractor, in writing, giving the
reasons.
2. Contractor shall remedy the deficiencies in the work, and shall send a
second written notice of substantial completion to Engineer
3. Engineer will re -inspect the work
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1.03
1.05
D. When Engineer concurs that the work is substantially complete, he will:
1 • Prepare a Certificate of Substantial Completion, accompanied by a list of
items to be completed or corrected
2. Submit the Certificate to Owner and Contractor for their written
acceptance of the responsibilities assigned to them in the certificate.
FINAL INSPECTION
A. When Contractor considers the work is complete, he shall submit written
certification that:
1. Contract Documents have been reviewed
2. Work has been inspected for compliance with Contract Documents
3. Work has been completed in accordance with Contract Documents
4. Equipment and systems have been tested in the presence of the Owner's
representative and are operational
5. Equipment and systems instructions to Owner's personnel have been
completed in accordance with Section 01730
6. Work is completed and ready for final inspection
B. Engineer will make an inspection to verify the status of completion with
reasonable promptness after receipt of such certification.
C. Should Engineer consider that the work is incomplete or defective:
1. Engineer will promptly notify the Contractor, in writing, listing the
incomplete or defective work.
2. Contractor shall take immediate steps to remedy the stated deficiencies,
and send a second written certification to Engineer that the work is
complete.
3. Engineer will re -inspect the work
D. When Engineer finds that the work is acceptable under the Contract Documents,
he shall request the Contractor to make closeout submittals.
RE -INSPECTION FEES
Should the Engineer perform reinspection due to failure of the work to comply with the
claims of status of completion made by the Contractor, Contractor will. compensate
Engineer/Owner for such additional services.
ADDITIONAL SERVICES
Should Engineer be required to provide representation at the site for the administration of
the Contract for Construction, more than thirty days after the specified Date of
Substantial Completion of the work, Contractor will compensate Engineer for such
additional services.
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1.06 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER
A. Evidence of compliance with requirements of governing authorities:
Certificate of Occupancy
B. Project Record Documents: To requirements of Section 01720
C. Operating and Maintenance Data: Instructions to Owner's personnel conforming
to requirements of Section 01730
D. Warranties and Bonds: To requirements of Section 01740; also, see Item H
below
E. Spare Parts and Maintenance Materials: To requirements of each specification
section
F. Evidence of Payment and Release of Liens: To requirements of General and
Supplementary Conditions
G. Certificate of Insurance for Products and Completed Operations
H. One (1) Year Maintenance Bond
1. Certificate of Operation from equipment manufacturers
1.07 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to Engineer
B. Statement shall reflect all adjustments to the Contract Sum:
1. The original Contract Sum
2. Additions and deductions resulting from:
a. Previous change orders
b. Allowances
C, Unit prices
d. Deductions for uncorrected work
e. Deductions for liquidated damages
f. Deductions for re -inspection payments
g. Other adjustments
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3. Total Contract sum, as adjusted
4. Previous payments
5. Sum remaining due
C. Engineer will prepare a final change order, reflecting approved adjustments to the
Contract sum which were not previously made by change order.
1.08 FINAL APPLICATION FOR PAYMENT
A. Contractor shall submit the final Application for Payment in accordance with
procedures and requirements stated in the Conditions of the Contract_
PART 2 -- PRODUCTS
Not applicable
PART 3 -- EXECUTION
Not applicable
END OF SECTION
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SECTION 01710
CLEANING
PART 1 —GENERAL
1.01 SCOPE OF WORK
A. Execute cleaning, during progress of the work, and at completion of the work, as required
by General Conditions.
1.02 RELATED WORK
A. Standard General Conditions of the Construction Contract are included in Section 00700.
B. Each Section: Cleaning for specific products or work.
1.03 DISPOSAL AND CLEANING
A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations
and anti -pollution laws.
PART 2 — PRODUCTS
2.01 MATERIALS
A. Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturer of the
surface material to be cleaned.
PART 3 — EXECUTION
3.01 DURING CONSTRUCTION
A. Execute periodic cleaning to keep the work, the site and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris, resulting from
construction operations.
B. Provide on-site containers for the collection of waste materials, debris and rubbish.
C. Remove waste materials, debris and rubbish from the site periodically and dispose of at
legal disposal areas away from the site.
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3.02 DUST CONTROL
A. Clean interior spaces prior to the start of finish painting and continue cleaning on an
as -needed basis until painting is finished.
B. Schedule operations so that dust and other contaminants resulting from cleaning process
will not fall on wet or newly -coated surfaces.
3.03 FINAL CLEANING
A. Employ skilled workmen for final cleaning.
B• Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign
materials firom sight -exposed interior and exterior surfaces.
C. Wash and shine glazing and mirrors.
D. Polish glossy surfaces to a clear shine.
E. Ventilating Systems:
1. Clean permanent filters and replace disposable filters if units were operated
during construction.
2. Clean ducts, blowers and coils if units were operated without filters during
construction.
F. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds.
G. Prior to final completion, or OWNER occupancy, conduct an
interior and exterior surfaces and all work areas, to verify that theentirewortion of k istclean,sed
END OF SECTION
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PART 1
1.01
1.02
1.03
1.04
SECTION 01720
PROJECT RECORD DOCUMENTS
GENERAL
REQUIREMENTS INCLUDED
A. Maintain at the site for the Owner one record copy of:
1. Drawings
2. Specifications
3. Addenda
4. Change Orders and other Modifications to the Contract
5. Engineer's Field Orders or written instructions
6. Approved Shop Drawings, Working Drawings and Samples
7. Field Test records
8. Construction photographs
9. Field engineering records for compliance with field engineering submittals
RELATED REQUIREMENTS
A. Section 01050: Field Engineering
B. Section 01052: Application for Payment
C. Section 01340: Submittals
D. Section 01380: Construction Photographs
MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Store documents and samples in Contractor's field office apart from documents used for
construction.
1. Provide files and racks for storage of documents.
2. Provide locked cabinet or secure storage space for storage of samples.
B. File documents and samples in accordance with CSI/CSC format.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
D. Make documents and samples available at all times for inspection by the Resident Project
Representative.
E. As a prerequisite for monthly progress payments, the Contractor is to exhibit the currently
updated "record documents" for review by the Engineer and Owner.
MARKING DEVICES
A. Provide felt tip marking pens for recording information in the color code designated by the
Resident Project Representative,
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1.05
1.06
RECORDING
A. Label each document "PROJECT RECORD" in neat large printed letters.
B. Record information concurrently with construction progress.
1. Do not conceal any work until required information is recorded.
C. Drawings: legibly mark to record actual construction.
1. Depths of various elements of foundation in relation to finish first floor datum.
2. All underground piping with elevations and dimensions, changes to piping location,
horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements, and actual installed pipe material,
class, etc.
3. Location of internal utilities and appurtenances concealed in the construction,
referenced to visible and accessible features of the structure.
4. Field changes of dimension and detail.
5. Changes made by Field Order or by Change Order.
6. Details not on original contract drawings.
7. Equipment and piping relocations.
8. Major architectural and structural changes including relocation of doors, windows,
etc.
9. Architectural schedule changes according to Contractor's records and shop drawings.
10. Bronze tablet plaque revisions according to actual installation.
11. One set of record shop drawings for each process equipment, piping, (including
casings) electrical system and instrumentation system.
D. Specifications and Addenda; legibly mark each Section to record.
1. Manufacturer, trade name, catalog number, and supplier of each product and item of
equipment actually installed.
2. Changes made by Field Order or by Change Order,
E. Shop drawings (after final review and approval).
F. Certified site survey, below ground piping survey, and line elevations and stationing at 100
foot increments per Section 01050 by a registered land surveyor.
ti
A. At contract close-out, deliver record documents listed in paragraph 1.01A to the Engineer
for the Owner. The required field engineering submittals certified by a registered land
surveyor are listed in Section 01050,
B. Accompany submittal with transmittal letter in duplicate, containing:
1. Date
2. Project title and number
3. Contractor's name and address
4. Title and number of each record document
5. Signature of Contractor or his authorized representative
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PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED
END OF SECTION
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SECTION 01730
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope of Work:
1. Compile product data and related information appropriate for Owner's
maintenance and operation of products furnished under Contract.
2. Prepare operating and maintenance data as specified in this Section and as
referenced in other pertinent sections of Specifications.
