BGC LL Restroom Renovations ProjectVILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
BID PACKAGE
1. Invitation for Bidder's Proposals
2. General Instructions to Bidders
3. Bidder's Proposal
4. Bidder's Sworn Acknowledgement
5. Bidder's Sworn Work History Statement
6. Notice of Award
7. Contract
Contractor's Certification
Attachment A: Supplemental Schedule of Contract Terms
Attachment B: Specifications
Attachinent C: List of Drawings
Attachment D: Special Project Requirements
Appendix 1: Prevailing Wages
Appendix 2: Form of Performance Bond
Appendix 3: Fonn of Labor and Materials Bond
VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
BID PACKAGE
INVITATION FOR BIDDER'S PROPOSALS
OWNER: Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
1. Invitation to Bid
Owner invites sealed Bidder's Proposals for the Work described in detail in the Contract
and generally described as follows:
Provide and install all materials needed for the Butler Government Center Lower Level
Restroom Renovations Project. The general contractor shall provide and install all materials,
unless noted otherwise. The scope of work includes but is not necessarily limited to the
following:
Plumbing upgrades, fixture replacement, new interior finishes including porcelain tile, new toilet
partitions, new toilet accessories, painting, fire suppression, and electric as shown on the
drawings and described herein.
The Work shall be performed at the following Work Site:
Butler Government Center, 1200 Oak Brook Road, Oak Brook, Illinois 60523
2. The Bid Package
The Bid Package consists of the following documents, all of which are by this reference
made a part of this Invitation for Bidder's Proposals as though fully set forth herein:
A. Invitation for Bidder's Proposals;
B. General Instructions to Bidders;
C. Addenda, if any are issued during the bidding process;
D. Bidder's Proposal;
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INVITATION
E. Bidder's Sworn Acknowledgement;
F. Bidder's Sworn Work History Statement;
G. Other inforination submitted by Bidder, if requested during the bidding process;
H. Notice of Award; and
I. Contract, including all of its attachments and appendices, if any.
4. Ins eetion and Examination
Bid Documents may be obtained in two ways:
Via the Internet at www.oak-brook.M at no charge.
2. A paper hard copy may be obtained in person from Owner's Purchasing Division,
Butler Government Center, 1200 Oak Brook Road, Oak Brook, Illinois 60523.
The Bid Package may be examined at the office of Owner as listed above. In making
copies of the Bid Package available to prospective Bidders, Owner does so only for the purpose
of obtaining Bidder's Proposals and such provision does not confer a license or grant for any
other use.
Each prospective Bidder shall, before submitting its Bidder's Proposal, carefully examine
the Bid Package. Each prospective Bidder shall inspect in detail the Work Site and the
surrounding area and shall familiarize itself with all local conditions, including subsurface,
underground and other concealed conditions, affecting the Contract, the Work and the Work Site.
The Bidder whose Bidder's Proposal is accepted will be responsible for all errors in its Bidder's
Proposal including those resulting from its failure or neglect to make a thorough examination and
investigation of the Bid Package and the conditions of the Work Site and the surrounding area.
The Contract specifications may include the Illinois Department of Transportation's
General Conditions of the Contract, "State of Illinois Standard Specifications for Road and
Bridge Construction" (SSRB); "Standard Specifications for Water and Sewer Main Construction
in Illinois" (SSWS); "Illinois Manual on Uniform Traffic Control Devices for Streets and
Highways" (MUTCD). The specifications also may include Owners' Village Code and Building
Code. References to any of these manuals, codes, and specifications means the latest editions
effective on the date of the bid opening.
5. Pre -Bid Meeting
Every prospective bidder is required to attend a Pre-bid Meeting and Walk-Thru
scheduled for 11:00 A.M., Wednesday, September 27, 2017, at the Butler Government
Center, beginning in the S.E. Dean Board Room, 1200 Oak Brook Road, Oak Brook,
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INVITATION
Illinois 60523, to review the scope of the improvements and the project specifications. The pre-
bid meeting is not mandatory but is strongly encouraged.
6. Bid Opening
Owner will receive sealed Bidder's Proposals for the Work until 11:00 a.m., local time,
Wednesday, October 4, 2017, in the Samuel E. Dean Board Room, at the Butler Government
Center located at 1200 Oak Brook Road, Oak Brook, Illinois 60523, at which time, or as soon
thereafter as possible, all Bidder's Proposals will be publicly opened and read aloud. Bidders or
their agents are invited to be present.
7. Bid Security, Bonds and Insurance
A. Bid Security. Each Bidder's Proposal shall be accompanied by a security deposit
of at least 5 percent of the Bidder's Price Proposal in the form of (1) a Cashier's Check or
Certified Check drawn on a solvent bank insured by the Federal Deposit Insurance Corporation
and payable without condition to Owner or (2) a Bid Bond in a form satisfactory to Owner from
a surety company licensed to do business in the State of Illinois with a general rating of A minus
and a financial size category of Class X or better in Best's Insurance Guide.
B. Performance and Payment Bonds. The successful Bidder will be required to
fumish a Performance Bond and a Labor and Material Payment Bond on award of the Contract,
each in the penal sum of the full amount of the Contract Price, on forms provided by, or
otherwise acceptable to, Owner, from a surety company meeting the requirements set forth
above. Each Bidder's Proposal must be accompanied by a letter from such a surety company
stating that it will execute Bonds on forms provided by, or otherwise acceptable to, Owner, on
award of the Contract to Bidder.
C. Insurance. The successful Bidder will be required to furnish certificates of
insurance as required by Section 4.2 of the Contract on award of the Contract. Each Bidder's
Proposal must be accompanied by a letter from Bidder's insurance carrier or its agent certifying
that said insurer has read the requirements set forth in the Contract and will issue the required
certificates and policies of insurance on award of the Contract to Bidder.
DATED: September 20, 2017
Village of Oak Brook
Charlotte K. Pruss
Village Clerk
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VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
BID PACKAGE
TABLE OF CONTENTS
Section
Pale
1. Interpretation of Documents Included in Bid Package........................................................1
2. Calculation of Unit Price Proposals.....................................................................................2
3. Prevailing Wages.................................................................................................................2
4. Taxes and Benefits...............................................................................................................2
5. Permits and Licenses............................................................................................................2
6. Preparation of Bidder's Proposal.........................................................................................3
7. Signature Requirements.......................................................................................................3
8. Bid Security.........................................................................................................................4
9. Submission of Bidder's Proposals.......................................................................................5
10. Withdrawal of Bidder's Proposals.......................................................................................5
11. Qualification of Bidders.......................................................................................................5
12. Disqualification of Bidders..................................................................................................6
13. Award of Contract................................................................................................................6
14. Notice of Award; Effective Date of Award.........................................................................7
15. Finalization of Contract.......................................................................................................7
16. Failure to Execute................................................................................................................8
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VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
BID PACKAGE
GENERAL INSTRUCTIONS TO BIDDERS
1. Interpretation of Documents Included in Bid Package
A. Defined Terms. All terms capitalized in these General Instructions to Bidders and
in the other documents included in the Bid Package are defined in the documents included in the
Bid Package and shall have such defined meanings wherever used.
B. Implied Terms. If any personnel, equipment, materials, or supplies that are not
directly or indirectly set forth in the Contract are nevertheless necessary to the proper provision,
performance, and completion of the whole of the Work in accordance with the intent of the
Contract, each prospective Bidder shall understand such personnel, equipment, materials, or
supplies to be implied and shall provide for such personnel, equipment, materials, or supplies in
its Bidder's Proposal as fully as if it were particularly described.
C. Information Provided by Owner. When information pertaining to subsurface,
underground or other concealed conditions, soils analysis, borings, test pits, utility locations or
conditions, buried structures, condition of existing structures, and other preliminary
investigations is distributed with the Bid Package, or such information is otherwise made
available to any prospective Bidder by Owner, such information is distributed or made available
solely for the convenience of such prospective Bidder and is not part of the Bid Package. Owner
assumes no responsibility whatever in respect to the sufficiency or accuracy of any such
information, and there is no guaranty or warranty, either expressed or implied, that the conditions
indicated are representative of those existing throughout the Work or the Work Site, or that the
conditions indicated are representative of those existing at any particular location, or that
unanticipated conditions may not be present.
D. Addenda. No interpretation of the documents included within the Bid Package
will be made except by written addendum duly issued by Owner ("Addendum"). No
interpretation not contained in an Addendum shall be valid or have any force or effect whatever,
nor entitle any Bidder to assert any claim or demand against Owner on account thereof.
All Addenda issued prior to the opening of Bidder's Proposals shall become a part of the Bid
Package. Each prospective Bidder shall be responsible for inquiring from time to time as to the
availability of Addenda.
INSTRUCTIONS
If any prospective Bidder is in doubt as to the true meaning of any part of the Bid Package, such
prospective Bidder shall submit to Owner a written request for an interpretation thereof as far in
advance of the scheduled opening of Bidder's Proposals as possible.
Owner shall use its best efforts to issue Addenda in response to all valid, appropriate, and timely
inquiries, but accepts no responsibility for doing so. Inquiries not answered by Addenda shall be
considered invalid, inappropriate, or untimely inquiries.
2. Calculation of Unit Price Proposals
On all items for which Bidder's Proposals are to be received on a unit price basis, the
approximate quantities stated in the Schedule of Prices are Owner's estimate only for Owner's
convenience in comparing Bidder's Proposals and shall not be relied on by Prospective Bidders.
Each prospective Bidder shall, before submitting its Bidder's Proposal, make its own estimate of
the quantities of Unit Price Items required to complete the Work.
3. Prevailing Wages
In accordance with the Prevailing Wage Act, 820 ILCS 13010.01 et sec ., not less than the
prevailing rate of wages for similar work in the locality in which the Work is to be performed
shall be paid to all laborers. Specific provisions relating to the Prevailing Wage Act, and
required of the Contractor, are included in the Contract. A copy of Owner's ordinance
ascertaining the prevailing rate of wages in effect as of the date of the Invitation for Bidder's
Proposals, is included in the Bid Package. If the Illinois Department of Labor revises the
prevailing rate of hourly wages to be paid, the revised rate shall apply to the Contract.
4. Taxes and Benefits
Owner is exempt from state and local sales, use, and excise taxes. Bidder's Price
Proposal shall not include any such taxes. A letter of exemption will be provided to the
successful Bidder, if necessary. Owner will not reimburse, nor assist the successful Bidder in
obtaining reimbursement for, any state or local sales, use or excise taxes paid by the successful
Bidder.
Bidder's Price Proposal shall include all other applicable federal, state, and local taxes of
every kind or nature applicable to the Work as well as all taxes, contributions, and premiums for
unemployment insurance, old age or retirement benefits, pensions, annuities or other similar
benefits.
5. Permits and Licenses
Except as otherwise expressly provided in Attachment A to the Contract, Bidder's Price
Proposal shall include the cost of obtaining all permits, licenses, and other approvals and
authorizations required by law for performance of the Work. It shall be the sole responsibility of
each prospective Bidder to determine the applicable pennits, licenses, and other approvals and
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authorizations and no extra compensation shall be paid by Owner for the successful Bidder's
failure to include these costs in its Bidder's Proposal.
G. Preparation of Bidder's Proposal
Bidder's Proposals to enter into the Contract for the Work shall be made only on the
blank Bidder's Proposal form furnished by Owner and included in the Bid Package.
The Village requests that proposals are written legibly in ink. In case of any conflict
between words and numbers, words shall prevail. In case of any error in adding or multiplying
individual items, the prices listed for individual items shall control over any incorrect total of
such items. A Bidder's Proposal may be rejected if it does not contain a requested price for each
and every item named in the Bidder's Proposal form or may be interpreted as bidding "no
charge" to Owner for any item left blank.
Prospective Bidders are warned against making alterations of any kind to the Bidder's
Proposal form or to any entry thereon. Bidder's Proposals that contain omissions, conditions,
alterations, or additions not called for may be rejected or interpreted so as to be most favorable to
Owner.
Each Bidder shall securely staple into its Bidder's Proposal a copy of each Addendum
issued and shall include in the place provided therefor in the Bidder's Proposal form a listing of
all such Addenda.
Each Bidder shall complete and securely staple into its Bidder's Proposal the Bidder's
Sworn Acknowledgement and the Bidder's Sworn Work History Statement included in the Bid
Package, and shall staple into its Bidder's Proposal the Bid Security and the surety and insurance
commitment letters as specified in the Invitation for Bidder's Proposals.
Every Bidder submitting a Bidder's Proposal shall be conclusively deemed to have
evidenced an intention to be bound thereby whether or not the requirements for signing Bidder's
Proposals found in Section 7 of these General Instructions to Bidders are satisfied. However,
any Bidder's Proposal that fails to comply with Section 7 of these General Instructions to
Bidders may nevertheless be rejected.
Bidder's Proposals that are not submitted on the Bidder's Proposal form furnished by
Owner or that are not prepared in accordance with these General Instructions to Bidders may be
rejected. If a deficiently prepared Bidder's Proposal is not rejected, Owner may demand
correction of any deficiency and award the Contract to Bidder on satisfactory compliance with
these General Instructions to Bidders.
7. Sip -nature Requirements
A. Bidder's Proposals. The following requirements shall be observed in the signing
of each Bidder's Proposal:
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(1) Corporations. Each Bidder's Proposal submitted by a corporation shall be
signed by the President or other authorized officer of the corporation and
shall also bear the attesting signature of the Secretary or Assistant
Secretary of the corporation.
(2) Partnerships. Each Bidder's Proposal submitted by a partnership shall be
signed by all of its general partners or by an attorney-in-fact.
(3) Individuals. Each Bidder's Proposal submitted by an individual shall be
signed by such individual or by an attorney-in-fact.
(4) Joint Ventures. Each Bidder's Proposal submitted by a joint venture shall
be signed by each signatory of the joint venture agreement by which such
joint venture was fonned in accordance with the applicable provisions of
(1), (2), and (3) above or by an attorney-in-fact.
When requested by Owner, satisfactory evidence of the authority of the person or persons
signing on behalf of Bidder shall be furnished.
B. Other Documents. The signature requirements set forth in Subsection 7A shall
apply to all other documents in the Bid Package required to be executed by Bidder, Bidder's
sureties and Bidder's insurance representatives as well as to the Contract, the Contractor's
Certification, and all other required documentation related to the Contract.
8. Bid Security,
A. Required Bid Securit . Every Bidder's Proposal shall be accompanied by bid
security in the form of a Cashier's Check, Certified Check or Bid Bond as specified in the
Invitation for Bidder's Proposals ("Bid Security"), which Bid Security shall stand as a guaranty
that (1) Bidder will submit all additional information requested by Owner; (2) if such Bidder's
Proposal is accepted, Bidder will timely file the Bonds and the certificates and policies of
insurance required by the Contract; and (3) if such Bidder's Proposal is accepted, Bidder will
timely execute the Contract, the Contractor's Certification, and all other required documentation
related to the Contract.
B. Return of Bid Security. Bid Security submitted in the fonn of Cashier's Checks
or Certified Checks will be returned within five days after execution of the Contract by Owner.
Bid Bonds will not be returned unless otherwise requested by Bidder.
C. Liquidated Damages. If a Bidder fails to timely submit all additional infonnation
requested by Owner, or if the successful Bidder fails to timely and properly submit all required
Bonds, certificates and policies of insurance, or if the successful Bidder fails to timely and
properly execute the Contract, the Contractor's Certification, and all other required
documentation related to the Contract, it will be difficult and impracticable to ascertain and
detennine the amount of damage that Owner will sustain by reason of any such failure. For such
reason, every Bidder shall, by submitting its Bidder's Proposal, be deemed to agree that Owner
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shall have the right, at its option in the event of any such default, to retain or recover as
reasonably estimated liquidated damages, and not as a penalty, the entire amount of the Bid
Security or five percent of the Bidder's Price Proposal, whichever is greater, or to exercise any
and all equitable remedies it may have against the defaulting Bidder.
9. Submission of Bidder's Proposal
One copy of each Bidder's Proposal, properly signed, together with all other required
documents, shall be enclosed in a sealed envelope or package and shall be addressed and
delivered to the place, before the time, and in the manner designated in the Invitation for
Bidder's Proposals. All Bidder's Proposals received after the time for the opening of bids
specified in the Invitation for Bidder's Proposals will be re
Each sealed envelope or package containing a Bidder's Proposal shall be identified as
such and shall be marked with the title of the Contract and Bidder's full legal name. All
Addenda will be considered part of each Bidder's Proposal whether attached or not.
10. Withdrawal of Bidder's Pro osal
Any Bidder's Proposal may be withdrawn at any time prior to the opening of any
Bidder's Proposal, provided that a request in writing, executed by Bidder in the manner specified
in Section 7 of these General Instructions to Bidders, for the withdrawal of such Bidder's
Proposal is filed with Owner prior to the opening of any Bidder's Proposal. The withdrawal of a
Bidder's Proposal prior to opening of any Bidder's Proposal will not prejudice the right of
Bidder to file a new Bidder's Proposal.
No Bidder's Proposal shall be withdrawn without the consent of Owner for a period of
60 days after the opening of any Bidder's Proposal. Any Bidder's Proposal may be withdrawn at
any time following the expiration of said 60 day period, provided that a request in writing,
executed by Bidder in the manner specified in Section 7 of these General Instructions to Bidders,
for the withdrawal of such Bidder's Proposal is filed with Owner after said 60 day period. If no
such request is filed, the date for acceptance of such Bidder's Proposal shall be deemed to be
extended until such a request is filed or until Owner executes a Contract pursuant to the
Invitation for Bidder's Proposals or until Owner affinnatively and in writing rejects such
Bidder's Proposal.
11. Oualifieation of Bidders
A. Factors. Owner intends to award the Contract only to a Bidder that furnishes
satisfactory evidence that it has the requisite experience, ability, capital, facilities, plant,
organization and staffing to enable it to perform the Work successfully and promptly and to
complete the Work for the Contract Price and within the Contract Time,
B. Additional Information. Owner reserves the right to require from any Bidder,
prior to award of the Contract, a detailed statement regarding the business and technical
organizations and plant of Bidder that is available for the Work. Information pertaining to
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financial resources, experience of personnel, contract defaults, litigation history, and pending
construction projects may also be requested.
C. Final Determination. The final selection of the successful Bidder shall be made
on the basis of the amount of the Bidder's Price Proposals, Owner's prior experience with the
Bidders, Owner's knowledge of the Bidders' performance on other relevant projects, any
additional information submitted by Bidders to satisfy Owner that Bidders are adequately
prepared to fulfill the Contract, and all other relevant facts or matters mentioned in the Bid
Package or that Owner may legally consider in making its determination.
12. Disqualification of Bidders
A. More Than One Bidder's Pro osal. No more than one Bidder's Proposal for the
Work described in the Contract shall be considered from any single corporation, partnership,
individual or joint venture, whether under the same or different names and whether or not in
conjunction with any other corporation, partnership, individual or joint venture. Reasonable
grounds for believing that any corporation, partnership, individual or joint venture is interested in
more than one Bidder's Proposal for the Work may cause the rejection of all Bidder's Proposals
in which such corporation, partnership, individual or joint venture is interested. Nothing
contained in this Subsection 12A shall prohibit any single corporation, partnership, individual or
joint venture, whether under the same or different names and whether or not in conjunction with
any other corporation, partnership, individual or joint venture, from submitting a bid or quoting
prices to more than one Bidder for equipment, materials and supplies or labor to be furnished as
a subcontractor or supplier.
B. Collusion. If there are reasonable grounds for believing that collusion exists
among any Bidders, all Bidder's Proposals of the participants in such collusion will not be
considered.
C. Default. if a Bidder is or has been in default on a contract with Owner or in the
payment of monies due Owner, its Bidder's Proposal will not be considered.
13. Award of Contract
A. Reservation of Rights. Owner reserves the right to accept the Bidder's Proposal
that is, in its judgment, the best and most favorable to the interests of Owner and the public; to
reject the low Price Proposal; to accept any item of any Bidder's Proposal; to reject any and all
Bidder's Proposals; to accept and incorporate corrections, clarifications or modifications
following the opening of the Bidder's Proposals when to do so would not, in Owner's opinion,
prejudice the bidding process or create any improper advantage to any Bidder; and to waive
irregularities and informalities in the bidding process or in any Bidder's Proposal submitted;
provided, however, that the waiver of any prior defect or informality shall not be considered a
waiver of any future or similar defects or informalities, and Bidders should not rely on, or
anticipate, such waivers in submitting their Bidder's Proposals.
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INSTRUCTIONS
B. Finn Offers. All Bidder's Proposals are finn offers to enter into the Contract and
no Bidder's Proposals shall be deemed rejected, notwithstanding acceptance of any other
Bidder's Proposal, until the Contract has been executed by both Owner and the successful Bidder
or until Owner affinnatively and in writing rejects such Bidder's Proposal.
C. Time of Award. It is expected that the award of the Contract, if it is awarded, will
be made within 45 days following the opening of the Bidder's Proposals. Should administrative
difficulties be encountered after the opening of the Bidder's Proposals, including the annulment
of any award, that may delay an award or subsequent award beyond such 45 day period, Owner
may accept any Bidder's Proposal for which the date for acceptance has been extended as
provided in Section 10 of these General Instructions to Bidders in order to avoid the need for re -
advertisement. No Bidder shall be under any obligation to extend the date for acceptance of its
Bidder's Proposal. Failure of one or more of the Bidders or their sureties to extend the date for
acceptance of its Bidder's Proposal shall not prejudice the right of Owner to accept any Bidder's
Proposal for which the date for acceptance has been extended.
14. Notice of Award, Effective Date of Award
If the Contract is awarded by Owner, such award shall be effective when a Notice of
Award in the form included in the Bid Package has been delivered to the successful Bidder
("Effective Date of Award"). Owner will prepare two copies of the Contract based on Bidder's
Proposal and will submit them to the successful Bidder with the Notice of Award.