3, Instruct Owner's personnel in maintenance of products and in operation of
equipment and systems.
4. Assemble individual equipment O&M manuals into multiple volume overall
manual sets in a similar format.
5. Submit O&M manuals in hard copy and CD or DVD.
6. Electronic copy shall be in PDF format. The electronic copy shall have Bookmark
chapters that replicate the hardcopy's Table of Contents.
1.02 QUALITY ASSURANCE
A. Preparation of data shall be done by personnel:
1. Trained and experienced in maintenance and operation of described products.
2. Familiar with requirements of this Section.
3. Skilled as a technical writer to the extent required to communicate essential data.
4, Skilled as draftsman competent to prepare required drawings.
1.03 FORM OF SUBMITTALS
A. Prepare data in form of an instructional manual for use by Owner's personnel.
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B. Format:
1. Size: 8 1/2 -inches x 11 inches.
2. Paper: 20 pound minimum, white, for typed pages.
3. Text: Manufacturer's printed data, or neatly typewritten.
4. Drawings:
a) Provide reinforced punched binder tab, bind in with text.
b) Reduce larger drawings and fold to size of text pages but not larger than
11 inches x 17 inches.
5. Provide fly -leaf for each separate product, or each piece of operating equipment
separated by a Section Tab.
a) Provide typed description of products and major component parts of
equipment.
b) Provide indexed tabs to separate the individual product within each binder
volume.
6. Cover: Identify each individual volume with typed or printed title "OPERATING
AND MAINTENANCE INSTRUCTIONS". An example cover and spine is
presented in Table 01730-3. List:
a) Title of Project.
b) Identity of separate structure as applicable.
C) Identity of general subject matter covered in the manual.
C. Binders:
1. Commercial quality heavy duty EZD VIEW three D -ring binders with durable and
cleanable plastic covers in black or white.
2. Maximum post width: 3 inches.
3. When multiple binders are used, correlate the data into related consistent
groupings.
D. In addition to the hard copies one copy of the O&M manuals shall be submitted in
electronic format on a CD.
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1.04 CONTENT OF MANUAL
A. Neatly typewritten table of contents for each volume, arranged in systematic order. The Table
of Contents shall be submitted and approved before final preparation of the manual volumes.
B. Fly- Leaf .Data: An example fly —leaf is presented in Table 01730-2.
1. Contractor, name of responsible principal, address and telephone number.
2. A list of each product required to be included, indexed to content of the volume.
3. List, with each product, name, address and telephone number of:
a) Subcontractor or installer, manufacturer and supplier name, address and
telephone number.
b) A list of each product required to be included, indexed to content of the
volume.
C) Identify area of responsibility of each.
d) Local source of supply for parts and replacement name, address and
telephone number.
4. Identify each product by product name and other identifying symbols as set forth
in Contract Documents,
B. Product Data:
1. Include only those sheets which are pertinent to the specific product.
2. Annotate each sheet to:
a) Clearly identify specific product or part installed.
b) Clearly identify data applicable to installation.
c) Delete references to inapplicable information.
4. Record shop drawings as submitted and approved with all corrections made for
each product.
044572017
01730-3
C. Drawings:
1. Supplement product data with drawings as necessary to clearly illustrate:
a) Relations of component parts of equipment and systems.
b) Control and flow diagrams.
2. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
3. Do not use Project Record Documents as maintenance drawings.
D. Written text, as required to supplement product data for the particular installation:
1. Organize in consistent format under separate headings for different procedures.
2. Provide logical sequence of instructions of each procedure.
E. Copy of each warranty, bond and service contract issued.
1.05
A.
an
1. Provide information sheet for Owner's personnel, give:
a) Proper procedures in event of failure.
b) Instances which might affect validity of warranties or bonds.
MANUAL FOR MATERIALS AND FINISHES
Submit six copies of complete manual in final form.
Content: for applied materials and finishes:
1. Manufacturer's data, giving full information on products.
a) Catalog number, size, composition.
b) Color and texture designations.
C) Information required for reordering special manufactured products.
2. Instructions for care and maintenance.
a) Manufacturer's recommendation for types of cleaning agents and methods.
044572017
01730-4
b) Cautions against cleaning agents and methods which are detrimental to
product.
C) Recommend schedule for cleaning and maintenance.
C. Content, for moisture protection and weather -exposed products:
1. Manufacturer's data, giving full information on products.
a) Applicable standards.
b) Chemical composition.
C) Details of installation.
2. Instructions for inspection, maintenance and repair.
D. Additional requirements for maintenance data: Respective sections of Specifications.
1906 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Submit six copies of complete manual in final form.
B. Content, for each unit of equipment and system, as appropriate:
1. Description of unit and component parts.
a) Function, normal operating characteristics, and limiting conditions.
b) Performance curves, engineering data and tests.
c) Complete nomenclature and commercial number of replaceable parts.
d) Summary of information listed on equipment and motor data plates.
2. Operating procedures:
a) Start-up, break-in, routine and normal operating instructions.
b) Regulation, control, stopping, shutdown and emergency instructions.
c) Summer and winter operating instructions.
d) Special operating instructions.
044572017
01730-5
Co
3. Maintenance procedures:
a) Routine operations.
b) Guide to "trouble -shooting".
C) Disassembly, repair and reassembly.
d) Alignment, adjusting and checking.
4. Servicing and lubrication required.
5. Manufacturer's printed operating and maintenance instructions.
6. Description of sequence of operation by control manufacturer.
7. Original manufacturer's parts list, illustrations, assembly drawings and diagrams
required for maintenance.
a) Predicted life of parts subject to wear.
b) Items recommended to be stocked as spare parts.
8. As -installed control diagrams by controls manufacturer.
9. Each Contractor's coordination drawings.
10. Charts of valve tag numbers, with location and function of each valve.
11. List of original manufacturer's spare parts, manufacturer's current prices and
recommended quantities to be maintained in storage.
12. Other data as required under pertinent sections of specifications.
13. Approved record shop drawings with all corrections made, and a copy of the
warranty statement, check-out memo, and demonstration test procedures and
certification.
Content, for each electric and electronic system, as appropriate:
L Description of system and component parts.
a) Function, normal operating characteristics, and limiting conditions.
044572017
01730 - 6
b) Performance curves, engineering data and tests.
c) Complete nomenclature and commercial number of replaceable parts.
2. Circuit directories of panelboards.
a) Electrical service
b) Controls
3. As installed color coded wiring diagrams.
4. Operating procedures:
a) Routine and normal operating instructions.
b) Sequences required.
c) Special operating instructions.
5. Maintenance procedures:
a) Routine operations.
b) Guide to "trouble -shooting.
c) Disassembly, repair and reassembly.
d) Adjustment and checking.
6. Manufacturer's printed operating and maintenance instructions.
7. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage.
8. Other data as required under pertinent sections of specifications.
D. Prepare and include additional data when the need for such data becomes apparent during
instruction of Owner's personnel.
E* Additional requirements for operating and maintenance data. Respective sections of
Specifications,
044572017
01730-7
1.07 SUBMITTAL SCHEDULE
A. Submit two copies of preliminary draft of proposed Table of Contents, formats and
outlines of contents of Operation and Maintenance Manuals within 90 days after Notice to
Proceed. Sets of example O&M manuals are available for examination upon request.
B. Submit two copies of completed data in preliminary form no later than 20 days following
Engineer's review of the last shop drawing of a product and/or other submittal specified
under Section 01340, but no later than delivery of equipment. One copy will be returned
with comments to be incorporated into the final copies and the other copy will be retained
on-site for use in any early training.
C. Submit six (6) copies of approved manual in final form directly to the offices of the
Engineer, Kimley-Horn and Associates, Inc., within 10 days after the reviewed copy or
last item of the reviewed copy is returned.
D. Provide six (6) copies of addenda to the operation and maintenance manuals as applicable
and certificates as specified within 30 days after final inspection.
1.08 INSTRUCTION OF OWNER'S PERSONNEL
A. Prior to demonstration test, fully instruct Owner's designated operating and maintenance
personnel in operation, adjustment and maintenance of products, equipment and systems.
B. Operating and maintenance manual shall constitute the basis of instruction. Review
contents of manual with personnel in full detail to explain all aspects of operations and
maintenance.
C. Instructors shall be fully qualified personnel as outlined within the individual equipment
specifications. If no specific training specifications are listed with the equipment, the
Contractor shall provide the instruction with qualified Contractor personnel.