15. Finalization of Contract
A. Finalization Date. Unless otherwise stated in the Notice of Award, the successful
Bidder shall satisfactorily complete all conditions precedent to signing the Contract before the
10th day after the Effective Date of Award or within such extended period as Owner may, in the
exercise of its sole discretion, authorize in writing after issuance of the Notice of Award
("Finalization Date").
B. Conditions Precedent to Finalization. On or before the Finalization Date, the
successful Bidder shall: (1) sign (see Section 7), date as of the Finalization Date, and submit to
Owner both copies of the Contract, the Contractor's Certification, and all other required
documentation related to the Contract on or before the Finalization Date; and (2) submit two
executed copies of all required Bonds dated as of the Finalization Date and all certificates and
policies of insurance.
Failure to timely execute or submit any of the aforesaid documents shall be grounds for the
imposition of liquidated damages as more specifically set forth in Section 8 above. If the
submitted documents or any of them fail to comply with these General Instructions to Bidders or
the Contract or are not timely executed and submitted, Owner may, in its sole discretion, annul
the award or allow the successful Bidder an opportunity to correct the deficiencies.
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In no event will Owner execute the Contract until any and all such deficiencies have been cured
or Owner has received adequate assurances, as determined by Owner, of complete and prompt
performance.
C. Finalization. On the Finalization Date, and provided that all documents required
to be submitted prior to or on the Finalization Date have been reviewed and detennined by
Owner to be in compliance with these General Instructions to Bidders and the Contract, or
assurances of complete and prompt performance satisfactory to Owner have been received,
Owner shall execute all copies of the Contract and tender one copy to the successful Bidder at
the Finalization. The successful Bidder shall tender a copy to its surety company or companies.
16. Failure to Finalize
A. Annulment of Award; Liquidated Damages. The failure or refusal of a successful
Bidder to comply with the conditions precedent to finalization or to properly finalize and execute
the Contract shall be just cause for the annulment of the award and the imposition of liquidated
damages or the exercise of equitable remedies, both as more specifically set forth in Section 8
above.
B. Subsequent Awards. On annulment of an award, Owner may accept, and award a
Contract based on, any other Bidder's Proposal as Owner, in its sole judgment, deems to be the
best or may invite new Proposals or may abandon the bidding process or the Work.
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PROPOSAL
VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
BID PACKAGE
BIDDER'S PROPOSAL
Full Name of Bidder ("Bidder")
Principal Office Address
Local Office Address
Contact Person
Telephone
TO: Village of Oak Brook ("Owner")
1200 Oak Brook Road
Oak Brook, IL 60523
Attention: Rania Serences, Senior Purchasing Assistant
Bidder warrants and represents that Bidder has carefully examined the Work Site described
below and its environs and has reviewed and understood all documents included, referred to, or
mentioned in this set of documents, including Addenda Nos. , which are securely
stapled to the end of this Bidder's Proposal [if none, write "NONE"] ("Bid Package").
Bidder acknowledges and agrees that all terms capitalized in this Bidder's Proposal shall have
the meaning given to them in the documents included in the Bid Package.
1. Work Proposal
A. Contract and Work. If this Bidder's Proposal is accepted, Bidder proposes, and
agrees, that Bidder will contract with Owner, in the form of the Contract included in the Bid
Package: (1) to provide, perform and complete at the site or sites described in the Bid Package
("Work Site'') and in the manner described and specified in the Bid Package all necessary work,
labor, services, transportation, equipment, materials, apparatus, machinery, tools, fuels, gas,
electric, water, waste disposal, information, data and other means and items necessary for the
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM RENOVATIONS
PROJECT which includes plumbing upgrades, fixture replacement, new interior finishes
including porcelain tile, new toilet partitions, new toilet accessories, painting, fire suppression,
and electric as shown on the drawings and described herein. The general contractor shall provide
and install all materials, unless noted otherwise; (2) to procure and furnish all pennits, licenses
and other governmental approvals and authorizations necessary in connection therewith except
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PROPOSAL
as otherwise expressly provided in Attachment A to the Contract included in the Bid Package;
(3) to procure and furnish all Bonds and all certificates and policies of insurance specified in the
Bid Package; (4) to pay all applicable federal, state and local taxes; (5) to do all other things
required of Contractor by the Contract; and (C) to provide, perform and complete all of the
foregoing in a proper and workmanlike manner and in full compliance with, and as required by
or pursuant to, the Contract; all of which is herein referred to as the "Work."
B. Manner and Time of Performance. If this Bidder's Proposal is accepted, Bidder
proposes, and agrees, that Bidder will perform the Work in the manner and time prescribed in the
Bid Package and according to the requirements of Owner pursuant thereto.
C. General. if this Bidder's Proposal is accepted, Bidder proposes, and agrees, that
Bidder will do all other things required of Bidder or Contractor, as the case may be, by the Bid
Package.
2. Contract Price Proposal
If this Bidder's Proposal is accepted, Bidder will, except as otherwise provided in
Section 2.I of the Contract, take in full payment for all Work and other matters set forth under
Section 1 above, including overhead and profit; taxes, contributions, and premiums; and
compensation to all subcontractors and suppliers, the compensation set forth on the following
"Schedule of Prices" ("Price Proposal"), which Schedule of Prices Bidder understands and
agrees will be made a part of the Contract:
SCHEDULE OF PRICES
A. LUMP SUM CONTRACT
1. Provide and install all materials needed for the Butler Government Center Lower
Level Restroom Renovations Project as indicated in the drawings and described
herein. For providing, performing, and completing Work, the total Contract Price of :
In words
-10-
PROPOSAL
B. BASIS FOR DETERMINING PRICES
It is expressly understood and agreed that:
1. [Deleted]
2. Owner is not subject to state or local sales, use and excise taxes and no such taxes are
included in this Schedule of Prices;
3. All other applicable federal, state, and local taxes of every kind and nature applicable to
the Work as well as all taxes, contributions, and premiums for unemployment insurance,
old age or retirement benefits, pensions, annuities, or other similar benefits are included
in this Schedule of Prices; and
4. All costs, royalties, and fees arising from the use on, or the incorporation into, the Work
of patented equipment, materials, supplies, tools, appliances, devices, processes, or
inventions are included in this Schedule of Prices.
3. Contract Time Proposal
If this Bidder's Proposal is accepted, Bidder will commence the Work not later than the
"Commencement Date" set forth in Attachment A to the Contract and will perform the Work
diligently and continuously and will complete the Work not later than the "Completion Date" set
forth in Attachment A to the Contract.
4. Firm Proposal
All prices and other terms stated in this Bidder's Proposal are firm and shall not be
subject to withdrawal, escalation, or change for a period of 60 days after the date on which any
Bidder's Proposal is opened or such extended acceptance date for Bidder's Proposals as may be
established pursuant to Sections 10 and 13 of the General Instructions to Bidders.
5. Bidder Representations
A. No Collusion. Bidder warrants and represents that the only persons, firms, or
corporations interested in this Bidder's Proposal as principals are those named in Bidder's Sworn.
Acknowledgment attached hereto and that this Bidder's Proposal is made without collusion with
any other person, finn or corporation.
B. Not Barred. Bidder warrants, represents and certifies that it is not barred by law
from contracting with Owner or with any unit of state or local government.
C. Qualified, Bidder warrants and represents that Bidder has the requisite
experience, ability, capital, facilities, plant, organization and staff to enable Bidder to perfonn
the Work successfully and promptly and to commence and complete the Work within the
Contract Price and Contract Time Proposals set forth above. In support thereof, Bidder submits
-11-
PROPOSAL
the attached Sworn Work History Statement. In the event Bidder is preliminarily deemed to be
one of the most favorable to the interests of Owner, Bidder hereby agrees to furnish on request,
within two business days or such longer period as may be set forth in the request, such additional
information as may be necessary to satisfy Owner that Bidder is adequateIy prepared to fulfill the
Contract.
D. Owner's Reliance. Bidder acknowledges that Owner is relying on all warranties,
representations and statements made by Bidder in this Bidder's Proposal.
6. Surety and Insurance
Bidder herewith tenders surety and insurance commitment letters as specified in
Section 6 of the Invitation for Bidder's Proposals.
7. Bid Securitv
Bidder herewith tenders a Cashier's Check, Certified Check, or Bid Bond as specified in
Section 6 of the Invitation for Bidder's Proposals for 5 percent of Bidder's Price Proposal ("Bid
Security").
8. Owner's Remedies
Bidder acknowledges and agrees that should Bidder fail to timely submit all additional
information that is requested of it; or should Bidder, if Owner awards Bidder the Contract, fail to
timely submit all the Bonds and all the certificates and policies of insurance required of it; or
should Bidder, if Owner awards Bidder the Contract, fail to timely execute the Contract,
Contractor's Certification and all other required documentation related to the Contract, it will be
difficult and impracticable to ascertain and determine the amount of damage that Owner wilI
sustain by reason of any such failure and, for such reason, Owner shall have the right, at its
option in the event of any such default by Bidder, to retain or recover as reasonably estimated
liquidated damages, and not as a penalty, the entire amount of the Bid Security or five percent of
Bidder's Price Proposal, whichever is greater, or to exercise any and all equitable remedies it
may have against Bidder.
9. Owner's Rights
Bidder acknowledges and agrees that Owner reserves the right to reject any and all
Bidder's Proposals, reserves the right to accept or reject any item of any Bidder's Proposal and
reserves such other rights as are set forth in Section 13 of the General Instructions to Bidders.
-12-
PROPOSAL
10. Bidder's Obligations
In submitting this Bidder's Proposal, Bidder understands and agrees that it shall be bound
by each and every term, condition or provision contained in the Bid Package, which are by this
reference incorporated herein and made a part hereof
DATED: .2017
Bidder
By:
Attest
By:
Title:
Title:
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 7,
FOR SIGNATURE REQUIREMENTS
-13-
1I/ 10 WLej PEl1Kl7_� ;a :ll aflo"
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
BID PACKAGE
BIDDER'S SWORN ACKNOWLEDGEMENT
("Deponent"), being first duly swom on oath,
deposes and states that the undersigned Bidder is organized as indicated below and that all
statements herein made are made on behalf of such Bidder in support of its Bidder's Proposal for
the above Contract and that Deponent is authorized to make them.
Deponent also deposes and states that Bidder has carefully prepared, reviewed and
checked its Bidder's Proposal and that the statements contained in its Bidder's Proposal and in
this Acknowledgement are true and correct.
COMPLETE APPLICABLE SECTION ONLY
1. Cor ori ration
Bidder is a corporation that is organized and existing under the laws of the State of
, that is qualified to do business in the State of Illinois, and that is operating under
the legal name of
The officers of the corporation are as follows:
TITLE NAME ADDRESS
President
Vice President
Secretary
Treasurer
2. Partnership
Bidder is a partnership that is organized, existing and registered under the laws of the
State of pursuant to that certain Partnership Agreement dated as of
'that is qualified to do business in the State of Illinois, and that is operating
under the legal naive of
-1-
ACKNOWLEDGEMENT
The general partners of the partnership are as follows:
NAME
3. Individual
ADDRESS
Bidder is an individual as follows:
Full name:
Residence address:
Business address:
If operating under a trade or assumed
name that name is:
4. Joint Venture
Bidder is a joint venture that is organized and existing under the laws of the State of
pursuant to that certain Joint Venture Agreement dated as of , that is
qualified to do business in the State of Illinois, and that is operating under the legal name of
The signatories to the aforesaid Joint Venture Agreement are as follows:
NAME Land ENTITY TYPE ADDRESS
U
U
-2-
ACKNOWLEDGEMENT
[For each signatory, indicate type of entity (Corporation = "C"; Partnership = "P"; and Individual
= "I") and provide, on separate sheets, the information required in Paragraph 1, 2, or 3 above, as
applicable]
DATED: ,20
Bidder
By:
Title:
Attest
Title:
Subscribed and Sworn to before me on .20
Notary Public
My commission expires: , 20
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 7,
FOR SIGNATURE REQUIREMENTS
-3-
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
BILI PACKAGE
BIDDER'S SWORN WORK HISTORY STATEMENT
("Deponent"), being first duly sworn on
oath, deposes and states that all statements made in this Sworn Work History Statement are made
on behalf of the undersigned Bidder in support of its Bidder's Proposal for the above Contract
and that Deponent is authorized to make them.
Deponent also deposes and states that Bidder has carefully prepared, reviewed
and checked this Sworn Work History Statement and that the statements contained in this Sworn
Work History Statement are true and correct.
IF NECESSARY FOR FULL DISCLOSURE, ADD SEPARATE SHEETS
JOINT VENTURES MUST SUBMIT SEPARATE
SWORN WORK HISTORY STATEMENTS FOR THE JOINT VENTURE
AND FOR EACH SIGNATORY TO THE JOINT VENTURE AGREEMENT
1. Nature of Business
State the nature of Bidder's business:
2. Composition of Work
During the past three years, Bidder's work has consisted of:
% Federal
% Other Public
% Private
3. Years in Business
% As Contractor
% As Subcontractor
% Bidder's Forces
% Subcontractors
% Materials
State the number of years that Bidder, under its current name and organization, has been
continuously engaged in the aforesaid business: years
-1-
WORK HISTORY STATEMENT
4. Predecessor Organizations
If Bidder has been in business under its current name and organization for less than five years,
list any predecessor organizations:
NAME
ADDRESS
5. Business Licenses
List all business licenses currently held by Bidder:
ISSUING AGENCY
YEARS
TYPE NUMBER EXPIRATION
6. Related Experience
List three projects most comparable to the Work completed by Bidder, or its
predecessors, in the past five years:
Owner Name
Owner Address
Reference
Telephone Number
Type of Work
PROJECT ONE PROJECT TWO PROJECT THREE
-2-
WORK HISTORY STATEMENT
PROJECT ONE PROJECT TWO PROJECT THREE
Contractor
(If Bidder was)
(Subcontractor)
Amount of Contract
Date Completed
DATED: , 20
Bidder
By:
Title:
Attest
I:
Title:
Subscribed and Sworn to before me on , 20
Notary Public
My commission expires: , 20
SEE GENERAL INSTRUCTIONS TO BIDDERS, SECTION 7,
FOR SIGNATURE REQUIREMENTS
-3-
VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
TO:
BID PACKAGE
NOTICE OF AWARD
FROM: Village of Oak Brook
("Contractor") ("Owner")
On , 20 , Owner found to be most favorable to the interests of
Owner the Bidder's Proposal submitted by Contractor and dated , 20_, in
which Contractor proposes to contract with Owner, in the form of the Contract included in the
Bid Package to perform the following Work: (1) to provide, perforrn and complete at the Work
Site and in the manner described and specified in the Bid Package all necessary work, labor,
services, transportation, equipment, materials, apparatus, machinery, tools, fuels, gas, electric,
water, waste disposal, information, data and other means and items necessary for BUTLER
GOVERNMENT CENTER LOWER LEVEL RESTROOM RENOVATIONS PROJECT which
includes plumbing upgrades, fixture replacement, new interior finishes including porcelain tile,
new toilet partitions, new toilet accessories, painting, fire suppression, and electric as shown on
the drawings and described herein. The general contractor shall provide and install all materials,
unless noted otherwise; (2) to procure and furnish all permits, licenses and other governmental
approvals and authorizations necessary in connection therewith except as otherwise expressly
provided in Attachment A to the Contract included in the Bid Package; (3) to procure and furnish
all Bonds and all certificates and policies of insurance specified in the Bid Package; (4) to pay all
applicable federal, state and local taxes; (5) to do all other things required of the Contractor by
the Contract; and (6) to provide, perform and complete all of the foregoing in a proper and
workmanlike manner and in full compliance with, and as required by or pursuant to, the
Contract.
OWNER ACCORDINGLY AWARDS CONTRACTOR, EFFECTIVE AS OF THE DATE
OF DELIVERY OF THIS NOTICE OF AWARD, THE CONTRACT FOR SAID WORK
FOR THE LUMP SUM AND/OR UNIT PRICES, AS THE CASE MAY BE, SET FORTH
IN THE BIDDER'S PROPOSAL.
The Contract will be finalized and executed on , 20 , at the above listed
office of Owner. The Contract will be executed by Owner provided that all conditions precedent
to finalization have been satisfied. Contractor must have complied with all conditions precedent
-1-
NOTICE OF AWARD
to finalization set forth in Section 15 of the General Instructions to Bidders included in the Bid
Package, on or before this date.
The failure or refusal to comply with the conditions precedent to finalization on or before the
Finalization Date or to execute the Contract on the Finalization Date shall result, at Owner's
option, in the imposition of liquidated damages and the annulment of this award, or in Owner's
exercise of any or all equitable remedies Owner may have, all as more specifically set forth in
Sections 8, 15, and 16 of the General Instructions to Bidders.
DATED: . 20
Village of Oak Brook
By:
Name
Title
#34920191v2
VILLAGE OF OAK BROOK
CONTRACT FOR BUTLER GOVERNMENT CENTER LOWER
LEVEL RESTROOM RENOVATIONS PROJECT
VILLAGE OF OAK BROOK
CONTRACT FOR BUTLER GOVERNMENT CENTER LOWER
LEVEL RESTROOM RENOVATIONS PROJECT
TABLE OF CONTENTS
Page
ARTICLE 1: THE WORK......................................................................................................1
1.1
Performance of the Work...........................................................................................1
1.2
Commencement and Completion Dates..................................................................... 2
1.3
Required Submittals...................................................................................................2
A.
Submittals Required...................................................................................................2
B.
Number and Format....................................................................................................2
C.
Time of Submission and Owner's Review................................................................. 2
D.
Responsibility for Delay............................................................................................. 3
1.4
Review and Interpretation of Contract Provisions.....................................................
3
1.5
Conditions at the Work Site; Record Drawings......................................................... 3
1.6
Technical Ability to Perform......................................................................................
4
1.7
Financial Ability to Perform.......................................................................................4
1.8
Time............................................................................................................................4
1.9
Safety at the Work Site...............................................................................................4
1.10
Cleanliness of the Work Site and Environs .................................
1.11
Damage to the Work, the Work Site, and Other Property ........................................-
5
1.12
Subcontractors and Suppliers.....................................................................................
5
A.
Approval and Use of Subcontractors and Suppliers...................................................5
B.
Removal of Subcontractors and Suppliers................................................................. 6
1.13
Simultaneous Work By Others...................................................................................6
1.14
Occupancy Prior to Final Payment.............................................................................
6
1.15
Owner's Right to Terminate or Suspend Work for Convenience ..............................6
A.
Tennination or Suspension for Convenience.............................................................6
B.
Payment for Completed Work....................................................................................6
ARTICLE II: CHANGES AND DELAYS.............................................................................7
-1-
2.1
Changes...................................................................................................................... 7
2.2
Delays.........................................................................................................................
7
A.
Extensions for Unavoidable Delays...........................................................................
7
B.
No Compensation for Delays.....................................................................................
7
ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR DEFECTIVE WORK.......
7
3.1
Inspection; Testing; Correction of Defects.................................................................
7
A.
Inspection...................................................................................................................
7
B.
Re-Inspection..............................................................................................................7
C.
Correction...................................................................................................................8
3.2
Warranty of Work.......................................................................................................
8
A.
Scope of Warranty......................................................................................................
8
B.
Repairs; Extension of Warranty.................................................................................
8
C.
Subcontractor and Supplier Warranties......................................................................8
3.3
Owner's Right to Correct...........................................................................................
8
ARTICLE IV: FINANCIAL ASSURANCES........................................................................9
4.1
Bonds..........................................................................................................................9
4.2
Insurance.....................................................................................................................
9
4.3
Indemnification...........................................................................................................
9
ARTICLE V: PAYMENT.......................................................................................................9
5.1
Contract Price.............................................................................................................
9
5.2
Taxes and Benefits.....................................................................................................
9
5.3
Progress Payments....................................................................................................10
A.
Payment in Installments...........................................................................................10
B.
Pay Requests.............................................................................................................10
C.
Work Entire..............................................................................................................10
5.4
Final Acceptance and Final Payment.......................................................................10
A.
Notice of Completion...............................................................................................10
B.
Punch List and Final Acceptance.............................................................................10
C.
Final Payment...........................................................................................................10
5.5
Liens.........................................................................................................................11
A.
Title...........................................................................................................................11
B.
Waivers of Lien........................................................................................................11
C.
Removal of Liens.....................................................................................................11
D.
Protection of Owner Only........................................................................................11
5.6 Deductions................................................................................................................11
A. Owner's Right to Withhold...................................................................... ................11
B. Use of Withheld Funds.............................................................................................12
ARTICLE VI: DISPUTES AND REMEDIES.....................................................................12
6.1 Dispute Resolution Procedure..................................................................................12
A. Notice of Disputes and Objections........................................................................... 12
B. Negotiation of Disputes and Objections................................................................... 12
6.2 Contractor's Remedies............................................................................................. 13
6.3 Owner's Remedies....................................................................................................13
6.4 Owner's Additional Remedy for Delay....................................................................14
6.5 Terminations and Suspensions Deemed for Convenience.......................................14
ARTICLE VII: LEGAL RELATIONSHIPS AND REQUIREMENTS ...........................14
7.1 Binding Effect..........................................................................................................14
7.2 Relationship of the Parties........................................................................................15
7.3 No Collusion/Prohibited Interests............................................................................15
7.4 Assignment...............................................................................................................15
7.5 Confidential Information..........................................................................................15
7.6 No Waiver................................................................................................................16
7.7 No Third Party Beneficiaries....................................................................................16
7.8 Notices......................................................................................................................16
7.9 Governing Laws....................................................................................................... I7
7.10 Changes in Laws.......................................................................................................17
7.11 Compliance with Laws.............................................................................................17
A. Compliance Required............................................................................................... 17
B. Liability for Fines, Penalties.....................................................................................17
C. Prevailing Wage Act .......................
D. Required Provisions Deemed Inserted.....................................................................18
7.12 Compliance with Patents..........................................................................................18
A. Assumption of Costs, Royalties, and Fees...............................................................18
B. Effect of Contractor Being Enjoined........................................................................18
7.13 Time.......................................................................................................................... 18
7.14 Severability...............................................................................................................19
7.15 Entire Agreement......................................................................................................19
7.16 Amendments.............................................................................................................19
Contractor's Certification
Attachment A: Supplemental Schedule of Contract Ten -ns
Attachment B:
Specifications
Attachment C:
List of Drawings
Attachment D:
Special Project Requirements
Appendix 1:
Prevailing Wages
Appendix 2:
Foran of Performance Bond
Appendix 3:
Foran of Labor and Materials Bond
-iv-
VILLAGE OF OAK BROOK
CONTRACT FOR BUTLER GOVERNMENT CENTER LOWER
LEVEL RESTROOM RENOVATIONS PROJECT
In consideration of the mutual promises set forth below, the Village of Oak Brook, 1200
Oak Brook Road, Oak Brook, Illinois, 60523, an Illinois municipal corporation ("Owner"),
and a Corporation ("Contractor"), make
this Contract as of 2017 (the "Effective Date") and hereby
agree as follows;
ARTICLE I: THE WORK
1.1 Performance of the Work
Contractor, at its sole cost and expense, must provide, perfonn, and complete all of the
following, all of which is herein referred to as the "Work":
Labor Equipment, Materials and Su lies. Provide, perform, and complete, in
the manner described and specified in this Contract, all necessary work, labor,
services, transportation, equipment, materials, apparatus, machinery, tools, fuels,
gas, electric, water, waste disposal, information, data, and other means and items
necessary to accomplish the Project at the Work Site, both as defined in
Attaclunent A, in accordance with the specifications attached hereto as
Attaclunent B, the drawings identified in the list attached hereto as Attachment C,
and the Special Project Requirements attached hereto as Attachment D.
2. Pen -nits. Except as otherwise provided in Attachment A, procure and furnish all
permits, licenses, and other governmental approvals and authorizations necessary
in connection therewith.
3. Bonds and Insurance. Procure and famish all Bonds and all certificates of
insurance specified in this Contract.
4. Taxes. Pay all applicable federal, state, and local taxes.
5. Miscellaneous. Do all other things required of Contractor by this Contract,
including without limitation arranging for utility and other services needed for the
Work and for testing, including the installation of temporary utility lines, wiring,
switches, fixtures, hoses, connections, and meters, and providing sufficient
sanitary conveniences and shelters to accominodate all workers and all personnel
of Owner engaged in the Work.
-1-
CONTRACT
G. Qualit . Provide, perform, and complete all of the foregoing in a proper and
workmanlike manner, consistent with the highest standards of professional and
construction practices and in full compliance with, and as required by or pursuant
to, this Contract, and with the greatest economy, efficiency, and expedition
consistent therewith, with only new, undamaged and first quality equipment,
materials, and supplies.
1.2 Commencement and Completion Dates
Contractor must cormnence the Work not later than the "Commencement Date" set forth
on Attachment A and must diligently and continuously prosecute the Work at such a rate as will
allow the Work to be fully provided, performed, and completed in full compliance with this
Contract not later than the "Completion Date" set forth in Attachment A. The time of
commencement, rate of progress, and time of completion are referred to in this Contract as the
"Contract Tinge."
1.3 Required Submittals
A. Submittals Required. Contractor must submit to Owner all documents, data, and
information specifically required to be submitted by Contractor under this Contract and must, in
addition, submit to Owner all such drawings, specifications, descriptive information, and
engineering documents, data, and information as may be required, or as may be requested by
Owner, to show the details of the Work, including a complete description of all equipment,
materials, and supplies to be provided under this Contract ("Required Submittals"), Such details
must include, but are not limited to, design data, structural and operating features, principal
dimensions, space required or provided, clearances required or provided, type and brand of
finish, and all similar matters, for all components of the Work.
B. Number and Format. Contractor must provide three complete sets for each
Required Submittal. All Required Submittals must be prepared on white 8-1/2"x 11 " paper.
C. Time of Submission and Owner's Review. All Required Submittals must be
provided to Owner no later than the time, if any, specified in this Contract for their submission
or, if no time for submission is specified, in sufficient time, in Owner's sole opinion, to permit
Owner to review the same prior to the commencement of the part of the Work to which they
relate and prior to the purchase of any equipment, materials, or supplies that they describe.
Owner will have the right to require such corrections as may be necessary to make such
submittals conforin to this Contract. All such submittals will, after final processing and review
with no exception noted by Owner, become a part of this Contract. No Work related to any
submittal may be performed by Contractor until Owner has completed review of such submittal
with no exception noted. Owner's review and stamping of any Required Submittal will be for
the sole purpose of examining the general management, design, and details of the proposed
Work, does not relieve Contractor of the entire responsibility for the performance of the Work in
full compliance with, and as required by or pursuant to this Contract, and may not be regarded as
any assumption of risk or liability by Owner.
-2-
CONTRACT
D. Responsibility for Delay. Contractor is responsible for any delay in the Work due
to delay in providing Required Submittals conforming to this Contract.
1.4 Review and Interpretation of Contract Provisions
Contractor represents and warrants that it has carefully reviewed this Contract, including
all of its Attachments, and the drawings identified in Attachment C, all of which are by this
reference incorporated into and made a part of this Contract. Contractor must, at no increase in
the Contract Price, provide workmanship, equipment, materials, and supplies that fully conform
to this Contract. Whenever any equipment, materials or supplies are specified or described in
this Contract by using the name or other identifying feature of a proprietary product or the name
or other identifying feature of a particular manufacturer or vendor, the specific item mentioned is
understood as establishing the type, function and quality desired. Other manufacturers' or
vendors' products may be accepted, provided that the products proposed are equivalent in
substance and function to those named as determined by Owner in its sole and absolute
discretion.
Contractor must promptly notify Owner of any discrepancy, error, omission, ambiguity,
or conflict among any of the provisions of this Contract before proceeding with any Work
affected thereby. If Contractor fails to give such notice to Owner, then the subsequent decision
of Owner as to which provision of this Contract governs is final, and any corrective work
required does not entitle Contractor to any damages, to any compensation in excess of the
Contract Price, or to any delay or extension of the Contract Time.
When the equipment, materials, or supplies furnished by Contractor cannot be installed as
specified in this Contract, Contractor must, without any increase in the Contract Price, make all
modifications required to properly install the equipment, materials, or supplies. Any such
modification is subject to the prior review and consent of Owner.
1.5 Conditions at the Work Site, Record Drawin-as
Contractor represents and warrants that it has had a sufficient opportunity to conduct a
thorough investigation of the Work Site and the surrounding area and has completed such
investigation to its satisfaction. Contractor will have no claim for damages, for compensation in
excess of the Contract Price, or for a delay or extension of the Contract Time based upon
conditions found at, or in the vicinity of, the Work Site. When inforination pertaining to
subsurface, underground or other concealed conditions, soils analysis, borings, test pits, utility
locations or conditions, buried structures, condition of existing structures, and other
investigations is or has been provided by Owner, or is or has been otherwise made available to
Contractor by Owner, such information is or has been provided or made available solely' for the
convenience of Contractor and is not part of this Contract. Owner assumes no responsibility
whatever in respect to the sufficiency or accuracy of such information, and there is no guaranty
or warranty, either expressed or implied, that the conditions indicated are representative of those
existing throughout the Work or the Work Site, or that the conditions indicated are representative
of those existing at any particular location, or that the conditions indicated may not change, or
that unanticipated conditions may not be present.
-3-
CONTRACT
Contractor is solely responsible for locating all existing underground installations by
prospecting no later than two workdays prior to any scheduled excavation or trenching,
whichever is earlier. Contractor must check all dimensions, elevations, and quantities indicated
in this Contract within the same time period as set forth above for prospecting underground
installations. Contractor must lay out the Work in accordance with this Contract and must
establish and maintain such locations, lines and levels. Wherever pre-existing work is
encountered, Contractor must verify and be responsible for dimensions and location of such pre-
existing work. Contractor must notify Owner of any discrepancy between the dimensions,
elevations and quantities indicated in this Contract and the conditions of the Work Site or any
other errors, omissions or discrepancies which Contract may discover during such inspections.
Full instructions will be furnished by Owner should such error, omission, or discrepancy be
discovered, and Contractor must carry out such instructions as if originally specified and without
any increase in Contract Price.
Before Final Acceptance of the Work, Contractor must submit to Owner two sets of
Drawings of Record, unless a greater number is specified elsewhere in this Contract, indicating
all field deviations from Attachment B or the drawings identified in Attachment C.
1.6 Technical Ability to Perform
Contractor represents and warrants that it is sufficiently experienced and competent, and
has the necessary capital, facilities, plant, organization, and staff, to provide, perform and
complete the Work in full compliance with, and as required by or pursuant to, this Contract.
1.7 Financial Ability to Perform
Contractor represents and warrants that it is financially solvent, and Contractor has the
financial resources necessary to provide, perform and complete the Work in full compliance
with, and as required by or pursuant to, this Contract.
1.8 Time
Contractor represents and warrants that it is ready, willing, able and prepared to begin the
Work on the Commencement Date and that the Contract Time is sufficient time to permit
completion of the Work in full compliance with, and as required by or pursuant to, this Contract
for the Contract Price, all with due regard to all natural and man-made conditions that may affect
the Work or the Work Site and all difficulties, hindrances, and delays that may be incident to the
Work.
1.9 Safety at the Work Site
Contractor is solely and completely responsible for providing and maintaining safe
conditions at the Work Site, including the safety of all persons and property during performance
of the Work. This requirement applies continuously and is not limited to normal working hours.
-4-
CONTRACT
Contractor must take all safety precautions as necessary to comply with all applicable laws and
to prevent injury to persons and damage to property.
Contractor must conduct all of its operations without interruption or interference with
vehicular and pedestrian traffic on public and private rights-of-way, unless it has obtained
permits therefor from the proper authorities. If any public or private right-of-way are rendered
unsafe by Contractor's operations, Contractor must make such repairs or provide such temporary
ways or guards as are acceptable to the proper authorities.
1.10 Cleanliness of the Work Site and Environs
Contractor must keep the Work Site and adjacent areas clean at all times during
performance of the Work and must, upon completion of the Work, leave the Work Site and
adjacent areas in a clean and orderly condition.
1.11 Dama a to the Work the Work Site and Other Propert
The Work and everything pertaining thereto is provided, performed, completed, and
maintained at the sole risk and cost of Contractor from the Commencement Date until Final
Payment. Contractor is fully responsible for the protection of all public and private property and
all persons. Without limiting the foregoing, Contractor must, at its own cost and expense,
provide all permanent and temporary shoring, anchoring and bracing required by the nature of
the Work in order to make all parts absolutely stable and rigid, even when such shoring,
anchoring and bracing is not explicitly specified, and support and protect all buildings, bridges,
roadways, conduits, wires, water pipes, gas pipes, sewers, pavements, curbs, sidewalks, fixtures
and landscaping of all kinds and all other public or private property that may be encountered or
endangered in providing, performing and completing the Work. Contractor will have no claim
against Owner because of any damage or loss to the Work or to Contractor's equipment,
materials, or supplies from any cause whatsoever, including damage or loss due to simultaneous
work by others. Contractor inust, promptly and without charge to Owner, repair or replace, to
the satisfaction of Owner, any damage done to, and any loss suffered by, the Work and any
damage done to, and any loss suffered by, the Work Site or other property as a result of the
Work. Notwithstanding any other provision of this Contract, Contractor's obligations under this
Section exist without regard to, and may not be construed to be waived by, the availability or
unavailability of any insurance, either of Owner or Contractor, to indemnify, hold harmless, or
reimburse Contractor for the cost of any repair or replacement work required by this Section.
1.12 Subcontractors and Suppliers
A. Approval and Use of Subcontractors and Suppliers. Contractor must perform the
Work with its own personnel and under the management, supervision, and control of its own
organization unless otherwise approved by Owner in writing. All subcontractors, suppliers, and
subcontracts used by Contractor must be acceptable to, and approved in advance by, Owner.
Owner's approval of any subcontractor, supplier, and subcontract does not relieve Contractor of
full responsibility and liability for the provision, performance, and completion of the Work in
full compliance with, and as required by or pursuant to, this Contract. All Work performed
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under any subcontract is subject to all of the provisions of this Contract in the same manner as if
performed by employees of Contractor. Every reference in this Contract to "Contractor" is
deemed also to refer to all subcontractors and suppliers of Contractor. Every subcontract must
include a provision binding the subcontractor or supplier to all provisions of this Contract.
B. Removal of Subcontractors and Suppliers. If any subcontractor or supplier fails
to perform the part of the Work undertaken by it in a manner satisfactory to Owner, Contractor
must immediately upon notice from Owner terminate such subcontractor or supplier. Contractor
will have no claim for damages, for compensation in excess of the Contract Price, or for a delay
or extension of the Contract Time as a result of any such termination.
1.13 Simultaneous Work By Others
Owner has the right to perform or have perfonned such other work as Owner may desire
in, about, or near the Work Site during the performance of the Work by Contractor. Contractor
must make every reasonable effort to perform the Work in such manner as to enable both the
Work and such other work to be completed without hindrance or interference from each other.
Contractor must afford Owner and other contractors reasonable opportunity for the execution of
such other work and must properly coordinate the Work with such other work.
1.14 Occupancy Prior to Final Payment
Owner will have the right, at its election, to occupy, use, or place in service any part of
the Work prior to Final Payment. Such occupancy, use, or placement in service must be
conducted in such manner as not to damage any of the Work or to unreasonably interfere with
the progress of the Work. No such occupancy, use, or placement in service may be construed as
an acceptance of any of the Work or a release or satisfaction of Contractor's duty to insure and
protect the Work, nor may it, unless conducted in an unreasonable manner, be considered as an
interference with Contractor's provision, performance, or completion of the Work.
1.15 Owner's Right to Terminate or Suspend Work for Convenience
A. Termination or Suspension for Convenience. Owner has the right, for its
convenience, to terminate or suspend the Work in whole or in part at any time by written notice
to Contractor. Every such notice must state the extent and effective date of such termination or
suspension. On such effective date, Contractor must, as and to the extent directed, stop Work
under this Contract, cease all placement of further orders or subcontracts, terminate or suspend
Work under existing orders and subcontracts, cancel any outstanding orders or subcontracts that
may be cancelled, and take any action necessary to protect any property in its possession in
which Owner has or may acquire any interest and to dispose of such property in such manner as
may be directed by Owner.
B. Payment for Completed Work. In the event of any termination pursuant to
Subsection 1.15A above, Owner must pay Contractor ( 1) such direct costs, excluding overhead,
as Contractor has paid or incurred for all Work done in compliance with, and as required by or
pursuant to, this Contract up to the effective date of termination together with ten percent of such
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costs for overhead and profit; and (2) such other costs pertaining to the Work, exclusive of
overhead and profit, as Contractor may have reasonably and necessarily incurred as the result of
such termination. Any such payment may be offset by any prior payment or payinents and is
subject to Owner's rights to withhold and deduct as provided in this Contract.
ARTICLE II: CHANGES AND DELAYS
2.1 Changes
Owner has the right, by written order executed by Owner, to make changes in the
Contract, the Work, the Work Site, and the Contract Time ("Change Order"). If any Change
Order causes an increase or decrease in the amount of the Work, an equitable adjustment in the
Contract Price or Contract Time may be made. All claims by Contractor for an equitable
adjustment in either the Contract Price or the Contract Time must be made within two business
days following receipt of such Change Order, and may, if not made prior to such time, be
conclusively deemed to have been waived. No decrease in the amount of the Work caused by
any Change Order will entitle Contractor to make any claim for damages, anticipated profits, or
other compensation.
2.2 Delays
A. Extensions for Unavoidable Delays. For any delay that may result from causes
that could not be avoided or controlled by Contractor, Contractor must, upon timely written
application, be entitled to issuance of a Change Order providing for an extension of the Contract
Time for a period of time equal to the delay resulting from such unavoidable cause. No
extension of the Contract Time will be allowed for any other delay in completion of the Work.
B. No Compensation for Delays. No payment, compensation, damages, or
adjustment of any kind, other than the extension of the Contract Time provided in Subsection
2.2A above, may be made to, or claimed by, Contractor because of hindrances or delays from
any cause in the commencement, prosecution, or completion of the Work, whether caused by
Owner or any other party and whether avoidable or unavoidable.
ARTICLE III: CONTRACTOR'S RESPONSIBILITY FOR
DEFECTIVE WORK
3.1 fns ection• Testin •Correction of Defects
A. Inspection. Until Final Payment, all parts of the Work are subject to inspection
and testing by Owner or its designated representatives. Contractor must furnish, at its own
expense, all reasonable access, assistance, and facilities required by Owner for such inspection
and testing.
B. Re -Inspection. Re -inspection and re -testing of any Work may be ordered by
Owner at any time, and, if so ordered, any covered or closed Work must be uncovered or opened
by Contractor. If the Work is found to be in full compliance with this Contract, then Owner must
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pay the cost of uncovering, opening, re -inspecting, or re -testing, as the case may be. If such
Work is not in full compliance with this Contract, then Contractor must pay such cost.
C. Correction. Until Final Payment, Contractor must, promptly and without charge,
repair, correct, or replace all or any part of the Work that is defective, damaged, flawed, or
unsuitable or that in any way fails to conform strictly to the requirements of this Contract.
3.2 Warranty of Work
A. Scope of Warranty. Contractor warrants that the Work and all of its components
will be free from defects and flaws in design, workmanship, and materials; must strictly conform
to the requirements of this Contract; and will be fit, sufficient, and suitable for the purposes
expressed in, or reasonably inferred from, this Contract. The warranty herein expressed is in
addition to any other warranties expressed in this Contract, or expressed or implied by law,
which are hereby reserved unto Owner.
B. Repairs; Extension of Warranty. Contractor, promptly and without charge, must
correct any failure to fulfill the above warranty that may be discovered or develop at any time
within one year after Final Payment or such longer period as may be prescribed in Attachment B
or Attachment D to this Contract or by law. The above warranty may be extended automatically
to cover all repaired and replacement parts and labor provided or performed under such warranty
and Contractor's obligation to correct Work may be extended for a period of one year from the
date of such repair or replacement. The time period established in this Subsection 3.2B relates
only to the specific obligation of Contractor to correct Work and may not be construed to
establish a period of limitation with respect to other obligations that Contractor has under this
Contract.
C. Subcontractor and Supplier Warranties. Whenever Attachment B or Attachment
D requires a subcontractor or supplier to provide a guaranty or warranty, Contractor is solely
responsible for obtaining said guaranty or warranty in form satisfactory to Owner and assigning
said warranty or guaranty to Owner. Acceptance of any assigned warranties or guaranties by
Owner is a precondition to Final Payment and does not relieve Contractor of any of its guaranty
or warranty obligations under this Contract.
3.3 Owner's Right to Correct
If, within two business days after Owner gives Contractor notice of any defect, damage,
flaw, unsuitability, nonconformity, or failure to meet warranty subject to correction by
Contractor pursuant to Section 3.1 or Section 3.2 of this Contract, Contractor neglects to make,
or undertake with due diligence to make, the necessary corrections, then Owner is entitled to
make, either with its own forces or with contract forces, the corrections and to recover from
Contractor all resulting costs, expenses, losses, or damages, including attorneys' fees and
administrative expenses.
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ARTICLE IV: FINANCIAL ASSURANCES
4.1 Bonds
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Contemporaneous with Contractor's execution of this Contract, Contractor must provide
a Performance Bond and a Labor and Material Payment Bond, on forms provided by, or
otherwise acceptable to, Owner, from a surety company licensed to do business in the State of
Illinois with a general rating of A and a financial size category of Class X or better in Best's
Insurance Guide, each in the penal sum of the Contract Price ("Bonds"). Contractor, at all times
while providing, performing, or completing the Work, including, without limitation, at all times
while correcting any failure to meet warranty pursuant to Section 3.2 of this Contract, must
maintain and keep in force, at Contractor's expense, the Bonds required hereunder.
4.2 Insurance
Contractor hereby agrees and will, at its expense, carry insurance pursuant to the terms,
conditions, and coverages set forth in Attachment A.
4.3 Indemnification
Contractor hereby agrees to and will indemnify and save harmless Owner and all of it
elected officials, officers, employees, attorneys, agents, and representatives against any and all
lawsuits, claims, demands, damages, liabilities, losses, and expenses, including attorneys' fees
and administrative expenses, that may arise, or be alleged to have arisen, out of or in connection
with Contractor's performance of, or failure to perforin, the Work or any part thereof, whether or
not due or claimed to be due in whole or in part to the active, passive, or concurrent negligence
or fault of Contractor, except to the extent caused solely by the negligence of Owner.
ARTICLE V: PAYMENT
5.1 Contract Price
Owner must pay to Contractor, in accordance with and subject to the terms and
conditions set forth in this Article V and Attachment A, and Contractor must accept in full
satisfaction for providing, performing, and completing the Work, the amount or amounts set
forth in Attachment A (the "Contract Price"), subject to any additions, deductions, or
withholdings provided for in this Contract.
5.2 Taxes and Benefits
Owner is exempt from and will not be responsible to pay, or reimburse Contractor for,
any state or local sales, use, or excise taxes. The Contract Price includes all other applicable
federal, state, and local taxes of every kind and nature applicable to the Work as well as all taxes,
contributions, and premiums for unemployment insurance, old age or retirement benefits,
pensions, annuities, or other similar benefits. All claim or right to claim additional compensation
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by reason of the payment of any such tax, contribution, or premium is hereby waived and
released by Contractor.
5.3 Progress Payments
A. Payment in Installments. The Contract Price must be paid in monthly
installments in the manner set forth in Attachment A ("Progress Payments"),
B. Pay Requests. The Village of Oak Brook authorizes the payment of invoices on
the second and fourth Tuesday of the month. For consideration on one of these dates, payment
request must be received no later than fourteen (14) days prior to the second or fourth Tuesday of
the month. Each Pay Request must include (a) Contractor's certification of the value of; and
partial or final waivers of lien covering, all Work for which payment is then requested and
(b) Contractor's certification that all prior Progress Payments have been properly applied to the
payment or reimbursement of the costs with respect to which they were paid.