D. The instructors shall provide for and prepare lesson scopes and handouts for up to five
individuals designated by the Owner that outline the items to be covered. Separate
sessions for operation and maintenance instruction shall be provided consecutively.
Handouts shall be submitted to the Owner with at least one week's notice prior to the
training sessions.
E. All instruction sessions shall be video taped with portable video cameras and tapes
supplied by the Contractor. Video taping shall be made by the Contractor under the
direction of the Owner with conventional VCR compatible taping equipment.
044572017
01730-8
PART 2 - PRODUCTS (Not used)
PART 3 - EXECUTION (Not used)
044572017
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TABLE 01730-2
EXAMPLE EQUIPMENT ITEM COVER PAGE
OPERATIONAL
DATE:
Description:
Manufacturer:
Model No.:
Quantity:
Serial Nos.:
1CILITY NAME
D MAINTENANCE DATA FORM
EQUIPMENT DATA
Contract Specification No..
Service: (WAS Pump, RAS Pump, Clarifier
Description.
Manufacturer:
Model No..
Quantity:
Serial Nos.:
Contractor.
Address:
Phone No.:
email:
SubContractor:
Address:
Phone No..
email
Vendor:
Address:
Phone No.:
email:
Local Representative:
Address:
Phone No:
email:
Item: (Pump Oil,etc)
Item:
Item:
Item.
Item.
Item:
ELECTRIC MOTOR DATA
VENDOR DATA
LUBRICATION DATA
Vendor & Type; (Any SAE 10W=30 Motor Oil etc)
Vendor & Type.
Vendor & Type:
Vendor & Type:
Vendor & Type:
Vendor & Type:
044572017
01730-10
e 1 of 2
TABLE 01730-2 (Continued)
EXAMPLE EQUIPMENT ITEM COVER PAGE
FACILITY NAME
OPERATIONAL AND MAINTENANCE DATA FORM
DATE: Page 2 of 2
SPARE PARTS DATA
List Critical Spare Parts Recommended and/or Provided:
WARRANTY DATA
Manufacturers Warranty Shop for Parts and Service is.
Name.
Address.
City, State, ZIP
Phone No..
email
COMMENTS
044572017
01730 -11
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END OF SECTION
(Remainder of Tlus Page Intentionally Left Blank)
044572017
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(This page intentionally left blank.)
044572017
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SECTION 01740 ft
PART 1 — GENERAL
1.01 SCOPE OF WORK
A. This Section specifies general administrative and procedural requirements for warranties
and bonds required by the Contract Documents, including manufacturer's standard
warranties on products and special warranties.
1.02 RELATED WORK
A. Refer to Conditions of Contract for the general requirements relating to warranties and
bonds.
B. General closeout requirements are included in Section 01700 Contract Closeout,
C. Specific requirements for warranties for the work and products and installations that are
specified to be warranted are included in the individual Sections of Division 2 through 17.
1.03 SUBNMALS
A. Submit written warranties to the Owner prior to the date for Substantial Completion. If the
Certificate of Substantial Completion designates a commencement date for warranties
other than the date of Substantial Completion for the work, or a designated portion of the
work, submit written warranties upon request of the Owner.
B. When a designated portion of the work is completed and occupied or used by the Owner,
by separate agreement with the Contractor during the construction period, submit properly
executed warranties to the Owner within 15 days of completion of that designated portion
of the Work.
C. When a special warranty is required to be executed by the Contractor or the Contractor
and a Subcontractor, supplier or manufacturer; prepare a written document that contains
appropriate terms and identification, ready for execution by the required parties. Submit a
draft to the Owner for approval prior to final execution.
D. Refer to individual Sections of Divisions 2 through 17 for specific content requirements,
and particular requirements for submittal of special warranties.
Final 1 1111 :1 Ilcompile1copies 1 each requiredwarranty and 1 / 1'1 1 properly
executed by 1j Contractor, or 1 Contractor, or manu&cttnw-
Organize the warrantydocuments t an orderly seqbased 1 1 table of contents
of the ProjectManual,
044572017
01740-1
F. Bind warranties and bonds in heavy-duty, commercial quality, durable 3 -ring vinyl
covered loose-leaf binders, thickness as necessary to accommodate contents and sized to
receive 8 -1/2 -inch by 11 -inch paper.
G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project
Manual, with each item identified with the number and title of the Section in which
specified and the name of the product or work item.
H. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark
the 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 the installer, supplier and manufacturer.
I. Identify each binder on the front and the spine with the typed or printed title
"WARRANTIES AND BONDS", the project title or name and the name, address and
telephone number of the Contractor.
J. When operating and maintenance manuals are required for warranted construction,
provide additional copies of each required warranty, as necessary, for inclusion in each
required manual
A. Related Damages and Losses: When correcting warranted work that has failed, remove
and replace other work that has been damaged as a result of such failure or that must be
removed and replaced to provide access for correction of warranted work
B• Reinstatement of Warranty: When work covered by a warranty has failed and been
corrected by replacement or rebuilding, reinstate the warranty by written endorsement.
The reinstated warranty shall be equal to the original warranty with an equitable
adjustment for depreciation.
C. Replacement Cost: Upon determination that work covered by a warranty has failed,
replace or rebuild the work to an acceptable condition complying with requirements of
Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding
defective work regardless of whether the Owner has benefited from use of the work
through a portion of its anticipated useful service life.
D• Owner's Recourse: Written warranties made to the Owner are in addition to implied
warranties, and shall not limit the duties, obligations, rights and remedies otherwise
available under the law, nor shall warranty periods be interpreted as limitations on time m
which the Owner can enforce such other duties, obligations, rights, or remedies,
E. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit
selections to products with warranties not in conflict with requirements of the cont
Documents. ract
F. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product
warranties do not relieve the Contractor of the warranty on the work that incorporates the
044572017
01740-2
products, nor does it relieve suppliers, manufacturers and Subcontractors required to
countersign special warranties with the Contractor.
1.05 MANUFACTURERS CERTIFICATIONS
A. Where required, the Contractor shall supply evidence, satisfactory to the Owner and
Engineer, that the Contractor can obtain manufacturers' certifications as to the
Contractor's installation of equipment.
1.06 DEFINITIONS
A. Standard Product Warranties are preprinted written warranties published by individual
manufacturers for particular products and are specifically endorsed by the manufacturer to
the Owner.
B. Special Warranties are written warranties required by or incorporated in the Contract
Documents, either to extend time limits provided by standard warranties or to provide
greater rights for the Owner.
PART 2 — PRODUCTS (NOT USED)
PART 3 — EXECUTION (NOT USED)
END OF SECTION
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01740-3
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044572017
01740-4
SECTION 02065
DEMOLITION
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. The Contractor shall furnish all supervised labor, materials, equipment, and incidentals
required for the removal of high service pumps (HSP) no. 1, 2, and 3 for installation of
new HSP.
B. The Contractor shall furnish all supervised labor, materials, equipment, and incidentals
required for the partial removal of the existing chemical room wall.
C. The Contractor shall furnish all supervised labor, materials, equipment, and incidentals
required for the removal of any pavement, including base material, as shown on the
construction plans.
D. The Contractor shall furnish all supervised labor, materials, equipment, and incidentals
required for the removal and the replacement of the existing roof panel of the
hydrofluorosilicic storage area.
Removal procedures are as outlined below:
1. Complete or partial removal and disposal of specified existing piping, mechanical
equipment, electrical equipment and miscellaneous appurtenances encountered
during construction operations.
2. Temporary modification of structures, equipment, appurtenances and utilities as
necessary to allow for operation of the facilities during construction.
3. Demolition, partial removal and cutting of existing concrete structure as required for
the new construction.
4. Handling of existing equipment to be reinstalled or salvageable as specified.
5. Off-site disposal of excess and unacceptable, materials including but not limited to
concrete, concrete blocks, and bricks. All materials to be disposed of in a legal
6. This section may not cover all of the activities necessary to perform the work. The
Contractor shall exercise due concern for the utility system operation and shall
diligently direct all of the Contractor's activities toward maintaining continuous
operation of the existing facilities and minimizing operation impacts.
1.02 CONDITION OF STRUCTURES
044572017
02065-1
A. The Owner and the Engineer assume no responsibility for the actual condition of the
concrete pedestals and pipe supports to be modified.