C. Work Entire. This Contract and the Work are entire and the Work as a whole is
of the essence of this Contract. Notwithstanding any other provision of this Contract, each and
every part of this Contract and of the Work are interdependent and common to one another and
to Owner's obligation to pay all or any part of the Contract Price or any other consideration for
the Work. Any and all Progress Payments made pursuant to this Article are provided merely for
the convenience of Contractor and for no other purpose.
5.4 Final Acceptance and Final Payment
A. Notice of Completion. When the Work has been completed and is ready in all
respects for acceptance by Owner, Contractor must notify Owner and request a final inspection
("Notice of Completion"). Contractor's Notice of Completion must be given sufficiently in
advance of the Completion Date to allow for scheduling of the final inspection and for
completion or correction before the Completion Date of any items identified by such inspection
as being defective, damaged, flawed, unsuitable, nonconforining, incomplete, or otherwise not in
full compliance with, or as required by or pursuant to, this Contract ("Punch List Work").
B. Punch List and Final Acceptance. The Work may be finally accepted when, and
only when, the whole and all parts thereof have been completed to the satisfaction of Owner in
full compliance with, and as required by or pursuant to, this Contract. Upon receipt of
Contractor's Notice of Completion, Owner must make a review of the Work and notify
Contractor in writing of all Punch List Work, if any, to be completed or corrected. Following
Contractor's completion or correction of all Punch List Work, Owner must make another review
of the Work and prepare and deliver to Contractor either a written notice of additional Punch List
Work to be completed or corrected or a written notice of final acceptance of the Work ("Final
Acceptance").
C. Final Payment. As soon as practicable after Final Acceptance, Contractor must
submit to Owner a properly completed final Pay Request in the form provided by Owner ("Final
Pay Request"). Owner must pay to Contractor the balance of the Contract Price, after deducting
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therefrom all charges against Contractor as provided for in this Contract ("Final Payment").
Final Payment must be made not later than 60 days after Owner approves the Final Pay Request.
The acceptance by Contractor of Final Payment will operate as a full and complete release of
Owner of and from any and all lawsuits, claims, demands, damages, liabilities, losses, and
expenses of, by, or to Contractor for anything done, furnished for, arising out of, relating to, or in
connection with the Work or for or on account of any act or neglect of Owner arising out of,
relating to, or in connection with the Work.
5.5 Liens
A. Title. Nothing in this Contract may be construed as vesting in Contractor any
right of property in any equipment, materials, supplies, and other items provided under this
Contract after they have been installed in, incorporated into, attached to, or affixed to, the Work
or the Work Site. All such equipment, materials, supplies, and other items will, upon being so
installed, incorporated, attached or affixed, become the property of Owner, but such title will not
release Contractor from its duty to insure and protect the Work in accordance with the
requirements of this Contract.
B. Waivers of Lien. Contractor must, from time to time at Owner's request and in
any event prior to Final Payment, furnish to Owner such receipts, releases, affidavits, certificates,
and other evidence as may be necessary to establish, to the reasonable satisfaction of Owner, that
no lien against the Work or the public funds held by Owner exists in favor of any person
whatsoever for or by reason of any equipment, material, supplies, or other item furnished, labor
perfonned, or other thing done in connection with the Work or this Contract ("Lien") and that no
right to file any Lien exists in favor of any person whatsoever.
C. Removal of Liens. If at any time any notice of any Lien is filed, then Contractor
must, promptly and without charge, discharge, remove, or otherwise dispose of such Lien. Until
such discharge, removal, or disposition, Owner will have the right to retain from any money
payable hereunder an amount that Owner, in its sole judgment, deems necessary to satisfy such
Lien and to pay the costs and expenses, including attorneys' fees and administrative expenses, of
any actions brought in connection therewith or by reason thereof.
D. Protection of Owner Only. This Section does not operate to relieve Contractor's
surety or sureties from any of their obligations under the Bonds, nor may it be deemed to vest
any right, interest, or entitlement in any subcontractor or supplier. Owner's retention of funds
pursuant to this Section is deemed solely for the protection of its own interests pending removal
of such Liens by Contractor, and Owner will have no obligation to apply such funds to such
removal but may, nevertheless, do so where Owner's interests would thereby be served.
5.6 Deductions
A. Owner's Right to Withhold. Notwithstanding any other provision of this Contract
and without prejudice to any of Owner's other rights or remedies, Owner will have the right at
any time or times, whether before or after approval of any Pay Request, to deduct and withhold
from any Progress or Final Payment that may be or become due under this Contract such amount
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as may reasonably appear necessary to compensate Owner for any actual or prospective loss due
to: (1) Work that is defective, damaged, flawed, unsuitable, nonconforming, or incomplete;
(2) damage for which Contractor is liable under this Contract; (3) state or local sales, use, or
excise taxes from which Owner is exempt; (4) Liens or claims of Lien regardless of merit;
(5) claims of subcontractors, suppliers, or other persons regardless of merit; (6) delay in the
progress or completion of the Work; (7) inability of Contractor to complete the Work; (8) failure
of Contractor to properly complete or document any Pay Request; (9) any other failure of
Contractor to perform any of its obligations under this Contract; or (10) the cost to Owner,
including attorneys' fees and administrative costs, of correcting any of the aforesaid matters or
exercising any one or more of Owner's remedies set forth in Section 6.3 of this Contract.
B. Use of Withheld Funds. Owner is entitled to retain any and all amounts withheld
pursuant to Subsection 5.6A above until Contractor has either performed the obligations in
question or furnished security for such performance satisfactory to Owner. Owner is entitled to
apply any money withheld or any other money due Contractor under this Contract to reimburse
itself for any and all costs, expenses, losses, damages, liabilities, suits, judgments, awards,
attorneys' fees and administrative expenses incurred, suffered, or sustained by Owner and
chargeable to Contractor under this Contract.
ARTICLE VI: DISPUTES AND REMEDIES
6.1 Dispute Resolution Procedure
A. Notice of Disputes and Objections. If Contractor disputes or objects to any
requirement, direction, instruction, interpretation, detennination, or decision of Owner,
Contractor may notify Owner in writing of its dispute or objection and of the amount of any
equitable adjustment to the Contract Price or Contract Time to which Contractor claims it will be
entitled as a result thereof; provided, however, that Contractor must, nevertheless, proceed
without delay to perform the Work as required, directed, instructed, interpreted, determined, or
decided by Owner, without regard to such dispute or objection. Unless Contractor so notifies
Owner within two business days after receipt of such requirement, direction, instruction,
interpretation, determination, or decision, Contractor is conclusively deemed to have waived all
such disputes or objections and all claims based thereon.
B. Negotiation of Dis utes and Objections. To avoid and settle without litigation
any such dispute or objection, Owner and Contractor agree to engage in good faith negotiations.
Within three business days after Owner's receipt of Contractor's written notice of dispute or
objection, a conference between Owner and Contractor will be held to resolve the dispute.
Within three business days after the end of the conference, Owner must render its final decision,
in writing, to Contractor. if Contractor objects to the final decision of Owner, then it must,
within three business days, give Owner notice thereof and, in such notice, must state its final
demand for settlement of the dispute. Unless Contractor so notifies Owner, Contractor will be
conclusively deemed (1) to have agreed to and accepted Owner's final decision and (2) to have
waived all claims based on such final decision.
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6.2 Contractor's Remedies
If Owner fails or refuses to satisfy a final demand made by Contractor pursuant to
Section 6.1 of this Contract, or to otherwise resolve the dispute which is the subject of such
demand to the satisfaction of Contractor, within 10 days after receipt of such demand, then
Contractor will be entitled to pursue such remedies, not inconsistent with the provisions of this
Contract, as it may have in law or equity.
6.3 Owner's Remedies
If it should appear at any time prior to Final Payment that Contractor has failed or refused
to prosecute, or has delayed in the prosecution of, the Work with diligence at a rate that assures
completion of the Work in full compliance with the requirements of this Contract on or before
the Completion Date, or has attempted to assign this Contract or Contractor's rights under this
Contract, either in whole or in part, or has falsely made any representation or warranty in this
Contract, or has otherwise failed, refused, or delayed to perform or satisfy any other requirement
of this Contract or has failed to pay its debts as they come due ("Event of Default"), and has
failed to cure any such Event of Default within five business days after Contractor's receipt of
written notice of such Event of Default, then Owner will have the right, at its election and
without prejudice to any other remedies provided by law or equity, to pursue any one or more of
the following remedies:
1. Owner may require Contractor, within such reasonable time as may be fixed by
Owner, to complete or correct all or any part of the Work that is defective,
damaged, flawed, unsuitable, nonconforming, or incomplete; to remove from the
Work Site any such Work; to accelerate all or any part of the Work; and to take
any or all other action necessary to bring Contractor and the Work into strict
compliance with this Contract.
2. Owner may perform or have performed all Work necessary for the
accomplishment of the results stated in Paragraph I above and withhold or
recover from Contractor all the cost and expense, including attorneys' fees and
administrative costs, incurred by Owner in connection therewith.
3. Owner may accept the defective, damaged, flawed, unsuitable, nonconforming,
incomplete, or dilatory Work or part thereof and make an equitable reduction in
the Contract Price.
4. Owner may terminate this Contract without liability for further payment of
amounts due or to become due under this Contract.
5. Owner may, without terminating this Contract, terminate Contractor's rights
under this Contract and, for the purpose of completing or correcting the Work,
evict Contractor and take possession of all equipment, materials, supplies, tools,
appliances, plans, specifications, schedules, manuals, drawings, and other papers
relating to the Work, whether at the Work Site or elsewhere, and either complete
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or correct the Work with its own forces or contracted forces, all at Contractor's
expense.
6. Upon any termination of this Contract or of Contractor's rights under this
Contract, and at Owner's option exercised in writing, any or all subcontracts and
supplier contracts of Contractor will be deemed to be assigned to Owner without
any further action being required, but Owner may not thereby assume any
obligation for payments due under such subcontracts and supplier contracts for
any Work provided or performed prior to such assignment.
7. Owner may withhold from any Progress Payment or Final Payment, whether or
not previously approved, or may recover from Contractor, any and all costs,
including attorneys' fees and administrative expenses, incurred by Owner as the
result of any Event of Default or as a result of actions taken by Owner in response
to any Event of Default.
S. Owner may recover any damages suffered by Owner.
6.4 Owner's Additional Remedy for Delay
If the Work is not completed by Contractor, in full compliance with, and as required by
or pursuant to, this Contract, within the Contract Time as such time may be extended by Change
Order, then Owner may invoke its remedies under Section 6.3 of this Contract or may, in the
exercise of its sole and absolute discretion, permit Contractor to complete the Work but charge to
Contractor, and deduct from any Progress or Final Payments, whether or not previously
approved, administrative expenses and costs for each day completion of the Work is delayed
beyond the Completion Date, computed on the basis of the "Per Diem Administrative Charge"
set forth in Attachment A, as well as any additional damages caused by such delay.
6.5 Terminations and Suspensions Deemed for Convenience
Any termination or suspension of Contractor's rights under this Contract for an alleged
default that is ultimately held unjustified will automatically be deemed to be a termination or
suspension for the convenience of Owner under Section 1.15 of this Contract.
ARTICLE VII: LEGAL RELATIONSHIPS
AND REQUIREMENTS
7.1 Bindinu Effect
This Contract is binding on Owner and Contractor and on their respective heirs,
executors, administrators, personal representatives, and permitted successors and assigns. Every
reference in this Contract to a party is deemed to be a reference to the authorized officers,
employees, agents, and representatives of such party.
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7.2 Relationship of the Parties
Contractor will act as an independent contractor in providing and performing the Work.
Nothing in, nor done pursuant to, this Contract may be construed (1) to create the relationship of
principal and agent, partners, or joint venturers between Owner and Contractor or (2) except as
provided in Paragraph 6.3(6) above, to create any relationship between Owner and any
subcontractor or supplier of Contractor.
7.3 No Collusion/Prohibited Interests
Contractor hereby represents that the only persons, firms, or corporations interested in
this Contract as principals are those disclosed to Owner prior to the execution of this Contract,
and that this Contract is made without collusion with any other person, firm, or corporation. If at
any time it is found that Contractor has, in procuring this Contract, colluded with any other
person, firm, or corporation, then Contractor will be liable to Owner for all loss or damage that
Owner may suffer thereby, and this Contract will, at Owner's option, be null and void.
Contractor hereby represents and warrants that neither Contractor nor any person
affiliated with Contractor or that has an economic interest in Contractor or that has or will have
an interest in the Work or will participate, in any manner whatsoever, in the Work is acting,
directly or indirectly, for or on behalf of any person, group, entity or nation named by the United
States Treasury Department as a Specially Designated National and Blocked Person, or for or on
behalf of any person, group, entity or nation designated in Presidential Executive Order 13224 as
a person who commits, threatens to cormnit, or supports terrorism, and neither Contractor nor
any person affiliated with Contractor or that has an economic interest in Contractor or that has or
will have an interest in the Work or will participate, in any manner whatsoever, in the Work is,
directly or indirectly, engaged in, or facilitating, the Work on behalf of any such person, group,
entity or nation.
7.4 Assignment
Contractor may not (1) assign this Contract in whole or in part, (2) assign any of
Contractor's rights or obligations under this Contract, or (3) assign any payment due or to
become due under this Contract without the prior express written approval of Owner, which
approval may be withheld in the sole and unfettered discretion of Owner; provided, however,
that Owner's prior written approval will not be required for assignments of accounts, as defined
in the Illinois Commercial Code, if to do so would violate Section 9-318 of the Illinois
Commercial Code, 810 ILCS 519-318. Owner may assign this Contract, in whole or in part., or
any or all of its rights or obligations under this Contract, without the consent of Contractor.
7.5 Confidential Information
All information supplied by Owner to Contractor for or in connection with this Contract
or the Work must be held confidential by Contractor and may not, without the prior express
written consent of Owner, be used for any purpose other than performance of the Work.
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7.6 No Waiver
No examination, inspection, investigation, test, measurement, review, determination,
decision, certificate, or approval by Owner, nor any order by Owner for the payment of money,
nor any payment for, or use, occupancy, possession, or acceptance of, the whole or any part of
the Work by Owner, nor any extension of time granted by Owner, nor any delay by Owner in
exercising any right under this Contract, nor any other act or omission of Owner may constitute
or be deemed to be an acceptance of any defective, damaged, flawed, unsuitable, nonconforming
or incomplete Work, equipment, materials, or supplies, nor operate to waive or otherwise
diminish the effect of any warranty or representation made by Contractor; or of any requirement
or provision of this Contract; or of any remedy, power, or right of Owner.
7.7 No Third Partv Beneficiaries
No claim as a third party beneficiary under this Contract by any person, firm, or
corporation other than Contractor may be made or be valid against Owner.
7.8 Notices
All notices required or permitted to be given under this Contract must be in writing and
are deemed received by the addressee thereof when delivered in person on a business day at the
address set forth below or on the third business day after being deposited in any main or branch
United States post office, for delivery at the address set forth below by properly addressed,
postage prepaid, certified or registered mail, return receipt requested.
Notices and communications to Owner must be addressed to, and delivered at, the
following address:
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
Attention: Doug Patchin, Public Works Director
Notices and communications to Contractor must be addressed to, and delivered at, the
following address:
The foregoing may not be deemed to preclude the use of other non -oral means of
notification or to invalidate any notice properly given by any such other non -oral means.
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By notice complying with the requirements of this Section, Owner and Contractor each
have the right to change the address or addressee or both for all future notices to it, but no notice
of a change of address is effective until actually received.
7.9 GoverninM Laws
This Contract and the rights of Owner and Contractor under this Contract will be
interpreted according to the internal laws, but not the conflict of laws rules, of the State of
Illinois; venue for any action related to this Contract will be in the Circuit Court of DuPage
County, Illinois.
7.10 Changes in Laws
Unless otherwise explicitly provided in this Contract, any reference to laws includes such
laws as they may be amended or modified from time to time.
711 Compliance with Laws
A. Compliance Required. Contractor must give all notices, pay all fees, and take all
other action that may be necessary to ensure that the Work is provided, performed, and
completed in accordance with all required governmental permits, licenses or other approvals and
authorizations that may be required in connection with providing, performing, and completing
the Work, and with all applicable statutes, ordinances, rules, and regulations, including without
limitation the Illinois Prevailing Wage Act, 820 ILCS 130/0.01 et seq. (see Subsection C of this
Section) (a copy of the prevailing rate of wages ascertained by the Illinois Department of Labor,
in effect as of the date of this Contract, has been attached as an Appendix to this Contract; if the
Illinois Department of Labor revises the prevailing rate of hourly wages to be paid, the revised
rate applies to this Contract); any other applicable prevailing wage laws; the Fair Labor
Standards Act; any statutes regarding qualification to do business; any statutes requiring
preference to laborers of specified classes; the Illinois Steel Products Procurement Act, 30 ILCS
565/1 et seq.; any statutes prohibiting discrimination because of, or requiring affirmative action
based on, race, creed, color, national origin, age, sex, or other prohibited classification,
including, without limitation, the Americans with Disabilities Act of 1990, 42 U.S.C. §§ 12101
et seq., the Illinois Human Rights Act, 775 ILCS 5/1-101 et seq., and the Public Works
Discrimination Act, 775 ILCS 1010.01 et seq.; and any statutes regarding safety or the
performance of the Work, including the Illinois Underground Utility Facilities Damage
Prevention Act, 220 ILCS 50/1 et seq., and the Occupational Safety and Health Act of 1970, 29
U.S.C. §§ 651 et seq.
B. Liability for Fines, Penalties. Contractor is solely liable for any fines or civil
penalties that are imposed by any governmental or quasi -governmental agency or body that may
arise, or be alleged to have arisen, out of or in connection with Contractor's, or its
subcontractors' or suppliers', performance of, or failure to perform, the Work or any part thereof.
C. Prevailing Wage Act. Contractor and each subcontractor, in order to comply with
the Prevailing Wage Act, 820 ILCS 13010.01 et seq. (the "Act"), must submit to the Village a
-17-
CONTRACT
certified payroll on a monthly basis, in accordance with Section 5 of the Act. The certified
payroll must consist of a complete copy of those records required to be made and kept by the
Act. The certified payroll must be accompanied by a statement signed by the contractor or
subcontractor that certifies that (1) such records are true and accurate, (2) the hourly rate paid is
not less than the general prevailing rate of hourly wages required by the Act, and (3) the
contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false
is a Class B misdemeanor. Contractor may rely on the certification of a subcontractor, provided
that Contractor does not knowingly rely on a subcontractor's false certification. On two business
days' notice, Contractor and each subcontractor must make available for inspection the records
required to be made and kept by the Act (i) to the Village and its officers and agents and to the
Director of the Illinois Department of Labor and his or her deputies and agents and (ii) at all
reasonable hours at a location within the State.
D. Required Provisions Deemed Inserted. Every provision of law required by law to
be inserted into this Contract is deemed to be inserted herein.
7.12 Compliance with Patents
A. Assumption of Costs Royalties, and Fees. Contractor will pay or cause to be paid
all costs, royalties, and fees arising from the use on, or the incorporation into, the Work, of
patented equipment, materials, supplies, tools, appliances, devices, processes, or inventions.
B. Effect of Contractor Being Enjoined. Should Contractor be enjoined from
furnishing or using any equipment, materials, supplies, tools, appliances, devices, processes, or
inventions supplied or required to be supplied or used under this Contract, Contractor must
promptly offer substitute equipment, materials, supplies, tools, appliances, devices, processes, or
inventions in lieu thereof, of equal efficiency, quality, suitability, and market value, for review
by Owner. If Owner should disapprove the offered substitutes and should elect, in lieu of a
substitution, to have supplied, and to retain and use, any such equipment, materials, supplies,
tools, appliances, devices, processes, or inventions as may by this Contract be required to be
supplied, Contractor must pay such royalties and secure such valid licenses as may be requisite
and necessary for Owner to use such equipment, materials, supplies, tools, appliances, devices,
processes, or inventions without being disturbed or in any way interfered with by any proceeding
in law or equity on account thereof. Should Contractor neglect or refuse to make any approved
substitution promptly, or to pay such royalties and secure such licenses as may be necessary,
then Owner will have the right to make such substitution, or Owner may pay such royalties and
secure such licenses and charge the cost thereof against any money due Contractor from Owner
or recover the amount thereof from Contractor and its surety or sureties notwithstanding that
Final Payment may have been made.
7.13 Time
The Contract Time is of the essence of this Contract. Except where otherwise stated,
references in this Contract to days is construed to refer to calendar days.
_18_
CONTRACT
7.14 Severabili
The provisions of this Contract will be interpreted when possible to sustain their legality
and enforceability as a whole. In the event any provision of this Contract is held invalid, illegal,
or unenforceable by a court of competent jurisdiction, in whole or in part, neither the validity of
the remaining part of such provision, nor the validity of any other provisions of this Contract will
be in any way affected thereby.
7.15 Entire Agreement
This Contract sets forth the entire agreement of Owner and Contractor with respect to the
accomplishment of the Work and the payment of the Contract Price therefor, and there are no
other understandings or agreements, oral or written, between Owner and Contractor with respect
to the Work and the compensation therefor.
7.16 Amendments
No modification, addition, deletion, revision, alteration or other change to this Contract is
effective unless and until such change is reduced to writing and executed and delivered by
Owner and Contractor.
[SIGNATURE PAGE FOLLOWS]
-19-
CONTRACT
IN WITNESS WHEREOF, Owner and Contractor have caused this Contract to be
executed by their properly authorized representatives in two original counterparts as of the
Effective Date.