B. By submitting a bid, the Contractor affirms that the Contractor has carefully examined
the site and all conditions affecting the Work. Conditions existing at the time of
inspection for bidding purposes will be maintained by the Owner insofar as practicable.
1.03 RULES AND REGULATIONS
A. The Building Code of the State of Florida shall control the demolition, modification or
alteration of the existing pedestals.
B. No blasting shall be done on site.
1.04 SUBMITTALS
A. Provide a detailed sequence of demolition and removal work as part of the Contractor's
schedule.
1.05 ACCESS
A. Conduct demolition and modification operations, and the removal of equipment and
debris to ensure minimum interference with roads and walks both on-site and off-site and
to ensure minimum interference with occupied or used facilities.
B. Special attention is directed towards maintaining safe and convenient access to the
existing facilities by Owner's operations personnel and associated vehicles.
C. Do not close or obstruct streets, walks or other occupied or used facilities without
permission from the Engineer. Provide alternate routes around closed or obstructed
traffic in access ways.
1.06 PROTECTION
A. The Contractor shall conduct construction activities to minimize damage to adjacent
buildings, structures, utilities, storm drainage, and other facilities including persons.
1.07 DAMAGE
A. The Contractor shall immediately report damage caused to adjacent facilities by
demolition operations. The Contractor shall promptly make all required repairs as
directed by the Engineer and at no cost to the Owner.
A. It shall be the Contractor's responsibility to maintain existing utilities in service and
protect against damage during demolition operations.
1.09 POLLUTION CONTROL
044572017
02065-2
I
A. For pollution control, use sprinkling, temporary enclosures, and other suitable methods
as necessary to limit the amount of dust and dirt rising and scattering in the air to the
lowest level of air pollution practical for the conditions of work. Comply with the
governing regulations.
B. Clean adjacent structures and improvements of all dust, dirt, and debris caused by
demolition operations. Return areas to conditions existing prior to the start of work.
PART 2 - PRODUCTS
A. Not Used
PART 3 - EXECUTION
3.01 REMOVAL OF EXISTING EQUIPMENT, PIPING AND APPURTENANCES
A. Subject to the constraints of maintaining the existing utilities in operation; existing
pumping equipment, valves, piping, and appurtenances not necessary for the operation of
the new facility shall remain the property of the Owner unless otherwise directed by the
Owner. The Contractor shall remove, clean, and prepare for storage all equipment to
remain as directed by the Owner. If the Owner elects not to retain ownership of a certain
item, the item shall become the property of the Contractor and shall be removed from the
site at the Contractor's expense.
B. All equipment and materials to be stored for reinstallation or salvage shall be properly
protected from damage.
C. Any items of equipment damaged or lost due to the Contractor's carelessness,
mishandling, or faulty procedures and/or workmanship shall be repaired or replaced in
kind to the satisfaction of the Engineer.
END OF SECTION
0445'2017
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044572017
02065-4
SECTION 02670
FLUSHING, TESTING AND DISINFECTION
PARTI- GENERAL
1.01 WORK INCLUDED
A. Flushing, Pressure Testing, and Disinfection of systems including, but not limited to, raw
water blend piping, all RO process equipment and piping where work performed, all high
service pumps and piping, finished water piping, chemical system piping as listed herein.
B. Contractor shall furnish all necessary pumps, hoses, piping, fittings, meters, gauges,
chemicals and labor to conduct specified testing.
C. Testing shall be repeated at the Contractor's expense until satisfactory results are achieved.
D. Refer the specific chemical system specification section for additional flushing and testing
procedures.
1.02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE
A. Section 11934 Series — High Service Pumps
B. Section 15100 - Piping
1.03 REFERENCES
A. ANSI/AWWA C651 - Standard for Disinfecting Water Mains.
B. ANSI/AWWA C652 — Standard for Disinfection of Water Storage -Facilities.
D. ANSI/AWWA C654 — Standard for Disinfection of Wells.
A. Test Reports: Indicate results comparative to specified requirements. Submit two (2) copies
of test results to Engineer in amordance with Submittal specifications,
B, Final approval, of the bacterid WMVICS shall be received frOm the Florida Dqwtlnmt of
Environmental Protection prior to the time did the system is placed into operation. SampItT 1p
procedures shall be done in accordance vnth ' requirements,
BacteriologicalC. nn n` locations shall meeti.til' requirements and be taken whereshown
on the drawings and as directed by the Engineer at no additional cost to Owner, Costs for all
bacteriological testing shall be bome by the Conuactor.
044572017
02670-1
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with ANSUAWWA C651, C6521 C653, and C654.
1.06 REGULATORY REQUIREMENTS
A. Conform to applicable Florida DEP requirements for performing the work of this Section.
B. Work shall conform to Martin County Utility Standards.
PART 2 - PRODUCTS
2.01 DISINFECTION CHEMICALS
A. Chemicals: The disinfecting agent shall be sodium hypochlorite solution ANSUAWWA
B303 or liquid chlorine ANSUAWWA B301. Dry hypochlorite, similar to "HTH" or equal
may also be used as the disinfecting agent. Bleach or Clorox is not acceptable.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that pumps, piping systems, tanks, have been cleaned, inspected, and tested.
B. Coordinate scheduling and disinfection activity with start-up, testing, demonstxation
proced»rss, -including coordination with related systems.
3.02 FLUSHING AND PRESSURE TESTING. PIPING
The Contractor shall furnish and install suitable temporary testing plugs or caps for thewater lines,
all necessary pressure pumps, hose, pipe connections, meters, gauges and other similar equipment,
and all labor required all without additional compensation for conducting pressure and leakage tests
and flushing of the new water lines. Flushing and pressure testing shall be conducted in the
following order.
A. After all piping lines have been installed and before pressure testing and final connections to
equipment, each run of pipe shall be thoroughly flushed so as to remove all debris and
foreign matter from the piping and equipment. Clean and flush all piping using potable
water. Sufficient flushing water shall be introduced into the piping to produce a velocity of
not less than 5 feet per second, and this rate of flow shall be continued until the discharge is
clear and no evidence of silt or foreign matter is visible. Flushed water may be discharged to
the onsite holding ponds and be coordinated with Owner. Contractor to provide mesas of
discharging water to ponds at Contractor's expense.
Pigging of piping systems should be considered where flushing is not practical or feasible.
Non-abrasive pigs shall be employed.
B. Pressure testing piping systems:
044572017
02670-2
1. The test pressure for the raw water piping, pretreatment, permeate, concentrate, finish
water wastewater piping, and tank piping shall be 1-1I2 times the indicated working
pressure and this pressure shall be maintained for a period of not less than two hours.
Tests shall be made between valves and as far as practicable and as approved by the
Engineer. Potable water from the onsite distribution system shall be used. Pressure
shall not vary more than one (l) psi for low pressure piping (less than 20 psi), or five
(5) psi for other piping during the test periods or as approved by the Engineer.
Additionally, allowable leakage shall be computed on the basis of AWWA C-600, C-
605 where practical.
2. All leaks evident at the surface shall be uncovered and repaired regardless of the total
leakage as indicated by the test, and all pipes, valves and fittings and other materials
found defective under the test shall be removed and replaced at the Contractor's
expense. Tests shall be repeated until leakage has been reduced below the allowable
amount.
3. Should, in the judgement of the Engineer, it not be practical to follow the foregoing
procedures exactly for any reason, modifications in the procedure shall be made as
approved by the Engineer. In any event, the Contractor shall be responsible for the
ultimate water tightness of the plant piping within the preceding requirements.
3.03 DISINFECTION —PIPING, PUMPS
A. The Contractor shall famish and install suitable temporary connections to the piping, all
necessary pressure pumps, hose, pipe connections, meters, gauges and other similar
equipment, and all labor required, all without additional compensation for the disinfection of
all required piping systems. Disinfection shall be conducted on the following systems:
1. High service pumps, including suction and discharge piping.
B. Conform to AWWA Standards and as modified herein.
C. Maintain disinfectant for a minimum of 8 hours in such a manner that the entire system will
be filled with water containing a minimum chlorine concentration of 50 ppm at any point.
D. After the disinfecting agents have been permitted to remain for the specified contact periods,
the water lines, and valves shall be thoroughly flushed with water until the residual chlorine
tests are less than 2 PPM in each instance. The determination of the amount of residual
chlorine in the system shall be made at such points and in accord with standard tests by
means of a standard orthotolodine test set.
LE. Replace permanent system devices removed for disinfection.
1 F. RO pressure vessels and process piping shall be swabbed with sodium bisulfatet disinfectant
prior to loading membranes and flushed accordingly to waste. Piping systems shall be
thoroughly flushed from the system to prevent damage to the membrane system.
l3.04 CHEMICAL LINES — TESTING AND FLUSHING
044572017
02670-3
A. Flush all chemical lines with potable water. Purge all chemical lines of water using
nitrogen gas to remove standing water and moisture from lines. It is the Contractor's
responsibility to purge all water from chemical lines prior to filling lines with chemical to
prevent heat damage to piping systems.
B. Pressure test all chemical lines to 150 psi, for a duration of 2 hours. Pressure loss shall not
be less than 2% of test pressure. Pump suction lines shall be tested to 25 psi.
C. Ensure lines are thoroughly cleaned of all debris prior to placing into service. Contractor
takes responsibility for repairing chemical systems if not thoroughly flushed out.
D. Safety procedures should be employed during pressure testing with nitrogen gas, if used.
3.05 BACTERIOLOGICAL SAMPLING
A. It shall be the responsibility of the Contractor under this contract to perform the
bacteriological testing required by the Florida Department of Environmental Protection and
Indian River County Utilities Department to obtain clearance of all piping. The Contractor
shall be responsible to disinfect and repeat testing as needed until clearance is obtained.
B. The pumps and associated piping require two (2) consecutive daily samples taken from the
locations called out on the plans or as determined by the Engineer/Architect. The samples
shall be taken concurrently at all the respective sample point locations.
Co Sampling must be coordinated with Engineer/Architect and other construction activities so as
to minimize re,,sampling.
D. Contractor shall submit schedule for bacteriological testing and pressure tests.
E. The Contractor shall incur all costs needed to provide bacteriological clearance of the well,
Pumps, Piping s3'stems, and storage tank, etc.
3.06 QUALITY CONTROL
A. The laboratory and personnel collecting bacteriological samples shall be Florida State
certified in accordance with FDEP requirements.
END OF SECTION
044572017
02670-4
SECTION 03100
CONCRETE FORMWORK
PART 1 —GENERAL
1.01 WORK INCLUDED
A. Formwork for cast -in place concrete, with shoring, bracing, and anchorage.
B. Openings for other work.
C. Form accessories.
D. Form stripping.
1.02 RELATED SECTIONS SPECIFIED ELSEWHERE
A. Section 03200 - Concrete Reinforcement
Be Section 03300 - Cast -in -Place Concrete
1.03 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
Be ACI 318 - Building Code Requirements for Reinforced Concrete.
C. ACI 347 - Recommended Practice for Concrete Formwork.
D. PS 1 - Construction and Industrial Plywood,
1.04 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 318,
Be Maintain one copy of each document on site.
1.05 REGULATORY REQUIREMENTS
conform 1 applicable code for design, `JI 1 W. 1 1'1 erection, and removal1 1 1` 1
1.06 COORDINATION
A, Coordinate this Section with other Sections of work which require attachment of
components to formwork
Be Coordinate formwork with reinforcement installation to prevent insufficient concrete
cover over reinforcement.
044572017
03100-1
PART 2 — PRODUCTS
2.01 WOOD FORM MATERIALS
A. Form Materials: At the discretion of the Contractor.
2.02 FORMWORK ACCESSORIES
A. Wall Form Ties: Removable Snap -off type, 316 stainless steel, fixed length, cone rvpe,
with waterproofing rubber washer, 1-1/2 inch back break dimension, free of deit,,, utat
could leave holes larger than 1 -inch in concrete surface.
B. Form Release Agent: Colorless mineral oil which will not stain concrete, or absorb
moisture, or impair natural bonding or color characteristics of coating intended for use on
concrete.
C. Corners Chamfer, wood strip type; 3/4 x 3/4 inch size; maximum possible lengths.
D. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient
strength and character to maintain formwork in place while placing concrete.
PART 3 — EXECUTION
3.01 EXAMIldATION
A. Verify lines, levels, and centers before proceeding with formwork. Ensure that dimensions
agree with drawings.
3.02 EARTH FORMS
1 1 1 1 JI'Lijilitgrom
3.03 ERECTION - FORMWORK
A. Erect formwork, shoring, and bracing to achieve design requirements, in accordance with
requirements of ACI 318.
B. Provide bracing to ensure stability of formwork Shore or strengthen formwork subject to
overstressing by construction loads.
Arr• 1 _-and
assemble
formwork
11 1 1 Permit
7 1 dismantling
"11. 1: 11 stripping, 11 1 damage
concrete during stripping, Permit removal /remaining principal 11
1 AlignJjoints 1 watertight / form joints 1
1
044572017
03100-2
3.04
E. Obtain approval before framing openings in structural members which are not indicated
on Drawings.
F. Provide chamfer strips on external corners of all exposed concrete elements.
APPLICATION - FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's
recommendations.
B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items.
C. Do not apply form release agent where concrete surfaces will receive special finishes
applied coverings which are affected by agent. Soak inside surfaces of untreated forms
with clean water.
3.05
3.06
3.07
D. Keep surfaces coated prior to placement of concrete.
INSERTS, EMBEDDED PARTS, AND OPENINGS
A. Provide formed openings where required for items to be embedded in passing through
concrete work.
B. Locate and set in place items which will be cast directly into concrete.
C. Coordinate with work of other sections in forming and placing openings, slots, regrets,
recesses, sleeves, bolts, anchors, other inserts, and components of other Work.
D. Install accessories in accordance with manufacturer's instructions, straight, level, and
plumb. Ensure items are not disturbed during concrete placement.
E. Install waterstops continuous without displacing reinforcement. Heat seal joints watertight.
Conform to manufacturers recommendations.
F. Provide temporary ports or openings m formwork where required to facilitate cleaning and
inspection. Locate openings at bottom of forms to allow flushing water to drain.
G. Close temporary openings with tight fitting panels, flush with inside face of forms, and
neatly fitted so joints will not be apparent in exposed concrete surfaces.
FORM CLEANING
B. Clean formed cavities of debris prior to placing concrete.
FORMWORK TOLERANCES
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A. Construct formwork to maintain tolerances required by ACI 318,
B. Camber slabs and beams 1/4 inch per 10 feet in accordance with ACI 318.
3.08 FIELD QUALITY CONTROL
A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with
formwork design, and that supports, fastenings, wedges, ties, and items are secure.
B. Do not reuse wood formwork more than three times for concrete surfaces to be exposed to
view.
3.09 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its
own weight and imposed loads.
B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete
surfaces scheduled for exposure to view.
C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not
be damaged. Discard damaged forms.
END OF SECTION
044572017
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SECTION 03200
CONCRETE REINFORCEMENT
PART 1 —GENERAL
1.01 WORK INCLUDED
A. Reinforcing steel bars, wire fabric, and accessories for cast -in-place concrete.
1.02 RELATED SECTIONS SPECIFIED ELSEWHERE
A. Section 01340 - Submittals
B. Section 03100 - Concrete Formwork
C. Section 03300 - Cast -in -Place Concrete
1.03 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI SP -66 - American Concrete Institute -Detailing Manual.
C. ANSI/ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement.
D. ANSI/ASTM Al85 - Welded Steel Wire Fabric for Concrete Reinforcement.
E. ANSVAWS DIA - Structural Welding Code for Reinforcing Steel.
F. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement,
G* ASTM A704 - Welded Steel Plain Bar or Rod Mau for Concrete Reinforcement.
H. AWS D12.1- Welding Reinforcement Steel, Metal Inserts, and Connections in
Reinforced Concrete Construction,
I. CRSI -Concrete Reinforcing Steel Institute -Manual of Practice.
J. CRSI 63 -Recommended Practice For Placing Reinforcing Bars.
r and
N-0 CRSI 65 . Recommended Practice For Placing Bar Supports� Specifications2
om
A. Submit shop drawings under provisions of Section 01340.
044572017
03200-1
B. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel
and wire fabric, bending and cutting schedules, and supporting and spacing devices.
C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 318.
B. Maintain one copy of document on site.
1.06 QUALIFICATIONS
A. Welders' Certificates: Submit under provisions of Section 01300 Manufacturer's
Certificates, certifying welders employed on the Work, verifying AWS qualification
within the previous 12 months.