VILLAGE OF OAK BROOK
By:
Name:
Title:
Attest:
By:
Name:
Title:
CONTRACTOR
By:
Name:
Title:
Attest:
By:
Naine:
Title:
-20-
STATE OF ILLINOIS
COUNTY OF
CONTRACTOR'S CERTIFICATION
SS
CONTRACTOR'S CERTIFICATION
/contractor's executing officer], being first duly
sworn on oath, deposes and states that all statements herein made are made on behalf of
Contractor, that this deponent is authorized to make them, and that the statements contained
herein are true and correct.
Contractor deposes, states, and certifies that Contractor is not barred from contracting
with a unit of state or local government as a result of (i) a violation of either Section 33E-3 or
Section 33E-4 of Article 33E of the Criminal Code of 1961, 720 ILCS 5133E-1 et 5eMc .; or (ii)
a violation of the USA Patriot Act of 200I, 107 Public Law 56 (October 26, 2001) (the
"Patriot Act") or other statutes, orders, rules, and regulations of the United States government
and its various executive departments, agencies and offices related to the subject matter of the
Patriot Act, including, but not limited to, Executive Order I3224 effective September 24,
2001.
DATED: , 20
,KI?►fl Y..i
By:
Name:
Title:
Attest:
By:
Name:
Title:
Subscribed and Sworn to before me on , 20
My Commission expires:
Notary Public
(SEAL)
VILLAGE OF OAK BROOK
SUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
ATTACHMENT A
SUPPLEMENTAL SCHEDULE OF CONTRACT TERMS
lCheck applicable boxes and insert required information.]
1. Project:
Provide and install all materials needed for the Butler Government Center Lower
Level Restroom Renovations Project. The general contractor shall provide and install
all materials, unless noted otherwise. The scope of work includes but is not necessarily
limited to the following:
Plumbing upgrades, fixture replacement, new interior finishes including porcelain tile,
new toilet partitions, new toilet accessories, painting, fire suppression, and electric as
shown on the drawings and described herein.
2. Work Site:
1200 Oak Brook Road, Oak Brook, Illinois 60523.
3. Permits Licenses Approvals, and Authorizations:
Contractor must obtain all required governmental permits, licenses, approvals, and
authorizations.
4. Commencement Date:
Ten (10) days after execution of the Contract by Owner. Village anticipates work to
start on November 6, 2017.
5. Com letion Date:
Substantially completed by February 28, 2018. The Completion Date will be subject
to equitable adjustment if the Commencement Date is delayed pursuant to Subsection
2.2A of the Contract.
6. Insurance Coverage:
Certificates of Insurance shall be presented to Owner within fifteen (15) days after the
ATTACHMENT A
receipt by the Contractor of the Notice of Award and the unexecuted contract, it being
understood and agreed that the Owner will not approve and execute the Contract until
acceptable insurance certificates are received and approved by Owner.
Each contractor performing any work pursuant to a contract with Owner and each
permittee working under a permit as required pursuant to the provisions of Title 1 of
Chapter S of the Code of Ordinances of the Village of Oak Brook (hereinafter referred to
as "Insured") shall be required to carry such insurance as specified herein. Such contractor
and permittee shall procure and maintain for the duration of the contract or permit
insurance against claims for injuries to persons or damages to property which may arise
from or in connection with the performance of the work under the contract or permit,
either by the contractor, permittee, or their agents, representatives, employees or
subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability - $2,000,000 combined single limit per occurrence for bodily
injury, personal injury and property damage, provided that when the estimated cost
of the work in question does not exceed $25,000, the required limit shall be
$1,000,000;
B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident
for bodily injury and property damage;
C. Worker's Compensation and Employer's Liability - Worker's Compensation limits
as required by the Labor Code of the State of Illinois and Employer's Liability limits
of $1,000,000 per accident.
Any deductibles or self-insured retention must be declared to and approved by Owner. At
the option of Owner, either the insurer shall reduce or eliminate such deductible or self-
insured retention as respect to Owner, its officers, officials, employees and volunteers; or
the Insured shall procure a bond guaranteeing payment of losses and related investigations,
claim administration and defense expenses to the extent of such deductible or self-insured
retention.
The policies shall contain, or be endorsed to contain, the following provisions:
D. General Liability and Automobile Liability Coverage -
(1) The Owner, its officers, officials, employees, volunteers, and Kluber
Architects & Engineers, are to be covered as additional insureds as respects:
liability arising out of activities performed by or on behalf of the Insured;
premises owned, occupied or used by the Insured. The coverage shall contain
no special limitations on the scope of protection afforded to the Owner, its
officers, officials, employees, volunteers, or agents.
-2-
ATTACHMENT A
(2) The Insured's insurance coverage shall be primary insurance as respect to the
Owner, its officers, officials, employees, volunteers and agents. Any
insurance or self-insurance maintained by the Owner, its officers, officials,
employees, volunteers or agents shall be in excess of the Insured's insurance
and shall not contribute with it.
(3) Any failure to comply with reporting provisions of the policies shall not
affect coverage provided to the Owner, its officers, officials, employees,
volunteers or agents.
(4) The Insured's insurance shall apply separately to each covered party against
whom claim is made or suit is brought except with respect to the limits of the
insurer's liability.
E. Worker's Compensation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Owner, its
officers, officials, employees, volunteers and agents for losses arising from
work performed by the insured for the Owner.
Each insurance policy shall be endorsed to state that coverage shall not be suspended,
voided, canceled by either party, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail. has been given to Owner. Each insurance
policy shall name the Owner, its officers, officials and employees, volunteers and agents
as Additional Insureds. Insurance is to be placed with insurers with a Best's rating of no
less than A: VII.
Each Insured shall furnish the Owner with certificates of insurance and with original
endorsements effecting coverage required by this provision. The certificate and
endorsements for each insurance policy are to be signed by a person authorized by that
insurer to bind coverage on its behalf The certificates and endorsements are to be on
forms approved by the Owner and shall be subject to approval by the Village Attorney
before work commences. The Owner reserves the right to require complete, certified
copies of all required insurance policies, at any time.
Each insured shall include all subcontractors as insureds under its policies or shall furnish
separate certificates and endorsements for each subcontractor. All coverages for
subcontractors shall be subject to all of the requirements stated herein.
❑ D. Builders Risk Insurance. This insurance must be written in completed value
form, must protect Contractor and Owner against "all risks" of direct physical
loss to buildings, structures, equipment, and materials to be used in providing,
performing, and completing the Work, including without limitation fire
extended coverage, vandalism and malicious mischief, sprinkler leakage,
-3-
ATTACHMENT A
flood, earth movement and collapse, and must be designed for the
circumstances that may affect the Work.
This insurance must be written with limits not less than the insurable value of
the Work at completion. The insurable value must include the aggregate value
of Owner -furnished equipment and materials to be constructed or installed by
Contractor.
This insurance must include coverage while equipment or materials are in
warehouses, during installation, during testing, and after the Work is
completed, but prior to Final Payment. This insurance must include coverage
while Owner is occupying all or any part of the Work prior to Final Payment
without the need for the insurance company's consent.
❑ E. Owner's and Contractor's Protective Liability Insurance. Contractor, at its
sole cost and expense, must purchase this Insurance in the nine of Owner with
a combined single limit for bodily injury and property damage of not less than
$1,000,000.
F. Umbrella Policy. The required coverage may be in the form of an umbrella
policy above $2,000,000 primary coverage. All umbrella policies must
provide excess coverage over underlying insurance on a following -form basis
so that, when any loss covered by the primary policy exceeds the limits under
the pzimary policy, the excess or umbrella policy becomes effective to cover
that loss.
❑ G. Deductible. Each policy must have a deductible or self-insured retention of not
more than $
H. Owner as Additional Insured. Owner must be named as an Additional Insured
on the following policies:
General Liabili
The Additional Insured endorsement must identify Owner as follows:
The Village of Oak Brook and its boards, commissions, committees,
authorities, employees, agencies, officers, voluntary associations, and other
units operating under the jurisdiction and within the appointment of its budget.
-4-
ATTACHMENT A
1. Other Parties as Additional Insureds. In addition to Owner, the following
parties must be named as additional insured on the following policies:
Additional Insured Policy or Policies
Kluber Architects & Engineers
7. Contract Price:
SCHEDULE OF PRICES
A. LUMP SUM CONTRACT
1. For providing, perfonning, and completing all Work, the total Contract Price of
(write in numbers):
In words:
S. Progress Pa ments:
A. General. Owner must pay to Contractor 90 percent of the Value of Work,
determined in the manner set forth below, installed and complete in place up to
the day before the Pay Request, less the aggregate of all previous Progress
Payments. The total amount of Progress Payments made prior to Final
Acceptance by Owner may not exceed 90 percent of the Contract Price.
B. Value of Work. The Value of the Work will be determined as follows:
(1) Lump Sum. Items. For all Work to be paid on a lump sum basis,
Contractor must, not later than 10 days after execution of the Contract
and before submitting its first Pay Request, submit to Owner a schedule
showing the value of each component part of such Work in form and
with substantiating data acceptable to Owner ("Breakdown Schedule").
The sum of the items listed in the Breakdown Schedule must equal the
amount or amounts set forth in the Schedule of Prices for Lump Sum
Work. An unbalanced Breakdown Schedule providing for overpayment
of Contractor on component parts of the Work to be performed first
will not be accepted. The Breakdown Schedule must be revised and
resubmitted until acceptable to Owner. No payment may be made for
any lump sum item until Contractor has submitted, and Owner has
approved, an acceptable Breakdown Schedule.
-5-
ATTACHMENT A
Owner may require that the approved Breakdown Schedule be revised
based on developments occurring during the provision and performance
of the Work. If Contractor fails to submit a revised Breakdown
Schedule that is acceptable to Owner, Owner will have the right either
to suspend Progress and Final Payments for Lump Sum Work or to
make such Payments based on Owner's determination of the value of
the Work completed.
(2) Unit Price Items. For all Work to be paid on a unit price basis, the
value of such Work will be determined by Owner on the basis of the
actual number of acceptable units of Unit Price Items installed and
complete in place, multiplied by the applicable Unit Price set forth in
the Schedule of Prices. The actual number of acceptable units installed
and complete in place will be measured on the basis described in
Attachment B to the Contract or, in the absence of such description, on
the basis determined by Owner. The number of units of Unit Price
Items stated in the Schedule of Prices are Owner's estimate only and
may not be used in establishing the Progress or Final Payments due
Contractor. The Contract Price will be adjusted to reflect the actual
number of acceptable units of Unit Price Items installed and complete
in place upon Final Acceptance.
C. A lication of Payments. All Progress and Final Payments made by Owner to
Contractor will be applied to the payment or reimbursement of the costs with
respect to which they were paid and will not be applied to or used for any pre-
existing or unrelated debt between Contractor and Owner or between
Contractor and any third party.
9. Per Diem Administrative Charge:
$500 per day.
10. Standard Specifications:
The Contract also includes Owner's Village Code and Building Codes.
References to any of these codes means the latest editions effective on the date of the bid
opening.
See Attachment D for any special project requirements.
W
ATTACHMENT B
VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
ATTACHMENT B
SPECIFICATIONS
SECTION 00 0101
PROJECT TITLE PAGE
PROJECT MANUAL
FOR
Butler Government Center Lower Level Restroom Renovations
1200 Oak Brook Road
Oak Brook, IL 60523
OWNER
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, IL 60523
ARCHITECTIENGINEER
KLUBER ARCHITECTS + ENGINEERS
10 S. SHUMWAY AVE.
BATAVIA, ILLINOIS 60510
PROJECT NO. 17-210-1103 00 01 01 -1 DOCUMENT 00 0101
Copyright 2017 by KLUBER, INC.; All Rights Reserved PROJECT TITLE PAGE
SECTION 00 0107
SEALS PAGE
1.01 DESIGN PROFESSIONALS" SEALS
A. ARCHITECT B. MECHANICAL ENGINEER C. ELECTRICAL ENGINEER
END OF DOCUMENT
PROJECT NO. 17-210-1103 000107-2 DOCUMENT 00 0107
Copyright 2017 by KLUBER,INC.; All Rights Reserved SEALS PAGE
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
PAGES
Introductory Information
00 01 01 Project Title Page
000101-1-1
00 01 07 Seals Page
000107-1-1
0001 10 Table of Contents
0001 10-1-2
0001 15 Drawing Index
0001 15-1-1
0031 13 Preliminary Schedule
0031 13-1-1
SPECIFICATIONS
PAGES
Division 01-- General Requirements
01 1000 Summary
01 1000-1-2
01 3000 Administrative Requirements (1 page attachment)
01 3000-1-5
01 4100 Regulatory Requirements
01 4100-1-2
01 4200 References
014200-1-5
01 5000 Temporary Facilities and Controls
01 5000-1-2
01 6000 Product Requirements (1 page attachment)
01 6000-1-4
01 7000 Execution and Closeout Requirements
01 7000-1-6
01 7800 Closeout Submittals
01 7800-1-4
01 7900 Demonstration and Training
01 7900-1-3
Division 02 -- Existing Conditions
02 41 00 Demolition
024100-1-2
Division 03 -- Concrete
03 30 00 Cast -in -Place Concrete
033000-1-9
Division 04 -- Masonry
04 20 02 Single -Wythe Unit Masonry
042002-1-3
Division 06 •- Wood, Plastics, and Composites
061000 Rough Carpentry
061000-1-3
Division 07 -- Thermal and Moisture Protection
07 84 00 Firestopping
078400-1-4
07 90 05 Joint Sealers
079005-1-4
PROJECT NO. 17-210-1103 000110-3
DOCUMENT 00 01 10
Copyright 2017 by KLUBER, INC.; All Rights Reserved
TABLE OF CONTENTS
Division 08 -- Openings
08 31 00 Access Doors and Panels
083100-1-2
Division 09 -- Finishes
09 05 61 Common Work Results for Flooring Preparation
090561-1-5
0921 16 Gypsum Board Assemblies
0921 16-1-5
09 30 00 Tiling
093000-1-6
09 51 00 Acoustical Ceilings
095100-1-3
09 90 00 Painting and Coating
099000-1-6
Division 10 -- Specialties
1021 13.13 Metal Toilet Compartments
10 21 13.13-1-3
10 28 00 Toilet, Bath, and Laundry Accessories
102800-1-3
Division 12 -- Furnishings
12 36 00 Countertops
123600-1-4
Division 21 -- Fire Suppression
21 05 00 Common Work Results for Fire Suppression
210500-1-2
21 1300 Fire -Suppression Sprinkler Systems
211300-1-2
Division 22 -- Plumbing
22 07 19 Plumbing Piping Insulation
220719-1-4
22 10 05 Plumbing Piping
221005-1-6
22 10 06 Plumbing Piping Specialties
221006-1-3
22 40 00 Plumbing Fixtures
224000-1-5
Division 23 -- Heating, Ventilating, and Air -Conditioning (HVAC)
23 31 00 HVAC Ducts and Casings
233100-1-3
23 37 00 Air Outlets and Inlets
233700-1-2
Division 26 -• Electrical
26 05 00 Basic Electrical Requirements
260500-1-8
26 51 00 Lighting
265100-1-7
END OF SECTION
PROJECT NO. 17-210-1103 0001 10-4 DOCUMENT 00 01 10
Copyright 2017 by KLUBER, INC,; All Rights Reserved TABLE OF CONTENTS
SECTION 00 01 15
DRAWING INDEX
GENERAL
G100 COVER SHEET, GENERAL NOTES, SYMBOLS & DRAWING INDEX
G201 ACCESSIBILITY & MOUNTING INFORMATION
ARCHITECTURAL
A310 FLOOR PLANS AND REFLECTED CEILING PLANS
A800 ROOM FINISH SCHEDULE
A900 INTERIOR ELEVATIONS
MECHANICAL, ELECTRICAL AND PLUMBING
MEP310 MECHANICAL, ELECTRICAL AND PLUMBING FLOOR PLANS, SCHEDULES
END OF DOCUMENT
PROJECT NO. 17-210-1103 0001 15-5 DOCUMENT 00 01 15
Copyright 2017 by KLUBER, INC.; All Rights Reserved DRAWING INDEX
SECTION 00 3113
PRELIMINARY SCHEDULE
1.01 GENERAL
A. The following represents the preliminary construction schedule for the Work. This schedule is the
current estimate of the Owner to be used for purposes of bidding. All bidders shall include the costs
of all overtime, double -shift, or so-called "premium" time that may be necessary to meet this
milestone.
1.02 PRELIMINARY SCHEDULE
A. Award of Contract: Anticipated October 24, 2017
B. Commencement of Construction: November 6, 2017
C. Substantial Completion: Februrary 28, 2018
END OF SECTION
PROJECT NO, 17-210-1103 003113-6 SECTION 00 3113
Copyright 2017 by KLUBER, INC.; All Rights Reserved PRELIMINARY SCHEDULE
SECTION 0110 00
SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. Project Name: Butler Government Center Lower Level Restroom Renovations.
B. Owner's Name: Village of Oakbrook.
C. Architect/Engineer's Name: Kluber Architects + Engineers.
D. The Project consists of the alteration of existing toilet rooms at the Government Center. Work
includes plumbing upgrades, fixture replacement, new interior finishes including porcelain tile, new
toilet partitions, new toilet accessories, painting, fire suppression & electric.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on Lump Sum Contract as described in the Village
of Oak Brook Contract for Butler Government Center Restroom Renovations Bid Package
Document.
1.03 DESCRIPTION OF ALTERATIONS WORK
A. Scope of alterations work is shown on drawings.
1.04 OWNER OCCUPANCY
A. Owner intends to continue to occupy adjacent portions of the existing building during the entire
construction period.
B. Owner intends to occupy the Project upon Substantial Completion.
C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.
D. Schedule the Work to accommodate Owner occupancy.
1.05 CONTRACTOR USE OF SITE AND PREMISES
A. Arrange use of site and premises to allow:
1. Owner occupancy.
2. Use of site and premises by the public.
B. Provide access to and from site as required by law and by Owner:
1. Emergency Building Exits During Construction: Keep all exits required by code open during
construction period; provide temporary exit signs if exit routes are temporarily altered.
2. Do not obstruct roadways, sidewalks, or other public ways without permit.
C. Existing building spaces may not be used for storage.
D. Utility Outages and Shutdown:
1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and
fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.
2. Limit shutdown of utility services to 2 hours at a time, arranged at least 24 hours in advance
with Owner.
PROJECT NO. 17-210-1103 01 1000-7 SECTION 01 10 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved SUMMARY
3. Prevent accidental disruption of utility services to other facilities.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PROJECT NO. 17-210-1103 01 1000-8 SECTION 01 10 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved SUMMARY
SECTION 0130 00
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Site mobilization meeting.
C. Progress meetings.
D. Construction progress schedule.
E. Submittals for review, information, and project closeout.
F. Architect/Engineer-provided CAD files.
G. Number of copies of submittals.
H. Submittal procedures.
1.02 RELATED REQUIREMENTS
A. Section 0170 00 - Execution and Closeout Requirements: Additional coordination requirements.
B. Section 0178 00 - Closeout Submittals: Project record documents.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Architect/Engineer will schedule a meeting after Notice of Award.
B. Attendance Required:
1. Owner.
2, Architect/Engineer,
3. Contractor.
4. Contractors of major trades as invited to attend meeting.
C. Agenda:
1. Architect will prepare and provide agenda for this meeting only.
D. Architect will provide minutes and distribute copies to all participants and those affected by
decisions made for this meeting only.
3,02 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals.
B. Make arrangements for meetings, prepare agenda with copies for participants, preside at
meetings.
C. Attendance Required:
1. Contractor.
PROJECT NO. 17-210-1103 013000-9 SECTION 0130 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ADMINISTRATIVE REQUIREMENTS
2. Owner,
3. Architect/Engineer.
4. Contractor's Superintendent.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems that impede, or will impede, planned progress.
5. Review of submittals schedule and status of submittals.
6. Maintenance of progress schedule.
7. Corrective measures to regain projected schedules.
8. Planned progress during succeeding work period.
9. Coordination of projected progress.
10. Maintenance of quality and work standards.
11. Effect of proposed changes on progress schedule and coordination,
12, Other business relating to Work.
E. Contractor shall record minutes and distribute copies within two days after meeting to participants,
with copies to Architect/Engineer, Owner, participants, and those affected by decisions made,
3.03 CONSTRUCTION PROGRESS SCHEDULE
A. Within 7 days after date of the Agreement, submit preliminary schedule .
B. If preliminary schedule requires revision after review, submit revised schedule within 7 days.
C, Submit updated schedule with each Application for Payment,
3.04 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Arch itecVEng ineer for review for the limited purpose of checking for conformance with
information given and the design concept expressed in the contract documents.
C. Samples will be reviewed only for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article
below and for record documents purposes described in Section 0178 00 - Closeout Submittals.
3.05 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1. Design data.
2. Certificates.
3. Test reports.
4. Inspection reports.
5. Manufacturer's instructions.
PROJECT NO. 17-210-1103 013000-10 SECTION 0130 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ADMINISTRATIVE REQUIREMENTS
6. Manufacturer's field reports.
7. Other types indicated.
B. Submit for Architect/Engineer's knowledge as contract administrator or for Owner. No action will
betaken.
3.06 SUBMITTALS FOR PROJECT CLOSEOUT
A. Submit Correction Punch List for Substantial Completion.
B. Submit Final Correction Punch List for Substantial Completion.
C. When the following are specified in individual sections, submit them at project closeout;
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Other types as indicated.
D. Submit for Owner's benefit during and after project completion,
3.07 ARCHITECT/ENGINEER-PROVIDED CAD FILES
A. After the execution of the Contract, Architect/Engineer will provide, free of charge, upon receipt of a
properly completed and signed request utilizing "Electronic Data Transfer Consent Form" at the
end of this Specification Section, CAD files depicting graphic information for the project as follows:
1. Architectural Floor Plans; Column grid, walls, floors, stairs, doors, windows, room numbers,
ceiling grid, mechanical diffusers, plumbing fixtures, sprinkler heads (if depicted in Bid
Documents) and lights.