1.07 COORDINATION
A. Coordinate with placement of formwork, formed openings, and other Work.
PART 2 — PRODUCTS
2.01 REINFORCEMENT
A. Reinforcing Steel: ASTM A615, 60-ksi yield grade; deformed billet steel bars, unfinished.
Be Welded Steel Wire Fabric: ASTM At 85 Plain Type; in flat sheets unfinished.
2.02 ACCESSORY MATERIALS
A. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of
reinforcement during concrete placement conditions including load bearing pad on bottom
to prevent vapor barrier puncture,
B. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather -exposed Concrete
Surfaces: Plastic coated steel or stainless steel type; size and shape as required
2.03 FABRICATION
A. Fabricate concrete reinforcing in accordance with ACI 318,
Be Locate reinforcing splices not indicated on drawings, at point ofminimum stress. Review
location of splices with Engineer.
PART 3 — EXECUTION
3.01 PLACEMENT
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A. Place, support, and secure reinforcement against displacement. Do not deviate from
required position.
B. Do not displace or damage vapor barrier.
C. Accommodate placement of formed openings.
D. Maintain concrete cover around reinforcing according to ACI -318
END OF SECTION
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[This Page Left Blank Intentionally]
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SECTION 03300
CAST -IN-PLACE CONCRETE
PART I — GENERAL
1.01 Notice: Engineer shall be given 48 hours advance notice to all concrete placements and no
concrete shall be placed without approval of Engineer.
1.02 WORK INCLUDED
A. Cast -in-place concrete foundations, slabs on grade, and pipe supports, beams and
columns.
1.03 RELATED SECTIONS SPECIFIED ELSEWHERE
A. Section 01340 — Submittals
B. Section 01410 — Testing Laboratory Services
C. Section 03100 - Concrete Formwork
D. Section 03200 - Concrete Reinforcement
1.04 REFERENCES
A. ACI 301 - Specifications for Structural Concrete for Buildings.
Be ASTM C33 - Concrete Aggregates.
C. ASTM C94 - Ready -mixed Concrete.
D. ASTM C 150 - Portland cement.
E. ASTM C260 - Air Entraining Admixtures for Concrete.
F, ASTM C618 – Pozzolonic Materials,
1.05 QUALITY ASSURANCE
A. Perform Woric in accordance with ACI 301.
Be Obtarn matends for same source throughout the WorlL
C. Submit manufacturees certification that materials meet specification requirements.
D. Submit ready -mix delivery tickets, ASTM 09478.
1.06 TESTS
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A. Testing and analysis of concrete will be performed under provisions of this Section and
Section 01410.
B. Submit proposed mix design of each class of concrete to Engineer for review prior to
commencement of work in accordance with Submittal Section. Submittal shall include
proposed location for each class of concrete.
C. Independent Testing laboratory shall take cylinders and perform slump and air entrainment
tests in accordance with ACI 301.
D. Provide 5 cylinders per set. Test one at 3 days, one at 7 days, two at 28 days, and hold one.
E. Slump tests shall be taken for every truck delivery and each set of test cylinders taken.
F. In general, cylinders shall be taken for each concrete pour event, and every 50 cyds
placed.
G. All tests failing minimum specified criteria shall be billed to and paid for by the
Contractor.
1.07 SUBMITTALS
A. Submit product data under provisions of Section 01340 for Fine and Coarse aggregates,
admixtures and concrete mix design.
PART 2 — PRODUCTS
2.01 CONCRETE MATERIALS
A. Cement: ASTM C 150 -Type II Cement,
B. Fine and Coarse Aggregates: ASTM C33.
C. Water: Clean potable water.
2.02 ADMIXTURES
A. Air Entrainment: ASTM C260. Use Darex R AEA or equal.
Water�reducuig admixture:d and must mec4 AsTm c494 as a Type A and
equal.Type D. Use WRDA 64 or
C. Use of calcium chloride is not permitted.
D, Airentraining agent to normal weight concrete mix if used4 shall not exceed 4%.
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2.03
2.04
E. Superplasticizers must meet all ASTM requirements and have compatibility test results
with approved mix design.
CONCRETE MIDI
A. Mix concrete in accordance with ASTM C94.
B. Provide concrete to satisfy the following requirements
l . Compressive Strength (28 days): 4000 psi all locations, 3000 psi for sidewalks.
2. Water/Cement ratio maximum 0.48 without admixtures by weight.
3. Fly Ash Content: maximum 15% of cement content, Type F only.
4. Slump 4 t 1 inch regular, 7-8 inch with superplasticizer, 6-8 inch pea rock pump
mix.
C. Use set -retarding admixtures during hot weather only when approved by Engineer.
D. Air entraining agent may be considered in concrete mix, however, content must be kept to
a minimum, and carefully monitored for addition to mix design.
E. Superplasticizer shall be used in all R/C walls that are water holding structures; i.e.,
clearwell, containment walls, etc.
ACCESSORIES
A. Vapor Barrier: 10 mil thick clear polyethylene film, type recommended for below -grade
application.
B. Non -Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement,
water reducing and plasticizing agents; capable of developing minimum compressive
strength of 2,400 psi in 48 hours and 7,000 psi in 28 days.
C. Water Stops: 6" x 3/8" water stop, ribbed flat virgin polyvinylchloride equal to one of the
following:
1, Greenstreak - Style 580
2. Synko-Flex - Synko-Flex Products
3, Wester. Barrier Tecbnologies - Style 619.
equal.Do Water Stop: Bcntonite type strips RxIO I, or applicable to condition, as Manufactu� by
Voiclay, or
PART 3 — EXECUTION
3.01 INSPECTION
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A. Verify reinforcement and other items to be cast into concrete are accurately placed,
positioned securely, and will not cause hardship in placing concrete.
3.02 PREPARATION
A. Install vapor barrier under all slabs, footings, and other concrete exposed to earth. Lap
joints a minimum of 6 inches. Do not disturb or damage vapor barrier while placing
concrete. Repair damaged vapor barrier.
3.03 PLACING CONCRETE
A. Notify Engineer minimum 48 hours prior to commencement of concreting operations.
B. Place concrete in accordance with ACI 301.
C. Hot Weather Placement ACI 301.
D. Cold Weather Placement ACI 301.
E. Ensure reinforcement, inserts. embedded parts, formed joints are not disturbed
during concrete placement.
F. Place concrete continuously between predetermined construction and control joints. Do
not break or interrupt successive pours such that cold joints occur.
G. Contractor shall be responsible for means and methods to ensure concrete is poured in a
dry area.
H. Contractor needs to use mechanical vibrating equipment for consolidating concrete and
should have a minimum of (2) two operable vibrators on the job.
3.04 FINISHING
A. Finish outdoor slabs with light broom finish.
Be Interior slabs shall be mechanical trowel finish.
3.05 PATCHING
A. Notify Engineer immediately upon removal of forms. No surfaces are to be patched or
backfilled prior to being reviewed by the Engineer.
Be Patch imperfections as requested by the Engineer or his field representative.
3.06 DEFECTIVE CONCRETE
A. Modify or replace concrete not conforming to required levels, lines, details, and
elevations.
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B. Repair or replace concrete not properly placed or of the specified type -
C. Unless the removal of a defective slab is required by the Engineer, defective surfaces, such
as honeycomb, shall be cut out entirely until homogeneous concrete is met, even if it
means going through the slab.
D. Such areas shall be coated with an approved epoxy bonding material, which shall be
applied in accordance with the manufacturer's instruction, before damp packing the area
with a mix consisting of one part of Portland cement and two parts of sand and fine gravel,
ation of materials and mixes as the situation dictates in
epoxy and sand mix, or any combin
the opinion of the Engineer.
E. The water content of the damp -pack material shall be such that a ball of the mix may be
squeezed in the hand without bringing free water to the surface.
F. Damp -pack material shall be tamped into place and finished to match adjacent concrete
surfaces.
G. Particular care shall be taken that no sagging of the material will occur.
H. The bond between any two layers of damp -pack shall be improved through the use of an
approved epoxy bond agent.
I. Surfaces which have been damp -packed shall be kept continuously damp during and for a
period of not less than seven days after completing the damp pack operation, by
polyethylene coverings thoroughly taped to the original concrete surface in a manner that
loss of moisture, evidence by lack of water droplets on the inside surface of the
polyethylene, is avoided. If this moisture condition cannot be maintained, a continuous
water cure may be required by the Engineer.