B. Contractor acknowledges and accepts that the Architectural Floor Plans do not contain structural,
mechanical, electrical, plumbing, fire protection and other building systems information depicted in
the Bidding Documents. Examples of information not contained in these files include, but are not
limited to, title blocks, keynotes, schedules, mechanical ductwork and equipment, electrical device
symbols, circuit numbers and home runs, plumbing equipment, piping runs and riser diagrams, and
architectural/engineering text or details. No other CAD files, data or information will be provided.
C. Only requests from Prime Contractors will be honored. Subcontractors must obtain the files from
their respective Prime Contractors.
D. In submitting a request, Contractor acknowledges that:
1. Architect/Engineer bears no responsibility for the data or its transmission,
2. Use of the data by the Contractor or his subcontractors in no way relieves the Contractor of his
obligations under the Contract,
3. Contractor is solely liable for any and all claims arising from any and all products generated by
the Contractor or its Subcontractors employing the data,
4. Contractor and its Subcontractors have a limited, non-exclusive license to use the data solely in
connection with the Work of the Project, and that
5, Architect/Engineer retains all rights, including copyright, to the data.
3.08 NUMBER OF COPIES OF SUBMITTALS
A. Documents for Review:
PROJECT NO. 17-210-1103 01 30 00 -11 SECTION 0130 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ADMINISTRATIVE REQUIREMENTS
1. Small Size Sheets: Not Larger Than 11 x 17 inches. Submit two (2) paper copies, one of which
will be retained by Architect/Engineer. Contractor shall make his own copies from the original
returned by the Architect.
a. Contractor's Option: In lieu of paper copies indicated above, submit in Adobe PDF
electronic file format via email. Architect will return a reviewed copy in Adobe PDF electronic
file format via email. Create PDFs at native size and right -side up; illegible files will be
rejected.
2. Large Size Sheets; Larger Than 11 x17 inches; 36 x 48 inches maximum. Submit two (2) paper
copies, one of which will be retained by Arch itecUEngineer. Electronic file format (PDF or other)
is NOT acceptable. Contractor shall make his own copies from the original returned by the
Architect.
B. Documents for Information: Submit one copy.
C. Samples: Submit the number specified in individual specification sections; one of which will be
retained by Architect/Engineer.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.09 SUBMITTAL PROCEDURES
A, Shop Drawing Procedures:
1. Prepare accurate, drawn -to -scale, original shop drawing documentation by interpreting the
Contract Documents and coordinating related Work.
2. Generic, non -project specific information submitted as shop drawings do not meet the
requirements for shop drawings.
B. Transmit each submittal with a copy of approved submittal form.
C. Transmit each submittal with AIA Form G810.
D. Sequentially number the transmittal form. Revise submittals with original number and a sequential
alphabetic suffix.
E. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and
specification section number, as appropriate on each copy.
F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of
Products required, field dimensions, adjacent construction Work, and coordination of information is
in accordance with the requirements of the Work and Contract Documents,
G. Deliver submittals to Architect/Engineer at business address.
H. Schedule submittals to expedite the Project, and coordinate submission of related items.
I. For each submittal for review, allow 20 days excluding delivery time to and from the Contractor.
J. Clearly identify variations from the Contract Documents. Regardless of the type of variation,
Contractor is solely responsible for errors in the field that arise from submittal variations from the
requirements of the Contract Documents if those variations were not expressly noted to specifically
identify for and describe to the reviewer the nature of the variation from the Contract Documents.
PROJECT NO. 17-210-1103 01 30 00 -12 SECTION 0130 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ADMINISTRATIVE REQUIREMENTS
K. Identify variations from Contract Documents and Product or system limitations that may be
detrimental to successful performance of the completed Work.
L. Correlate submitted items with specified products; clearly indicate the specified product that
corresponds to each submitted item.
M. When options or optional features available for a Product are indicated in a submittal, and
selections for those options/features are indicated in the Contract Documents, identify on the
submittal the selection indicated in the Contract Documents,
N. Provide space for Contractor and Architect/Engineer review stamps.
0, When revised for resubmission, using clouds, highlights or other means acceptable to the
Architect, identify all changes made since previous submission. Resubmittals that do not clearly
identify all changes may be delayed and/or returned to the Contractor unreviewed.
P. The Contractor is entitled to one (1) resubmittal of any Shop Drawing, Product Data, or Closeout
Submittal item rejected by the Architect or returned by the Architect for further action. Thereafter,
the Contractor shall pay the cost of all further Architect's reviews of Shop Drawing, Product Data or
Closeout Submittal, at a rate of $200.00/hour. Cost of such further reviews will be deducted from
the Contract Sum by Change Order.
Q. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to
comply with requirements.
R. Submittals not requested will not be recognized or processed,
S. Submittal reviews may be delayed and/or submittals may be returned unreviewed for any of the
following reasons:
1. Submittals submitted outside the scheduled dates of the Submittal Schedule,
2. Submittals are incomplete or are missing information.
3. Submittals are not submitted in accordance with procedures outlined in this Section (Le. spec
Section number not indicated, missing Contractor's review stamp, submitted items not
correlated with specified products).
END OF SECTION
PROJECT NO. 17-210-1103 01 30 00 -13 SECTION 0130 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ADMINISTRATIVE REQUIREMENTS
SECTION 014100
REGULATORY REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. General,
B. Definitions,
C. Quality Assurance.
D. Regulatory Requirements.
1.02 RELATED SECTIONS
A. Section 0110 00 -Summary,
B. Section 0142 00 - References,
1.03 GENERAL
A. Comply with all applicable laws, rules, regulations, codes and ordinances.
B. If the Contractor observes that the Contract Documents may be at variance with specified codes,
notify the Architect/Engineer immediately. Architect/Engineer shall issue all changes in accordance
with the General Conditions,
C. It shall not be the Contractor's primary responsibility to make certain that the Contract Documents
are in accordance with all applicable laws, rules and regulations, however, when the Contractor
performs work knowing or having reason to know that the work in question is contrary to applicable
laws, rules, and regulations, and fails to notify the Architect/Engineer, the Contractor shall pay all
costs arising therefrom,
1.04 DEFINITIONS
A. Definitions:
1. Codes: Codes are statutory requirements, rules or regulations of governmental entities.
2. Standards: Standards are requirements that have been established as accepted criteria, set
general consent.
1.05 QUALITY ASSURANCE
A. The Architect/Engineer has designed the project to applicable code requirements and has copies
of said codes available for the Contractor's inspection,
B. The Contractor shall:
1. Ensure that copies of codes and standards referenced herein or specified in individual
specifications sections are available to Contractor's personnel, agents, and Sub -Contractors.
2. Ensure that Contractor's personnel, agents, and Sub -Contractors are familiar with the
workmanship and requirements of applicable codes and standards.
1.06 REGULATORY REQUIREMENTS
A. Source and Requirements: Verify amendments with local code officials.
PROJECT NO. 17-210-1103 01 41 00 -14 SECTION 01 41 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved REGULATORY REQUIREMENTS
1. Local code requirements;
a. ICC International Building Code, 2015 Edition.
b. ICC International Existing Building Code, 2015 Edition,
c. ICC International Mechanical Code, 2015Edition.
d, ICC International Fire Code, 2015Edition.
e. ICC International Property Maintenance Code, 2015Edition.
f. NEC Electrical Code, 2014Edition.
2. State code requirements:
a. Capital Development Board (CDB):
1) Illinois Accessibility Code, 1997 Edition.
2) Illinois Energy Conservation Code (ICC International Energy Conservation Code, 2015
Edition, with State of Illinois modifications.
b. Illinois Department of Labor (IDOL): Safety Glazing Materials Act - Illinois Revised Statutes,
chap. 111 1/2, paragraph 3101, et seq.
c. Illinois Department of Public Health (IDPH):
1) Illinois Plumbing Code (Illinois Administrative Code, Title 77, Chapter I, Subchapter r,
Part 890).
d. Illinois Environmental Protection Agency (TEPA):
1) Air -Pollution Standards.
2) Noise Pollution Standards.
3) Water Pollution Standards.
4) Public Water Supplies
5) Solid Waste Standards.
6) Illinois Recommended Standards for Sewage Works (Illinois Administrative Code, Title
35, Subtitle C, Chapter 11, Part 370).
e. Illinois State Fire Marshal (OSFM):
1) Boiler & Pressure Vessel Safety Code (Illinois Administrative Code, Title 44, Chapter 1,
Part 120),
2) Illinois Rules & Regulations for Fire Prevention & Safety (as amended).
3) Gasoline and Volatile Oils (Illinois Revised Statutes, chap. 17112, paragraph 31, et seq.).
3. Information and Requirements for Utility Services: Local utility companies.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PROJECT NO. 17-210-1103 014100-15 SECTION 01 41 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved REGULATORY REQUIREMENTS
SECTION 0142 00
REFERENCES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Drawing symbols, abbreviations and acronyms.
B. Definitions of terms used throughout the Contract Documents.
C. Explanation of specification format and content.
D. Requirements relating to referenced standards.
E. Applicability of referenced standards.
F. List of industry organizations and certain of their respective documents.
1.02 DRAWING SYMBOLS AND CONVENTIONS
A. Abbreviations and graphic symbols are defined on the General Notes, Symbols & Abbreviations
sheet of the drawings.
B. Generally, symbols used on the mechanical and electrical drawings conform to those
recommended by ASHRAE, though, where appropriate, these symbols are supplemented by more
specific symbols as recommended by ASME, ASPE, or the IEEE.
1.03 DEFINITIONS
A. Where the terms "indicated", "noted" "scheduled", "shown", or "specified" are used it is to help
locate the reference; no limitation on location is intended except as specifically noted.
B. Where the terms "directed", "requested", "authorized", "approved", are used as in "directed by the
Architect/Engineer", no implied meaning shall be construed to extend the Architect/Engineer's
responsibilities into the Contractor's purview of construction supervision.
C. Where the term "approved" is used in conjunction with the Architect/Engineer's action on
submittals, requests or applications it is limited to the duties of the Architect/Engineer as described
in the Agreement, and the General and Supplemental Conditions of the Contract. Such use of the
term "approval" shall not limit or release the Contractor from his responsibility to fulfill Contract
requirements.
D. Where the term "regulations" is used it means all applicable statutes, laws, ordinances, and orders
issued by authorities having jurisdiction, as well as construction industry standards, rules, or
conventions that address performance of the Work.
E. Where the term "furnish" is used it means supply, deliver, and unload to the construction site ready
for assembly and incorporation into the Work.
F. Where the term "install" is used it is meant to describe operations at the job site to include
unloading, assembling, placing, anchoring, finishing, protecting, cleaning and all other similar
operations required to fully incorporate an item into the Work,
G. Where the term "provide" is used it means "furnish and install" as defined above.
PROJECT NO. 17-210-1103 01 42 00 -16 SECTION 0142 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved REFERENCES
H. The "Project Site" is the space available to the Contractor for performance of construction
activities. The Project Site may be for the exclusive use of the Contractor and his activities or may
be used in conjunction with others with others performing other construction or related activities on
the Project. The Extent of the Project Site is indicated on the drawings.
1.04 SPECIFICATION FORMAT AND CONTENT
A. These Specifications are based on the Construction Specification Institute's 49 Division format and
numbering system.
B. Language used in the Specifications and other Contract Documents is an abbreviated type. Implied
words and meanings will appropriately interpreted.
C. Requirements expressed in imperative and streamlined language are to be performed by the
Contractor. At certain locations in the text, subjective language may be used to describe
responsibilities that must be fulfilled indirectly by the Contractor or others.
1. Whenever a colon O is used within a sentence or phrase, it shall be construed to mean the
words "shall be".
D. Use of certain terms such as "carpentry" is not intended to imply that certain activities must be
performed by accredited or unionized individuals of a corresponding generic name. The
Specifications do, however, require that certain construction activities shall be performed by
specialists who are recognized experts in the operations to be performed. Specialists shall be used
for said activities, however the final responsibility for fulfilling the requirements of the Contract
remains the Contractor's.
1.05 QUALITY ASSURANCE
A. For products or workmanship specified by reference to a document or documents not included in
the Project Manual, also referred to as reference standards, comply with requirements of the
standard, except when more rigid requirements are specified or are required by applicable codes.
B. Conform to reference standard of date of issue specified in this section, except where a specific
date is established by applicable code.
C. Obtain copies of standards when required by the Contract Documents,
D. Maintain copy at project site during submittals, planning, and progress of the specific work, until
Substantial Completion.
E. Should specified reference standards conflict with Contract Documents, request clarification from
the Architect/Engineer before proceeding.
F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those
of the Architect/Engineer shall be altered by the Contract Documents by mention or inference
otherwise in any reference document.
1.06 APPLICABILITY OF INDUSTRY STANDARDS
A. Construction industry standards shall have the same force and effect as if bound or copied directly
in the Contract Documents, except where more stringent requirements are specified. All such
applicable standards are made a part of the Contract Documents by reference.
PROJECT NO. 17-210-1103 01 42 00 -17 SECTION 0142 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved REFERENCES
1. Where compliance with two or more standards are referenced and conflicting requirements for
quality or quantities occur, comply with the more stringent requirements. Refer questions
regarding apparently conflicting standards to the Architect for a decision before proceeding.
2. The standard of quality or quantity levels specified, shown, or referenced shall be the minimum
to be provided or performed. Refer questions regarding standards of minimum quality or
quantity to the Architect before proceeding.
1.07 CONSTRUCTION INDUSTRY ORGANIZATIONS AND DOCUMENTS
A. AA --ALUMINUM ASSOCIATION, INC.
B. AABC -- ASSOCIATED AIR BALANCE COUNCIL
C. AAMA --AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION
D. AASHTO -- AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION
OFFICIALS
E. ACI -- AMERICAN CONCRETE INSTITUTE INTERNATIONAL
F. AISC -- AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC,
G. ANSI -- AMERICAN NATIONAL STANDARDS INSTITUTE
H. ASHRAE -- AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING
ENGINEERS, INC.
I. ASME -- THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS
1. ASME A17.1 - Safety Code for Elevators and Escalators; 2004,
J. ASTM -- AMERICAN SOCIETY FOR TESTING AND MATERIALS
K. AWI -- ARCHITECTURAL WOODWORK INSTITUTE
L. AWPA -- AMERICAN WOOD -PRESERVERS' ASSOCIATION
M. AWS -- AMERICAN WELDING SOCIETY
N. BHMA -- BUILDERS HARDWARE MANUFACTURERS ASSOCIATION
0. CPSC -- CONSUMER PRODUCTS SAFETY COMMISSION
P. DH --DOOR AND HARDWARE INSTITUTE
Q. DIN -- DEUTSCHES INSTITUT FUR NORMUNG
R. FM -- FACTORY MUTUAL RESEARCH CORPORATION
S. ICC -- INTERNATIONAL CODE COUNCIL, INC.
T. IEEE -- INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS
U. ISO -- INTERNATIONAL STANDARDS ORGANIZATION
V. MFMA -- MAPLE FLOORING MANUFACTURERS ASSOCIATION
W. NAAMM -- THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS
PROJECT NO, 17-210-1103 01 42 00 -18 SECTION 0142 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved REFERENCES
X. NCMA -- NATIONAL CONCRETE MASONRY ASSOCIATION
Y. NEBB -- NATIONAL ENVIRONMENTAL BALANCING BUREAU
Z. NEMA-- NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
AA. NFPA -- NATIONAL FIRE PROTECTION ASSOCIATION
AB. NRCA -- NATIONAL ROOFING CONTRACTORS ASSOCIATION
AC. PCI -- PRECAST/PRESTRESSED CONCRETE INSTITUTE
AD. SDI -- STEEL DOOR INSTITUTE
AE. SDI -- STEEL DECK INSTITUTE, INC.
AF. SGCC -- SAFETY GLAZING CERTIFICATION COUNCIL
AG. SIGMA - SEALED INSULATING GLASS MANUFACTURERS ASSOCIATION (See IGMA)
AH. SJI -- STEEL JOIST INSTITUTE
Al. SMAC NA -- SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL
ASSOCIATION, INC.
AJ.SSPC -- THE SOCIETY FOR PROTECTIVE COATINGS
AK. TCA -- TILE COUNCIL OF AMERICA, INC,
AL. UL-- UNDERWRITERS LABORATORIES INC.
AM. USG -- UNITED STATES GYPSUM
1. USG (HB) - Gypsum Construction Handbook; Seventh Edition.
AN. WWPA -- WESTERN WOOD PRODUCTS ASSOCIATION
1.08 UNITED STATES GOVERNMENT AND RELATED AGENCIESIDOCUMENTS
A. CFR -- CODE OF FEDERAL REGULATIONS
B. CPSC -- CONSUMER PRODUCTS SAFETY COMMISSION
C. EPA-- ENVIRONMENTAL PROTECTION AGENCY
D. FS -- FEDERAL SPECIFICATIONS AND STANDARDS (General Services Administration)
E. GSA -- U.S. GENERAL SERVICES ADMINISTRATION
F. USGS -- UNITED STATES GEOLOGICAL SURVEY
1.09 STATE GOVERNMENT AND RELATED AGENCIESIDOCUMENTS
A. CDB -- ILLINOIS CAPITAL DEVELOPMENT BOARD
B. IDOL -- ILLINOIS DEPARTMENT OF LABOR
C. IDPH -- ILLINOIS DEPARTMENT OF PUBLIC HEALTH
D. TEPA -- ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
PROJECT NO. 17-210-1903 01 42 00 - 19 SECTION 0142 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved REFERENCES
E. OSFM -- OFFICE OF THE ILLINOIS STATE FIRE MARSHAL.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PROJECT NO. 17-210-1103 014200-20 SECTION 0142 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved REFERENCES
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary sanitary facilities.
D. Temporary Controls: Barriers, enclosures, and fencing.
E. Security requirements.
F. Vehicular access and parking.
G. Waste removal facilities and services.
1.02 TEMPORARY UTILITIES
A. Owner will provide the following:
1. Electrical power , consisting of connection to existing facilities.
2. Water supply, consisting of connection to existing facilities.
B, Existing facilities may be used.
1.03 TELECOMMUNICATIONS SERVICES
A. Telecommunications services shall include:
1. One (1) mobile cellular telephone for each of Contractor's and any Subcontractor's field
personnel.
1.04 TEMPORARY SANITARY FACILITIES
A. Use of existing facilities is permitted.
B. Maintain daily in clean and sanitary condition.
C. At end of construction, return facilities to same or better condition as originally found.
1.05 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas
that could be hazardous to workers or the public, to allow for owner's use of site and to protect
existing facilities and adjacent properties from damage from construction operations and
demolition.
B. Provide barricades and covered walkways required by governing authorities for public rights-of-way
C. Protect non -owned vehicular traffic, stored materials, site, and structures from damage.
PROJECT NO. 17-210-1103 015000-21 SECTION 0150 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TEMPORARY FACILITIES AND CONTROLS
1.06 INTERIOR ENCLOSURES
A. Provide temporary partitions and ceilings as indicated to separate work areas from Owner -
occupied areas, to prevent penetration of dust and moisture into Owner -occupied areas, and to
prevent damage to existing materials and equipment.
B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed
edges at intersections with existing surfaces:
1.07 SECURITY
A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from
unauthorized entry, vandalism, or theft,
1.08 VEHICULAR ACCESS AND PARKING
A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities,
and access for emergency vehicles.
B. Coordinate access and haul routes with governing authorities and Owner.
C. Provide and maintain access to fire hydrants, free of obstructions.
D. Provide means of removing mud from vehicle wheels before entering streets,
1.09 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and orderly
condition.
B. Provide containers with lids. Remove trash from site periodically.
C. If materials to be recycled or re -used on the project must be stored on-site, provide suitable non-
combustible containers, locate containers holding flammable material outside the structure unless
otherwise approved by the authorities having jurisdiction,
1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion
inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition.
PART 2 PRODUCTS • NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
PROJECT NO. 17-210-1103 015000-22 SECTION 0150 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TEMPORARY FACILITIES AND CONTROLS
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Re -use of existing products.
C. Transportation, handling, storage and protection.
D. Product option requirements.
E. Substitution limitations and procedures.
F. Procedures for Owner -supplied products.
G. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to
identify applicable products, models, options, and other data. Supplement manufacturers' standard
data to provide information specific to this Project.
B. Shop Drawing Submittals; Prepared specifically for this Project; indicate utility and electrical
characteristics, utility connection requirements, and location of utility outlets for service for
functional equipment and appliances.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
A. Do not use materials and equipment removed from existing premises unless specifically required
or permitted by the Contract Documents,
B. Unforeseen historic items encountered remain the property of the Owner; notify Owner promptly
upon discovery; protect, remove, handle, and store as directed by Owner.
C. Existing materials and equipment indicated to be removed, but not to be re -used, relocated,
reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the Owner,
become the property of the Contractor; remove from site.
D. Specific Products to be Reused: The reuse of certain materials and equipment already existing on
the project site is required.
2.02 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract Documents.
B. Designed, manufactured, and tested in accordance with industry standards.
2.03 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product meeting
those standards or description.
PROJECT N0, 17-210-1103 016000-23 SECTION 0160 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PRODUCT REQUIREMENTS
B. Products Specified by Naming One or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
2.04 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in
individual specification sections.
B. Deliver to Project site and place in location directed by Owner's representative; obtain Owner's
signature on receipt for delivery prior to final payment. Submit signed receipts with Closeout
Submittals.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. Substitutions Prior To Bid Opening: Architect/Engineer will consider a written request for
substitution provided that such request is received at least seven (7) days prior to the Bid opening
date. Requests received after that time will not be considered.
1. If a request is approved, the Architect/Engineer will issue and appropriate addendum not less
than three (3) days prior to the Bid opening date.
B. Substitutions After Notice of Award: Architect/Engineer will consider a request for substitution only
under one or more of the following conditions:
1. Substitution is required for compliance with final interpretation of code requirements or
insurance regulations.
2. Specified product is not available through no fault of the Contractor.
3. Specified product is not compatible with other specified mate rialslequipment.
4. Manufacturer will not certify or warranty specified product as required.
C. Document each request utilizing Substitution Request Form following this section with complete
data substantiating compliance of proposed substitution with Contract Documents. Incomplete
requests will not be considered.
D. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the quality level of
the specified product.
2. Will provide the same warranty for the substitution as for the specified product.
3. Will coordinate installation and make changes to other Work that may be required for the Work
to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently become apparent,
5. Will reimburse Owner for Architect/Engineer review or redesign services associated with re -
approval by authorities having jurisdiction over the Project.
E. Substitutions of products or product characteristics/components/accessories will not be considered
when they are indicated or implied on Contractor's submittals, without separate written request, or
when acceptance will require revision to the Contract Documents, whether rejection of said
substitutions is expressly identified by Architect/Engineer on Contractors submittals or not.
PROJECT NO. 17-210-1103 016000-24 SECTION 0160 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PRODUCT REQUIREMENTS
F. Substitution Submittal Procedure:
1. Submit two copies of request for substitution for consideration. Submit a separate Substitution
Request Form and accompanying documentation for each proposed substitution.
2. Provide the following minimum documentation with each Substitution Request Form:
a. Product identification, manufacturer, product data including dimensions and weight,
performance and installation instructions.
b. Side-by-side itemized comparison of proposed substitution with specified product
c. Coordination information including other modifications required as a result of proposed
substitution.
d. Cost information including the effect of the proposed substitution on the Contract Sum.
3. Sign and date the Substitution Request Form.
4. Architect/Engineer will notify submitter in writing of decision to accept or reject request.
3.02 TRANSPORTATION AND HANDLING
A. Package products for shipment in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B. If special precautions are required, attach instructions prominently and legibly on outside of
packaging,
C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
D. Transport and handle products in accordance with manufacturer's instructions.
E. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
F. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement,
or damage.
H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an environment
favorable to product.
E. Protect products from damage or deterioration due to construction operations, weather,
precipitation, humidity, temperature, sunlight and ultraviolet light, dirt, dust, and other
contaminants.
PROJECT NO. 17-210-1103 016000-25 SECTION 0160 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PRODUCT REQUIREMENTS
F. Comply with manufacturer's warranty conditions, if any.
G. Prevent contact with material that may cause corrosion, discoloration, or staining,
H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement,
or damage.
I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products
are undamaged and are maintained in acceptable condition.
END OF SECTION
PROJECT NO. 17-210-1103 016000-26 SECTION 0160 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PRODUCT REQUIREMENTS
SECTION 0170 00
EXECUTION AND CLOSEOUT REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Requirements for alterations work, including selective demolition.
C. Pre -installation meetings,
D, Cutting and patching.
E. Surveying for laying out the work.
F. Cleaning and protection.
G. Starting of systems and equipment.
H. Demonstration and instruction of Owner personnel.
I. Closeout procedures, including Contractor's Correction Punch List, except payment procedures.
1.02 RELATED REQUIREMENTS
A. Section 0130 00 - Administrative Requirements: Submittals procedures.
B. Section 0178 00 - Closeout Submittals: Project record documents, operation and maintenance
data, warranties and bonds.
C. Section 0179 00 - Demonstration and Training: Demonstration of products and systems to be
commissioned and where indicated in specific specification sections
1,03 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures,
B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects;
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
1.04 PROJECT CONDITIONS
A. Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air -borne dust from dispersing into atmosphere and over
adjacent property,
B. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction
operations.
C. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects
from damaging the work.
PROJECT NO. 17-210-1103 017000-27 SECTION 0170 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
1.05 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements, with
provisions for accommodating items installed later.
B. Verify that utility requirements and characteristics of new operating equipment are compatible with
building utilities. Coordinate work of various sections having interdependent responsibilities for
installing, connecting to, and placing in service, such equipment
C. Coordinate space requirements, supports, and installation of mechanical and electrical work that
are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit,
as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to
maximize accessibility for other installations, for maintenance, and for repairs.
D. Coordinate completion and clean-up of work of separate sections.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching
and extending work.
B. Product Substitution: For any proposed change in materials, submit request for substitution
described in Section 0160 00 - Product Requirements.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine and verify specific conditions described in individual specification sections.
B. Take field measurements before confirming product orders or beginning fabrication, to minimize
waste due to over -ordering or misfabrication.
C. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject
to damage or movement during cutting and patching. After uncovering existing work, assess
conditions affecting performance of work. Beginning of cutting or patching means acceptance of
existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at the site
prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the specific section.
PROJECT NO. 17-210-1103 017000-28 SECTION 0170 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
C. Notify Architect/Engineer four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with two copies
to Arch itect/Engineer, Owner, participants, and those affected by decisions made.
3.04 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer's instructions
and recommendations, and so as to avoid waste due to necessity for replacement.
B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated,
C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal
lines, unless otherwise indicated.
3.05 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casual field observation and
existing record documents only.
1. Report discrepancies to Architect/Engineer before disturbing existing installation.
2. Beginning of alterations work constitutes acceptance of existing conditions.
B. Remove existing work as indicated and as required to accomplish new work.
1. Remove items indicated on drawings.
2. Relocate items indicated on drawings.
3. Where new surface finishes are to be applied to existing work, perform removals, patch, and
prepare existing surfaces as required to receive new finish; remove existing finish if necessary
for successful application of new finish,
4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces
to match adjacent finished surfaces as closely as possible.
C. Services (Including but not limited to HVAC, Plumbing, and Electrical): Remove, relocate, and
extend existing systems to accommodate new construction.
1. Maintain existing active systems that are to remain in operation; maintain access to equipment
and operational components; if necessary, modify installation to allow access or provide access
panel.
2. Where existing systems or equipment are not active and Contract Documents require
reactivation, put back into operational condition; repair supply, distribution, and equipment as
required.
3. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready for
service.
a. Disable existing systems only to make switchovers and connections; minimize duration of
outages.
b. Provide temporary connections as required to maintain existing systems in service.
4. Verify that abandoned services serve only abandoned facilities.
PROJECT NO. 17-210-1103 017000-29 SECTION 0170 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible
ceilings; remove back to source of supply where possible, otherwise cap stub and tag with
identification; patch holes left by removal using materials specified for new construction.
D. Clean existing systems and equipment.
E. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do
not burn or bury.
F. Do not begin new construction in alterations areas before demolition is complete.
G. Comply with all other applicable requirements of this section.
3.06 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. See Alterations article above for additional requirements.
C. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove and replace defective and non -conforming work.
D. Execute work by methods that avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. In existing work, minimize damage and restore to
original condition.
E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
F. Restore work with new products in accordance with requirements of Contract Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Patching:
1. Finish patched surfaces to match finish that existed prior to patching, On continuous surfaces,
refinish to nearest intersection or natural break. For an assembly, refinish entire unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections
due to patching work. If defects are due to condition of substrate, repair substrate prior to
repairing finish.
3.07 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or
remote spaces, prior to enclosing the space.
PROJECT NO. 17-210-1103 017000-30 SECTION 0170 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to
eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose
off-site; do not burn or bury.
3.08 PROTECTION OF INSTALLED WORK
A, Protect installed work from damage by construction operations.
B. Provide special protection where specified in individual specification sections.
C. Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings,
E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of
heavy objects, by protecting with durable sheet materials.
F. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if
possible.
3.09 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Verify tests, meter readings, and specified electrical characteristics agree with those required by
the equipment or system manufacturer.
C. Verify that wiring and support components for equipment are complete and tested.
D. Execute start-up under supervision of applicable Contractor personnel and manufacturer's
representative in accordance with manufacturers' instructions.
E. Submit a written report that equipment or system has been properly installed and is functioning
correctly.
3.10 DEMONSTRATION AND INSTRUCTION
A. See Section 0179 00 - Demonstration and Training.
3.11 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
B. Test, adjust and balance HVAC systems.
3.12 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy.
B. Use cleaning materials that are nonhazardous,
C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or
nameplates on mechanical and electrical equipment.
PROJECT NO. 17-210-1103 017000-31 SECTION 0170 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the
surface and material being cleaned.
E. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of
in legal manner; do not burn or bury.
3.13 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
1. Provide copies to Architect/Engineer and Owner.
B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for
completion or correction in the Contractor's Correction Punch List for Contractor's Notice of
Substantial Completion.
C. Notify Architect/Engineer when work is considered ready for Architect/Engineer's Substantial
Completion inspection.
D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents
have been reviewed, work has been inspected, and that work is complete in accordance with
Contract Documents and ready for Architect/Engineer's Substantial Completion inspection.
E. Conduct Substantial Completion inspection and create Final Correction Punch List containing
Architect/Engineer's and Contractor's comprehensive list of items identified to be completed or
corrected and submit to Architect/Engineer.
F. Correct items of work listed in Final Correction Punch List and comply with requirements for access
to Owner -occupied areas.
G. Notify Architect/Engineer when work is considered finally complete and ready for
Architect/Engineer's Substantial Completion final inspection.
H. Complete items of work determined by Architect/Engineer listed in executed Certificate of
Substantial Completion.
END OF SECTION
PROJECT NO. 17-210-1103 01 7000-32 SECTION 0170 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
SECTION 0178 00
CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data,
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Section 0130 00 - Administrative Requirements: Submittals procedures, shop drawings, product
data, and samples.
B. Section 0170 00 - Execution and Closeout Requirements: Contract closeout procedures.
C. Individual Product Sections: Specific requirements for operation and maintenance data.
D. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Architect/Engineer with claim for final
Application for Payment.
B. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start
of Work. ArchitecVEngineer will review draft and return one copy with comments.
2. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be
reviewed and returned after final inspection, with Architect/Engineer comments. Revise content
of all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after final inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion,
submit within 10 days after acceptance, listing the date of acceptance as the beginning of the
warranty period.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
PROJECT NO. 17-210-1103 017800-33 SECTION 0178 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CLOSEOUT SUBMITTALS
1. Drawings.
2, Specifications.
3. Addenda,
4. Change Orders and other modifications to the Contract.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E, Specifications: Legibly mark and record at each product section description of actual products
installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
F. Record Drawings : Legibly mark each item to record actual construction including:
1. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B, Product Data: Mark each sheet to clearly identify specific products and component parts, and data
applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for
each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and
sequences. Include regulation, control, stopping, shut -down, and emergency instructions. Include
summer, winter, and any special operating instructions.
D. Maintenance Requirements: Include routine procedures and guide for preventative maintenance
and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting,
balancing, and checking instructions.
PROJECT NO. 17-210-1103 017800-34 SECTION 0178 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CLOSEOUT SUBMITTALS
E. Include manufacturer's printed operation and maintenance instructions.
F. Include sequence of operation by controls manufacturer.
G. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required
for maintenance.
H. Provide control diagrams by controls manufacturer as installed.
I. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to
be maintained in storage.
J. Include test and balancing reports.
K. Additional Requirements: As specified in individual product specification sections.
3.04 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with
data arranged in the same sequence as, and identified by, the specification sections.
B. Where systems involve more than one specification section, provide separate tabbed divider for
each system.
C. Prepare instructions and data by personnel experienced in maintenance and operation of
described products.
D. Prepare data in the form of an instructional manual.
E. Binders: Commercial quality, 8-112 by 11 inch three D side ring binders with durable plastic covers;
2 inch maximum ring size. When multiple binders are used, correlate data into related consistent
groupings.
F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of
Architect/Engineer, Consultants,Contractorand subcontractors, with names of responsible parties.
H. Tables of Contents: List every item separated by a divider, using the same identification as on the
divider tab; where multiple volumes are required, include all volumes Tables of Contents in each
volume, with the current volume clearly identified.
I. Dividers; Provide tabbed dividers for each separate product and system; identify the contents on
the divider tab; immediately following the divider tab include a description of product and major
component parts of equipment.
J. Text; Manufacturer's printed data, or typewritten data on 24 pound paper.
K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.
3.05 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and
manufacturers, within 10 days after completion of the applicable item of work. Except for items put
PROJECT NO. 17-210-1103 017800-35 SECTION 0178 00
Copyright 2017 by KLUBER, INC,; All Rights Reserved CLOSEOUT SUBMITTALS
into use with Owner's permission, leave date of beginning of time of warranty until the Date of
Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co -execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
E. Include originals of each in operation and maintenance manuals, indexed separately on Table of
Contents.
END OF SECTION
PROJECT N0.17-210-1103 017800-36 SECTION 0178 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CLOSEOUT SUBMITTALS
SECTION 0179 00
DEMONSTRATION AND TRAINING
PART1 GENERAL
1.01 SUMMARY
A. Demonstration of products and systems where indicated in specific specification sections.
B. Training of Owner personnel in operation and maintenance is required for:
1. All software -operated systems,
2. HVAC systems and equipment.
3. Plumbing equipment.
4. Items specified in individual product Sections.
1.02 RELATED REQUIREMENTS
A. Section 0178 00 - Closeout Submittals: Operation and maintenance manuals.
B, Other Specification Sections: Additional requirements for demonstration and training.
1.03 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Training Plan: Owner will designate personnel to be trained; tailor training to needs and skill -level
of attendees.
1. Submit to Architect/Engineer for transmittal to Owner.
2. Submit not less than two weeks prior to start of training,
3. Revise and resubmit until acceptable,
4. Provide an overall schedule showing all training sessions.
5. Include at least the following for each training session:
a. Identification, date, time, and duration.
b. Description of products andlor systems to be covered.
c. Name of firm and person conducting training; include qualifications.
d. Intended audience, such as job description.
e. Objectives of training and suggested methods of ensuring adequate training.
f. Methods to be used, such as classroom lecture, live demonstrations, hands-on, etc.
g. Media to be used, such a slides, hand-outs, etc.
h. Training equipment required, such as projector, projection screen, etc., to be provided by
Contractor.
C. Training Manuals: Provide training manual for each attendee; allow for minimum of two attendees
per training session.
1. Include applicable portion of 0&M manuals.
2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that are not
included in 0&M manuals.
3. Provide one extra copy of each training manual to be included with operation and maintenance
data.
D. Training Reports:
1. Identification of each training session, date, time, and duration.
PROJECT NO, 17-210-1103 017900-37 SECTION 0179 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved DEMONSTRATION AND TRAINING
2. Sign -in sheet showing names and job titles of attendees.
3. List of attendee questions and written answers given, including copies of and references to
supporting documentation required for clarification; include answers to questions that could not
be answered in original training session.
1.04 QUALITY ASSURANCE
A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the
relevant products and systems.
1. Provide as instructors the most qualified trainer of those contractors and/or installers who
actually supplied and installed the systems and equipment.
2. Where a single person is not familiar with all aspects, provide specialists with necessary
qualifications.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION -GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for the
purposes of this section, unless approved in advance by Owner.
B. Demonstration may be combined with Owner personnel training if applicable.
C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up, shut-
down, seasonal changeover, emergency conditions, and troubleshooting, and maintenance
procedures, including scheduled and preventive maintenance.
1. Perform demonstrations not less than two weeks prior to Substantial Completion,
2. For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
3,02 TRAINING - GENERAL
A. Conduct training on-site unless otherwise indicated.
B. Owner will provide classroom and seating at no cost to Contractor.
C. Provide training in minimum two hour segments.
D. Training schedule will be subject to availability of Owner's personnel to be trained; re -schedule
training sessions as required by Owner; once schedule has been approved by Owner failure to
conduct sessions according to schedule will be cause for Owner to charge Contractor for personnel
"show -up" time.
E. Review of Facility Policy on Operation and Maintenance Data: During training discuss:
1. The location of the 0&M manuals and procedures for use and preservation; backup copies.
2. Typical contents and organization of all manuals, including explanatory information, system
narratives, and product specific information.
3. Typical uses of the 0&M manuals.
F. Product- and System -Specific Training:
1. Review the applicable 0&M manuals.
PROJECT NO. 17-210-1103 017900-38 SECTION 0179 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved DEMONSTRATION AND TRAINING
2. For systems, provide an overview of system operation, design parameters and constraints, and
operational strategies.
1 Review instructions for proper operation in all modes, including start-up, shut -down, seasonal
changeover and emergency procedures, and for maintenance, including preventative
maintenance.
4. Provide hands-on training on all operational modes possible and preventive maintenance.
5. Emphasize safe and proper operating requirements; discuss relevant health and safety issues
and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment installation or operation.
8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage,
9. Review recommended tools and spare parts inventory suggestions of manufacturers.
10. Review spare parts and tools required to be furnished by Contractor.
11 Review spare parts suppliers and sources and procurement procedures.
G. Be prepared to answer questions raised by training attendees; if unable to answer during training
session, provide written response within three days.
END OF SECTION
PROJECT NO. 17-210-1103 017900-39 SECTION 0179 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved DEMONSTRATION AND TRAINING
SECTION 02 4100
DEMOLITION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Selective demolition of building elements for alteration purposes.
1.02 RELATED REQUIREMENTS
A. Section 01 10 00 - Summary: Limitations on Contractor's use of site and premises.
B. Section 0150 00 - Temporary Facilities and Controls: Protective barriers and waste removal.
C. Section 0170 00 - Execution and Closeout Requirements: Project conditions and existing
construction to remain.
1.03 REFERENCE STANDARDS
A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.
PART 2 PRODUCTS -- NOT USED
PART 3 EXECUTION
3.01 SCOPE
A. Remove portions of existing building surfaces to accommodate new materials installation.
B. Remove other items indicated, for salvage, relocation, and recycling.
3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS
A. Comply with other requirements specified in Section 0170 00,
B. Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public.
1. Obtain required permits.
2. Provide, erect, and maintain temporary barriers and security devices.
3. Use physical barriers to prevent access to areas that could be hazardous to workers or the
public.
4. Conduct operations to minimize effects on and interference with adjacent structures and
occupants.
5. Conduct operations to minimize obstruction of public and private entrances and exits; do not
obstruct required exits at any time; protect persons using entrances and exits from removal
operations.
C. If hazardous materials are discovered during removal operations, stop work and notify
Architect/Engineer and Owner; hazardous materials include regulated asbestos containing
materials, lead, PCB's, and mercury.
D. Perform demolition in a manner that maximizes salvage and recycling of materials.
1. Dismantle existing construction and separate materials.
2, Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point
or point of reuse.
PROJECT NO. 17-210-1103 024100-40 SECTION 02 4100
Copyright 2017 by KLUBER, INC.; All Rights Reserved DEMOLITION
3.03 SELECTIVE DEMOLITION FOR ALTERATIONS
A. Drawings showing existing construction are based on casual field observation and existing record
documents only.
1. Verify that construction are as shown.
2. Report discrepancies to Architect/Engineer before disturbing existing installation.
3. Beginning of demolition work constitutes acceptance of existing conditions that would be
apparent upon examination prior to starting demolition.
B. Separate areas in which demolition is being conducted from other areas that are still occupied,
1. Provide, erect, and maintain temporary dustproof partitions of construction specified in Section
01 50 00 ,
C. Remove existing work as indicated and as required to accomplish new work.
1. Remove rotted wood, corroded metals, and deteriorated masonry and concrete; replace with
new construction specified,
2. Remove items indicated on drawings.
D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, and Electrical): Remove
existing systems and equipment as indicated.
1. Maintain existing active systems that are to remain in operation; maintain access to equipment
and operational components.
2. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready for
service.
3. See Section 0110 00 for other limitations on outages and required notifications.
4. Verify that abandoned services serve only abandoned facilities before removal.
5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible
ceilings; remove back to source of supply where possible, otherwise cap stub and tag with
identification.
E. Protect existing work to remain.
1. Prevent movement of structure; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals neatly and as specified for cutting new work.
3. Repair adjacent construction and finishes damaged during removal work.
4. Patch as specified for patching new work.
3.04 DEBRIS AND WASTE REMOVAL
A. Remove debris, junk, and trash from site,
B. Leave site in clean condition, ready for subsequent work.
C. Clean up spillage and wind-blown debris from public and private lands,
END OF SECTION
PROJECT NO, 17-210-1103 024100-41 SECTION 02 4100
Copyright 2017 by KLUBER, INC.; All Rights Reserved DEMOLITION
SECTION 03 30 00
CAST -IN-PLACE CONCRETE
PART1 GENERAL
1.01 SECTION INCLUDES
A. Concrete formwork.
B. Floors and slabs on grade.
C. Joint devices and accessories associated with concrete work.
D. Concrete curing.
1.02 REFERENCE STANDARDS
A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; 2010,
B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass
Concrete; 1991 (Reapproved 2009).
C. ACI 211.2 - Standard Practice for Selecting Proportions for Structural Lightweight Concrete; 1998
(Reapproved 2004).
D. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).
E. ACI 302.1 R - Guide for Concrete Floor and Slab Construction; 2004 (Errata 2007).
F. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000.
G. ACI 305R - Hot Weather Concreting; 2010.
H. ACI 306R - Cold Weather Concreting; 2010,
I. ACI 308R - Guide to Curing Concrete; 2001 (Reapproved 2008).
J. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata
2016).
K. ACI 347R - Guide to Formwork for Concrete; 2014.
L. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for
Concrete Reinforcement; 2016,
M. ASTM A10641A1064M - Standard Specification for Carbon -Steel Wire and Welded Wire
Reinforcement, Plain and Deformed, for Concrete; 2015,
N. ASTM C33IC33M - Standard Specification for Concrete Aggregates; 2016,
0. ASTM C941C94M - Standard Specification for Ready -Mixed Concrete; 2016a.
P. ASTM C1501C150M - Standard Specification for Portland Cement; 2016,
Q. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2016.
R. ASTM C2601C260M - Standard Specification for Air -Entraining Admixtures for Concrete; 2010a
(Reapproved 2016).