J. Under no circumstances shall Contractor apply a plaster coat over the honeycomb areas to
conceal the existence of the honeycomb in the concrete.
K. Neither Embeco nor calcium chloride shall be used for filling honeycomb areas, nor shall
they be mixed with damp -pack material.
L. Any concrete with excess air entraining agent will be rejected.
3.07 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed under provisions of Section 01410.
B. Maintain records of placed concrete items. Record date, location of pour, quantity, air
temperature, and test samples taken.
3.08 CURING
A, Curing shall be by water method, continuous for 7 days unless otherwise noted.
B. Contractor shall use curing compounds for vertical surfaces.
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END OF SECTION
(Remainder of This Page Intentionally Left Blank)
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SECTION 03410
STRUCTURAL PRECAST CONCRETE
PART1-GENERAL
1.01 WORK INCLUDED
A. Prestressed concrete hollow core planks, double -tees, precast reinforced concrete planks.
B. Connection and supporting devices.
1.02 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 318 - Building Code Requirements for Reinforced Concrete.
C. ANSI/AWS D1.1 - Structural Welding Code.
D. ANSI/AWS D 1.4 - Structural Welding Code - Reinforcing Steel.
E. ANSI/ASTM Al 85 - Welded Steel Wire Fabric for Concrete Reinforcement.
F. ANSVASTM A416 - Uncoated Seven -wire Stress -relieved Strand for Prestressed
Concrete.
G. ASTM A36 - Structural Steel.
H. ASTM A153 - Zinc Coating (Hot -Dip) on Iron and Steel Hardware.
I. ASTM A615 - Deformed and Plain Billet -steel Bars for Concrete Reinforcement.
I ASTM C150 - Portland cement.
K. PCI MNL -116 - Manual for Quality Control for Plants and Production of Precast and
Prestressed Concrete Products,
L. PCI MNL -120 - Design Handbook - Precast and Prestressed Concrete,
M. PCI KNL� 123 � Manual on Design of Connections for Precast Prestressed Concrete.
11 111! 111 iiiiiiiiiiiiiiiiijillillill 11111 Pill!
O. UL - Underwriters Laboratories.
A. Submit under provisions of Section 01340.
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03410-1
B. Shop Drawings: Indicate layout, unit locations, fabrication details, unit identification
marks, reinforcement, connection details, support items, dimensions, openings, and
relationship to adjacent materials, and sealed by a Professional Structural Engineer
registered in the State of Florida_
C. Indicate design loads, deflections, cambers, bearing requirements, and special conditions.
D. Product Data: Indicate standard component configurations, design loads, deflections,
cambers, and bearing requirements.
1.04 QUALITY ASSURANCE
A. Perform Work in accordance with the requirements of PCI MNL. -116.
1.05 QUALIFICATIONS
A. Fabricator: Company specializing in manufacturing the work of this section with
minimum five years documented experience.
B. Erector: Company specializing in erecting the work of this section with five years
documented experience approved by manufacturer.
C. Design precast concrete members under direct supervision of a Professional Structural
Engineer experienced in design of this work and licensed in the State of Florida.
D. Welder: Qualified within previous 12 months in accordance with ANS
UAWS D1.1,
1 A REGULATORY REQUIREMENTS
A. Conform to ACI 318 and applicable local code for design load and construction
requirements applicable to work of this Section.
1.07 PRE -INSTALLATION CONFERENCE
A. Convene a pre -installation conference one week prior tocommencing work of this section,
under provisions of Section 01200.
B. Verify with Engineer any field cutting required for all openings.
1.08 DELIVERY, STORAGE, AND HANDLING
A Deliver, store, protect, and handle products to site.
B. Handle precast members in position consistent with their shape and design. Lift and
support only from approved and designated support points.
C. Lifting or Handling Devices: Capable of supporting member in positions anticipated
during manufacture, storage, transportation, and erection.
044572017
03410-2
1.09
D. Protect members to prevent staining, chipping, or spatting of concrete.
E. Mark each member with date of production and final position in structure.
COORDINATION
A. Coordinate work under provisions of Section 01200.
B. Coordinate the work of framing components not pre -tensioned but associated with the
work of this section.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Cement: Gray Portland, conforming to ASTM C150 Type III.
B. Aggregate, Sand, Water, Admixtures: Determined by precast fabricator as appropriate to
design requirements and PCI MNL -116.
2.02 REINFORCEMENT
A. Tensioning Steel Tendons: ANSI/ASTM A416 Grade 270K, of sufficient strength
commensurate with member design.
B. Reinforcing Steel: ASTM A615 Grade 60, deformed steel bars.
C, Welded Steel Wire Fabric: ASTM At 85 Plain Type flat sheets galvanized.
D. Coating: Galvanize reinforcement to resist corrosion.
2.03 ACCESSORIES
A. Connecting and Supporting Devices: ASTM A36 carbon steel Plates, angles, items cast
into concrete or items connected to steel framing members, inserts, conforming to PCI
MNL - 123; unfinished. Do not paint surfaces in contact with concrete or surfaces requiring
field welding.
B. Grout: Non -shrink, Non-metallic, minimum yield strength of 7,000 psi at 28 days.
C. Bearing Pads: Ifigh density NeOPrenes 1/8 inch thick, smoothmboth sides for planks,
vulcanized clastomenc compound molded to so'e,
D. Bolts, Nuts and Washers: High strength steel type recommended for structural steel joints.
E. Prime Paint: Zinc -rich alkyd type.
2.04 FABRICATION
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A. Fabrication procedure to conform to PCI MNL -116.
B. Maintain plant records and quality control program during production of precast
members. Make records available upon request.
C. Ensure reinforcing steel, anchors, inserts, plates, angles, and other cast -in items are
embedded and located as indicated on shop drawings.
D. Tension reinforcement tendons as required to achieve design load criteria.
E Provide required openings with a dimension larger than 8 inches and embed
accessories provided by other Sections, at indicated locations.
F. Exposed Ends at Stressing Tendons: Fill mess with epoxy grout, trowel flush.
2.05 FINISHES
A. Ensure exposed -to -view finish surfaces of precast concrete members are uniform in color
and appearance.
B. Cure members under identical conditions to develop required concrete quality and
minimize appearance blemishes such as non-uniformity, staining, or surface
cracking.
Co Architectural Finish (Finish C): Surface holes or bubbles over 1/4 inch (6 nun)
filled with matching cementitious paste, fins or protrusions removed and surface
ground smooth.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that site conditions are ready to receive work and field measurements are as shown
on Drawings.
3.02 PREPARATION
A. Prepare support equipment for the erection procedure, temporary bracing, and induced
loads during erection.
3.03 ERECTION
A, Erwt members without damage to structural capacity, shape, or finish. Replace or reparr
damaged members.
B. Align and maintain uniform horizontal and vertical joints as erection progresses.
C. Maintain temporary bracing in place until final support is provided. Protect members from
staining.
044572017
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17
3.04
3.05
3.06
E
F
G
Adjust differential camber between precast members to tolerance before final attachment.
Install bearing pads.
Grout underside of bearing and joints between members at roof locations.
Secure units in place. Perform welding in accordance with ANSUAWS Dl.l .
ERECTION TOLERANCES
A. Erect members level and plumb within allowable tolerances.
B. Design and erect to the following tolerances:
1. Maximum Variation from Plane or Location Indicated on Drawings: 1/4 inch/10
feet and 3/8 inch in 100 feet, non -cumulative.
2. Maximum Offset from True Alignment between Members: 1/4 inch.
3. Maximum Variation from Dimensions Indicated on Drawings: Plus or minus 1/8
inch.
C. Exposed Joint Dimension: 3/8 inch plus or minus 1/4 inch.
D. When members cannot be adjusted to conform to design or tolerance criteria, cease work
and advise Engineer. Execute modifications as directed.
PROTECTION
A. Protect members from damage caused by field welding or erection operations.
B. Provide non-combustible shields during welding operations.
CLEANING
A. Clean weld marks, dirt, or blemishes from surface of exposed members.
END OF SECTION
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('Phis Page Intentionally Left Blank)
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SECTION 04340
REINFORCED UNIT MASONRY SYSTEM
PARTI- GENERAL
1.01 SECTION INCLUDED
A. Concrete masonry units.
B. Reinforcement, anchorage, and accessories.
1.02 RELATED SECTIONS
A. Section 03200 - Concrete Reinforcement
B. Section 03300 - Cast -in-place Concrete
1.03 REFERENCES
A. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement.
B. ASTM C90 - Hollow Load Bearing Concrete Masonry Units.
1.04 SUBMITTALS
A. Submit manufacturer's certificate under provisions of Section 01300 that products meet or
exceed specified requirements.
1.05 QUALITY ASSURANCE
A. Installer: Company specializing in performing the work of this Section with minimum three
years documented experience.
B. Masonry construction and materials shall conform to all requirements of "Specifications for
Masonry Structures (ACI 530.1/ASCE 6!I MS 602)7" published by the American Concrete
Institute, Detroit, Michigan, except as modified by the requirements of these Plans and
Contract documents.
1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING
Ae Damaged masonry wits� damaged structure "Vonerrts2 and damaged Pac"ged Material
shall not be accepte& ter when
B, Failure to detect d6ective work Or material ShaU nOt in Rfty way prevent 'a rejection
the defect :► nor shall it obligate the . ► .i •
�. �. �. n �� ► ►. :► ii ►�I ► ►: i_ a 7n
Wkk
044572017
04340-1
meet certification or inspection as determined by the Engineer, as described in these
Specifications.
1.07 REGULATORY REQUIREMENTS
A. Conform to Florida Building Code and all local building code requirements.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Maintain materials and surrounding air temperature to minimum 50 degrees F prior to,
during, and 48 hours after completion of masonry work.
PART 2 - PRODUCTS
2.01 CONCRETE MASONRY UNITS
A. Hollow Load Bearing Block Units: ASTM C90, Grade N, Type 11; normal weight.
B. Masonry Units: Nominal modular size as shown. Provide special units for 90 degree comers,
bond beams, lintels.
C. Hollow Load Bearing slotted acoustical units with fibrous filler and metal septum.
D. Masonry Units shall be free from chips and cracks on all exposed surfaces.
2.02 REINFORCEMENT AND ANCHORAGE
A. Single Wythe Joint Reinforcement: Ladder type; hot dip galvanized after fabrication
col"rawn steel conforming to ANSI/ASTM A82, 3/16 inch side rods with 3/16 inch cross
ties.
B. Reinforcing Steel: ASTM A615, 60 ksi yield grade, deformed billet bars, unprotected finish.
C. Wall Ties: Minimum 16 gauge galvanized steel, 14/4" wide.
D. Dovetail Anchors: 16 gauge corrugated galvanized steel, l" wide, sized to fit dovetail slots.
E. Dovetail Slots: 2 gauge galvanized steel with filler, 1" wide x 5/8" x 1" deep.
2.03 MORTAR
A. Mortar for unit masonry: Conform to ASTM C270, and unless otherwise shown or required,
shall be of type as follows:
1. Type M (2500 psi): Below grade foundations, walls; retaining wails.
2. Type S (1800 psi): All other locations.
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B. Mortar and grout for reinforced masonry. ASTM C476.
C. Grout fill for masonry 3000 psi strength at 28 days; 7"-8" slump; premixed type in
accordance with ASTM C94.
A. Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance
with ASTM C270 or C476- If water is lost by evaporation, retemper within 1'/2 hours of
mixing. Do not retemper mortar after 1'/Z hours of mixing.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
B. Verify items provided by other Sections of work are properly sized and located.
C. Verify that built-in items are in proper location, and ready for roughing into masonry work.
D. Beginning of installation means installer accepts existing conditions.
3.02 COURSING
A Establish lines, levels, and coursing indicated. Protect from displacement.
B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of
uniform thickness.
C. Lay concrete masonry units in running bond. Course one unit and one mortar joint to equal
inches. Form bagged joints on exposed interior surfaces.
3.03 PLACING AND BONDING
A. Lay hollow masonry units with full face shell bedding on head and bed joints.
B. Buttering corners of joints or excessive fiurowing of mortar joints are not permitted.
C. Remove excess mortar as Work progresses.
intersectionsD. Interlock external comers and a otherwisenoted on the Plans).
removeE, Do not shift or tap masonry umts after mortar has achieved untial seL Where adjustment
must be made, ► i ► .
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F. Perform job site cutting of masonry units with proper tools to provide straight, clean,
unchipped edges. Prevent broken
masonry unit corners or edges.
G. Mortar joints shall be full between unit face shells. No gaps in mortar joints are permitted.
All gaps shall be corrected and filled as work progresses.
3.04 REINFORCEMENT AND ANCHORAGES - REINFORCED UNIT MASONRY
A. Install horizontal joint reinforcement 16 inches on center.
B. Place masonry joint reinforcement in first horizontal joints above and below openings_
Extend minimum 24 inches each side of opening.
C. Lap joint reinforcement ends minimum 6 inches. Extend minimum 24 inches each side of
openings without lap joints.
D. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of
dimensioned position.
E. Anchors: 24 inches oc where unit masonry abuts existing masonry and concrete.
F. Wall ties: Bond intersecting interior walls with wall ties at each course (where continuous
reinforcing is not provided).
3.05 LINTELS
A. Install precast concrete lintels over window openings, louver openings, door openings and
pipe openings as required.
Be Maintain minimum 6 inch bearing on each side of opening.
3.06 ENGINEERED MASONRY
A. Lay masonry units with core cells vertically aligned and cavities between wythes clear of
mortar and unobstructed.
Be Place mortar in masonry unit bed joints back 1/4 inch from edge of unit grout spaces, bevel
back and upward. Permit mortar to cure 7 days before placing grout,
C. Reinforce masonry unit cores and cavities with reinforcement bars and grout as indicated
below (unless otherwise noted on the Plans).
1. First cell of blocks abutting joints of door frames.
2. One cell at free end of partitions and walls.
3. At bearing points, fill masonry cells with grout minimum one cell.
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D. Retain vertical reinforcement in position at top and bottom of cells and at intervals as
indicated on Plans, but not exceeding 64 bar diameters. Splice reinforcement in accordance
with Drawings and ACI 530.
E. Wet masonry unit surfaces in contact with grout just prior to grout placement.
F. Grout spaces less than 2 inches in width with fine grout using low lift grouting techniques.
Grout spaces 2 inches or greater in width with course grout using high or low lift grouting
techniques.
G. When grouting is stopped for more than one hour, terminate grout 1-112 inch below top of
upper masonry unit to form a positive key for subsequent grout placement.
H. High Lift Grouting: Provide cleanout opening no less than 6 inches high at the bottom of
each cell to be grouted by cutting exterior face shell of masonry unit.
3.07
3.08
1. Clean out masonry cells and cavities with high pressure water spray. Permit complete
water drainage. Request the Engineer to inspect the cells and cavities. Allow 2 days
advance notice of inspection.
2. After cleaning and cell inspection, seal openings with masonry units.
3. Pump grout into spaces. Maintain water content in grout to.intended slump without
aggregate segregation.
4. Limit grout lift to 48 inches and rod for grout consolidation. Wait 30 minutes before
placing next lift.
BUILT-IN WORK
A. As work progresses, build in metal door frames, fabricated metal frames, louver block,
anchor bolts, plates, and other items famished by other Sections.
B. Build in items plumb and level.
C. Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid
with grout.
TOLERANCES
A. Maximum Variation from Unit to Adjacent Unit: 1/32 inch.
B. Maximum Variation from Plane of Wall:. 1/4 inch in 10 feet and 1/2 inch in 20 feet or more.
C. Maximum Variation from Plumb: 1/4 inch per story non -cumulative; 1/2 inch in two stories
or more.
D. Maximum Variation From Level Coursing: 1/8 inch in 3 feet and 1/4 inch in 10 feet; 1/2 inch
in 30 feet.
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E. Maximum Variation of Joint'Ihidmess: 1/8 inch in 3 feet.
3.09 CUT'T'ING AND FITTING
A. Cut and fit for chases, pipes, conduit and sleeves. Coordinate with other Sections of work to
provide correct size, shape, and location.
3.10 CLEANING
A. Remove excess mortar and mortar smears.
B. Replace defective mortar. Match adjacent work.
C. Clean soiled surfaces with cleaning solution.
D. Use non-metallic tools in cleaning operations.
3.11 PROTECTION OF FINISHED WORK
A. Protect finish installation under provisions of Section 01601.
B. Without damaging completed work, provide protective boards at exposed external corners
which may be damaged by construction activities.
END OF SECTION
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