PROJECT NO. 17-210-1103 033000-42 SECTION 03 30 00
Copyright 2017 by KLJBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
S. ASTM C309 - Standard Specification for Liquid Membrane -Forming Compounds for Curing
Concrete; 2011.
T. ASTM C3301C330M - Standard Specification for Lightweight Aggregates for Structural Concrete;
2014.
U. ASTM C4941C494M - Standard Specification for Chemical Admixtures for Concrete; 2016.
V. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for
Use in Concrete; 2015.
W. ASTM C8811C881 M - Standard Specification for Epoxy -Resin -Base Bonding Systems for
Concrete; 2015,
X. ASTM C10591C1059M - Standard Specification for Latex Agents for Bonding Fresh to Hardened
Concrete; 2013,
Y. ASTM C11071C1107M - Standard Specification for Packaged Dry, Hydraulic -Cement Grout
(Nonshrink); 2014x,
Z. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving
and Structural Construction (Nonextruding and Resilient Bituminous Types); 2004 (Reapproved
2013).
AA, ASTM D1752 - Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC
Expansion Joint Fillers for Concrete Paving and Structural Construction; 2004a (Reapproved
2013).
AB. ASTM E1643 - Standard Practice for Selection, Design, Installation and Inspection of Water
Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs; 2011.
AC, ASTM E1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact with
Soil or Granular Fill under Concrete Slabs; 2011.
AD, NSF 372 - Drinking Water System Components - Lead Content; 2011.
1.03 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Submit manufacturers' data on manufactured products showing compliance with
specified requirements and installation instructions.
1. For curing compounds, provide data on method of removal in the event of incompatibility with
floor covering adhesives.
2. Anchoring epoxy and expansion anchors.
C. Mix Designs: 15 days prior to start of work, submit mix design for each type of concrete specified
including back-up test data.
D. Samples: Submit samples of underslab vapor retarder to be used.
1.04 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301 and ACI 318,
B. Acquire cement from same source and aggregate from same source for entire project.
PROJECT NO, 17-210-1103 033000-43 SECTION 03 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
C. Follow recommendations of ACI 305R when concreting during hot weather.
D. Follow recommendations of ACI 306R when concreting during cold weather.
PART 2 PRODUCTS
2.01 FORMWORK
A. Formwork Design and Construction: Comply with guidelines of ACI 347R to provide formwork that
will produce concrete complying with tolerances of ACI 117.
B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand
hydrostatic head without distortion in excess of permitted tolerances.
1. Form Facing for Exposed Finish Concrete: Contractor's choice of materials that will provide
smooth, stain -free final appearance.
2. Form Coating: Release agent that will not adversely affect concrete or interfere with application
of coatings.
2.02 REINFORCEMENT
A. Reinforcing Steel: ASTM A6151A615M, Grade 60 (60,000 psi).
1. Type: Deformed billet -steel bars.
2. Finish: Unfinished, unless otherwise indicated.
B. Steel Welded Wire Reinforcement (WWR)
1. Form: Flat sheets.
2. Mesh Size: 6 x 6.
Galvanized, plain type, ASTM A10641A1064M.
C. Reinforcement Accessories:
1. Tie Wire. Annealed, minimum 16 gage, 0.0508 inch.
2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of
reinforcement during concrete placement.
2.03 CONCRETE MATERIALS
A. Cement: ASTM C1501C150M, Type I - Normal Portland type.
B. Fine and Coarse Aggregates: ASTM C 33.
C. Lightweight Aggregate: ASTM C3301C330M.
D. Fly Ash: ASTM C618, Class C.
E. Water: Clean and not detrimental to concrete.
2.04 ADMIXTURES
A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of
cement,
B. Air Entrainment Admixture: ASTM C2601C260M,
C. High Range Water Reducing and Retarding Admixture: ASTM C4941C494M Type G.
D. High Range Water Reducing Admixture; ASTM C4941C494M Type F.
E. Water Reducing and Accelerating Admixture: ASTM C4941C494M Type E.
PROJECT NO. 17-210-1103 033000-44 SECTION 03 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
F. Water Reducing and Retarding Admixture: ASTM C4941C494M Type D.
G. Accelerating Admixture: ASTM C4941C494M Type C,
H. Retarding Admixture: ASTM C4941C494M Type B.
I. Water Reducing Admixture: ASTM C4941C494M Type A.
2.05 ACCESSORY MATERIALS
A. Underslab Vapor Retarder: Multi -layer, fabric-, cord-, grid-, or aluminum -reinforced polyethylene or
equivalent, complying with ASTM E1745, Class A; stated by manufacturer as suitable for
installation in contact with soil or granular fill under concrete slabs. The use of single ply
polyethylene is prohibited.
1. Installation: Comply with ASTM E1643.
2. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic,
prefabricated boots, etc., for sealing seams and penetrations in vapor retarder.
3. Products;
a. Insulation Solutions, Inc; Viper VaporCheck ll 15 -mil (Class A):
www.insulationsolutions.com,
b. Inte0ape Polymer Group, Inc; VaporMaster 15: www,inte0apepolymer.com,
c. Stego Industries, LLC: www,stegoindustries.com.
d. W,R. Meadows, Inc.; PERMINATOR Class A -15 mils: www.wrmeadows.com.
e. Substitutions: See Section 0160 00 - Product Requirements.
B. Non -Shrink Cementitious Grout: Premixed compound consisting of non-metallic aggregate,
cement, water reducing and plasticizing agents.
1. Minimum Compressive Strength at 48 Hours: 2,000 pounds per square inch.
2. Minimum Compressive Strength at 28 Days 7,000 pounds per square inch.
C. Liquid Curing Compound: ASTM C 309, Type 1, clear or translucent.
2.06 BONDING AND JOINTING PRODUCTS
A. Latex Bonding Agent: Non-redispersable acrylic latex, complying with ASTM C10591C1059M,
Type II.
B. Epoxy Bonding System:
C. Waterstops: Bentonite and butyl rubber, complying with NSF 61 and NSF 372.
D. Slab Isolation Joint Filler: 112 inch thick, height equal to slab thickness, with removable top section
that will form 112 inch deep sealant pocket after removal.
1. Material: ASTM D1751, cellulose fiber.
E. Slab Contraction Joint Device: Preformed linear strip intended for pressing into wet concrete to
provide straight route for shrinkage cracking.
F. Construction Joint Devices: Integral galvanized steel; formed to tongue and groove profile, with
removable top strip exposing sealant trough, knockout holes spaced at 6 inches, ribbed steel
spikes with tongue to fit top screed edge.
G. Sealant and Primer: As specified in Section 07 90 05.
PROJECT NO. 17-210-1103 033000-45 SECTION 03 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
2.07 CURING MATERIALS
A. Curing Compound, Naturally Dissipating: Clear, water-based, liquid membrane -forming
compound; complying with ASTM C309,
B. Moisture -Retaining Sheet: ASTM C171.
1, Curing paper, regular.
2. Polyethylene film, clear, minimum nominal thickness of 0.0040 in,
3. White -burlap -polyethylene sheet, weighing not less than 10 ounces per linear yard, 40 inches
wide.
C. Water: Potable, not detrimental to concrete.
2.08 CONCRETE MIX DESIGN
A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.
B. Proportioning Structural Lightweight Concrete: Comply with ACI 211.2 recommendations,
C. Concrete Strength: Establish required average strength for each type of concrete on the basis of
field experience or trial mixtures, as specified in ACI 301,
1. For trial mixtures method, employ independent testing agency acceptable to Architect/Engineer
for preparing and reporting proposed mix designs.
D. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates
recommended by manufacturer, Submit to Architect for review and approval.
E. Normal Weight Concrete: Type "A".
1. Compressive Strength, when tested in accordance with ASTM C391C39M at 28 days: 3,000
pounds per square inch.
2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight.
3. Water -Cement Ratio: Maximum 48 percent by weight.
4. Total Air Content: 2 percent, determined in accordance with ASTM C 1731C 173M,
5. Maximum Slump: 4 inches.
6. Maximum Aggregate Size: 314 inch.
2.09 MIXING
A. Transit Mixers: Comply with ASTM C941C94M.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.
3.02 PREPARATION
A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support all
applied loads until concrete is cured, and for easy removal without damage to concrete.
B. Verify that forms are clean and free of rust before applying release agent.
C. Coordinate placement of embedded items with erection of concrete formwork and placement of
form accessories.
PROJECT NO. 17-210-1103 033000-46 SECTION 03 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
D. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by
cleaning with steel brush and applying bonding agent in accordance with manufacturer's
instructions.
1. Use epoxy bonding system for bonding to damp surfaces, for structural load-bearing
applications, and where curing under humid conditions is required.
2. Use latex bonding agent only for non -load-bearing applications.
E. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert
steel dowels and pack solid with non -shrink grout.
F. Interior Slabs on Grade: install vapor retarder under interior slabs on grade. Lap joints minimum 6
inches. Seal joints, seams and penetrations watertight with manufacturer's recommended products
and follow manufacturer's written instructions. Repair damaged vapor retarder before covering.
1. Vapor Retarder Over Granular Fill: Install compactible granular fill before placing vapor retarder
as shown on the drawings. Do not use sand.
G. Set steel pipe bollards plumb.
3.03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS
A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and
accurately position, support, and secure in place to achieve not less than minimum concrete
coverage required for protection.
B. Install welded wire reinforcement in maximum possible lengths, and offset end laps in both
directions. Splice laps with tie wire.
3.04 PLACING CONCRETE
A. Place concrete in accordance with ACI 304R.
B. Place concrete for floor slabs in accordance with ACI 302.1 R.
C. Notify Architect/Engineer not less than 24 hours prior to commencement of placement operations.
D. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test
samples taken.
E. Ensure reinforcement, inserts, embedded parts, and formed construction joint devices will not be
disturbed during concrete placement.
F. Place concrete continuously without construction (cold) joints wherever possible; where
construction joints are necessary, before next placement prepare joint surface by removing laitance
and exposing the sand and sound surface mortar, by sandblasting or high-pressure water jetting.
G. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below.
3.05 SLAB JOINTING
A. Locate joints as indicated on the drawings.
B. Anchor joint fillers and devices to prevent movement during concrete placement.
C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height
equal to thickness of slab, set flush with top of slab.
PROJECT NO. 17-210-1103 033000-47 SECTION 03 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
1. Install wherever necessary to separate slab from other building members, including columns,
walls, equipment foundations, footings, stairs, manholes, sumps, and drains.
D. Load Transfer Construction and Contraction Joints: Install load transfer devices as indicated; saw
cut joint at surface as indicated for contraction joints.
E. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours
after placing; use 3116 inch thick blade and cut at least 1 inch deep but not less than one quarter
(114) the depth of the slab.
F. Repair underslab vapor retarder damaged during placement of concrete reinforcing. Repair with
vapor retarder material; lap over damaged areas minimum 6 inches and seal watertight.
G. Install joint devices in accordance with manufacturer's instructions.
H. Install construction joint devices in coordination with floor slab pattern placement sequence. Set
top to required elevations. Secure to resist movement by wet concrete.
I. Apply sealants in joint devices in accordance with Section 07 90 05.
J. Place concrete continuously between predetermined expansion, control, and construction joints.
K. Do not interrupt successive placement; do not permit cold joints to occur.
L. Place floor slabs in checkerboard or saw cut pattern indicated.
M. Grout under base plates to be troweled smooth, splay neatly to 45 degrees.
3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A. Screed slabs on grade level, maintaining the following minimum F(F) Floor Flatness and F(L) Floor
Levelness values when measured in accordance with ASTM E 1155/ASTM E 1155M.
1. F(F): Specified Overall Value (SOV) of 35; Minimum Localized Value (MLV) of 24.
2. F(Q) Specified Overall Value (SOV) of 25; Minimum Localized Value (MLV) of 17.
B. Screed elevated slabs level, maintaining the following minimum F(F) Floor Flatness and F(L) Floor
Levelness values when measured in accordance with ASTM E 1155/ASTM E 1155M.
1. F(F): Specified Overall Value (SOV) of 25; Minimum Localized Value (MLV) of 17.
2. F(L): Specified Overall Value (SOV) of 20; Minimum Localized Value (MLV) of 13.
C. Correct the slab surface if tolerances are less than specified.
D. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring
corrective work will be identified. Re -measure corrected areas by the same process.
3.07 CONCRETE FINISHING
A. Concrete Slabs: Finish to requirements of ACI 302.1 R, and as follows:
1. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 302.1R; thin floor
coverings include carpeting, resilient flooring, seamless flooring, thin set quarry tile, and thin set
ceramic tile.
2. Other Surfaces to Be Left Exposed: Trowel as described in ACI 302.1 R, minimizing burnish
marks and other appearance defects.
PROJECT N0, 17-210-1103 033000-48 SECTION 03 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
B. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at
1:100 nominal.
3.08 CURING AND PROTECTION
A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from
premature drying, excessively hot or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for period
necessary for hydration of cement and hardening of concrete.
C. Surfaces Not in Contact with Forms:
1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep
continuously moist for not less than three days by water ponding, water -saturated sand, water -
fog spray, or saturated burlap.
a. Spraying: Spray water over floor slab areas and maintain wet.
b. Saturated Burlap: Saturate burlap -polyethylene and place burlap -side down over floor slab
areas, lapping ends and sides; maintain in place.
2. Final Curing: Begin after initial curing but before surface is dry.
a. Moisture -Retaining Sheet: Lap strips not less than 3 inches and seal with waterproof tape or
adhesive; secure at edges,
b. Curing Compound: Apply in two coats at right angles, using application rate recommended
by manufacturer.
3.09 FIELD QUALITY CONTROL
3.10 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or
specified requirements.
B. Repair or replacement of defective concrete will be determined by the Arch itect/Engineer. The cost
of additional testing shall be borne by Contractor when defective concrete is identified.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of
Architect/Engineer for each individual area.
3.11 PROTECTION
A. Do not permit traffic over unprotected concrete floor surface until fully cured.
3.12 SCHEDULE - CONCRETE TYPES AND FINISHES
Location
A. Interior slab -on -grade
Mix Type Concrete Finish
A troweled
END OF SECTION
PROJECT NO. 17-210-1103 033000-49 SECTION 03 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved CAST -IN-PLACE CONCRETE
SECTION 04 20 02
SINGLE-WYTHE UNIT MASONRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete masonry units.
B. Reinforcement, anchorage, and accessories.
1.02 RELATED REQUIREMENTS
A. Section 07 84 00 - Firestopping: Firestopping at penetrations of masonry work.
1.03 REFERENCE STANDARDS
A. ACI 5301530.11ERTA - Building Code Requirements and Specification for Masonry Structures and
Related Commentaries; 2013.
B. ASTM A1531A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel
Hardware; 2009,
C. ASTM Al0641A1064M - Standard Specification for Carbon -Steel Wire and Welded Wire
Reinforcement, Plain and Deformed, for Concrete; 2015.
D. ASTM C129 - Standard Specification for Nonloadbearing Concrete Masonry Units; 2014a.
E. UL (FRD) - Fire Resistance Directory; current edition.
1.04 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Product Data; Provide data for concrete masonry units and fabricated wire reinforcement,
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and
contamination by other materials.
1.06 FIELD CONDITIONS
A. Maintain materials and surrounding air temperature to minimum 40 degrees F prior to, during, and
48 hours after completion of masonry work.
B. Maintain materials and surrounding air temperature to maximum 90 degrees F prior to, during, and
48 hours after completion of masonry work.
PART 2 PRODUCTS
2,01 CONCRETE MASONRY UNITS
A, Concrete Block: Comply with referenced standards and as follows:
1. Size: Standard units with nominal face dimensions of 16 x 8 inches and nominal depth of 8
inches.
2. Non-Loadbearing Units: ASTM C129.
a. Hollow block, as indicated.
PROJECT NO. 17-210-1103 042002-50 SECTION 04 20 02
Copyright 2017 by KLUBER, INC.; All Rights Reserved SINGLEVYTHE UNIT MASONRY
b. Normal weight.
2.02 REINFORCEMENT AND ANCHORAGE
A. Single Wythe Joint Reinforcement: Truss type; ASTM Al0641A1064M steel wire, hot dip
galvanized after fabrication to ASTM A1531A153M, Class B; 0.1483 inch side rods with 0.1483 inch
cross rods; width as required to provide not more than 1 inch and not less than 112 inch of mortar
coverage on each exposure.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive masonry.
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. Concrete Masonry Units:
1. Bond: Running,
2. Coursing: One unit and one mortar joint to equal 8 inches.
3. Mortar Joints: Concave,
3.03 PLACING AND BONDING
A. Lay hollow masonry units with face shell bedding on head and bed joints.
B. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.
C. Remove excess mortar as work progresses.
D. Interlock intersections and external corners, except for units laid in stack bond.
E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be
made, remove mortar and replace.
F. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped
edges. Prevent broken masonry unit corners or edges.
3.04 REINFORCEMENT AND ANCHORAGE
A. Install horizontal joint reinforcement 16 inches on center.
B. Place masonry joint reinforcement in first and second horizontal joints above and below openings.
Extend minimum 16 inches each side of opening.
C. Place continuous joint reinforcement in first and second joint below top of walls.
D. Lap joint reinforcement ends minimum 6 inches.
3.05 TOLERANCES
A. Maximum Variation From Unit to Adjacent Unit: 1116 inch.
PROJECT NO. 17-210-1103 042002-51 SECTION 04 20 02
Copyright 2017 by KLUBER, INC.; All Rights Reserved SINGLEVYTHE UNIT MASONRY
B. Maximum Variation from Plane of Wall; 114 inch in 10 ft and 112 inch in 20 ft or more.
C. Maximum Variation from Plumb; 114 inch per story non -cumulative; 1f2 inch in two stories or more.
D. Maximum Variation from Level Coursing: 118 inch in 3 ft and 114 inch in 10 ft; 112 inch in 30 ft.
E. Maximum Variation of Joint Thickness: Head joint, minus 114 inch, plus 318 inch.
F. Maximum Variation from Cross Sectional Thickness of Walls; 114 inch.
3.06 CLEANING
A. Remove excess mortar and mortar smears as work progresses.
B. Use non-metallic tools in cleaning operations.
END OF SECTION
PROJECT NO. 17-210-1103 042002-52 SECTION 04 20 02
Copyright 2017 by KLUBER, INC.; All Rights Reserved SINGLEVYTHE UNIT MASONRY
SECTION 0610 00
ROUGH CARPENTRY
PART1 GENERAL
1.01 SECTION INCLUDES
A. Fire retardant treated wood materials.
B. Concealed wood blocking, nailers, and supports.
1.02 REFERENCE STANDARDS
A. ASTM A1531A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel
Hardware; 2009,
B. AWPA U1 - Use Category System: User Specification for Treated Woad; 2012.
C. PS 20 - American Softwood Lumber Standard; 2010.
D. WWPA G-5 - Western Lumber Grading Rules; 2011.
1.03 DELIVERY, STORAGE, AND HANDLING
A. General: Cover wood products to protect against moisture. Support stacked products to prevent
deformation and to allow air circulation.
B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or
installation.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.
1. If no species is specified, provide any species graded by the agency specified; if no grading
agency is specified, provide lumber graded by any grading agency meeting the specified
requirements.
2. Grading Agency: Any grading agency whose rules are approved by the Board of Review,
American Lumber Standard Committee (www.alsc.org) and who provides grading service for
the species and grade specified; provide lumber stamped with grade mark unless otherwise
indicated.
B. Lumber fabricated from old growth timber is not permitted.
2.02 DIMENSION LUMBER
A. Grading Agency: Western Woad Products Association; WWPA G-5.
B. Sizes: Nominal sizes as indicated on drawings, S4S.
C. Moisture Content S -dry or MC19.
D. Miscellaneous Framing, Blacking, Nailers, Grounds, and Furring:
1. Lumber: S4S, No, 2 or Standard Grade,
2. Boards: Standard or No. 3.
PROJECT NO. 17-210-1103 061000-53 SECTION 06 10 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ROUGH CARPENTRY
2.03 ACCESSORIES
A, Fasteners and Anchors:
1. Metal and Finish: Hot -dipped galvanized steel complying with ASTM A1531A153M for high
humidity and preservative -treated wood locations, unfinished steel elsewhere.
2.04 FACTORY WOOD TREATMENT
A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for
wood treatments determined by use categories, expected service conditions, and specific
applications.
1. Fire -Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating
compliance with specified requirements.
B, Fire Retardant Treatment:
1. Interior Type A: AWPA Use Category UCFA, Commodity Specification H (Treatment C20 for
lumber and C27 for plywood), low temperature (low hygroscopic) type, chemically treated and
pressure impregnated; capable of providing a maximum flame spread rating of 25 when tested
in accordance with ASTM E 84, with no evidence of significant combustion when test is
extended for an additional 20 minutes.
a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and
15 percent for plywood,
b. Treat rough carpentry items as scheduled.
c. Do not use treated wood in applications exposed to weather or where the wood may
become wet.
PART 3 EXECUTION
3.01 INSTALLATION - GENERAL
A. Select material sizes to minimize waste.
B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory
components, including: shims, bracing, and blocking.
C. Where treated wood is used on interior, provide temporary ventilation during and immediately after
installation sufficient to remove indoor air contaminants.
3.02 BLOCKING, NAILERS, AND SUPPORTS
A. Provide framing and blocking members as indicated or as required to support finishes, fixtures,
specialty items, and trim.
B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required by
applicable local code, to close concealed draft openings between floors and between top story and
roof/attic space; other material acceptable to code authorities may be used in lieu of solid wood
blocking.
C. In metal stud walls, provide continuous blocking around door and window openings for anchorage
of frames, securely attached to stud framing.
PROJECT NO. 17-210-1103 061000-54 SECTION 0610 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ROUGH CARPENTRY
D. In walls, provide blocking attached to studs as backing and support for wall -mounted items, unless
item can be securely fastened to two or more studs or other method of support is explicitly
indicated.
E. Where ceiling -mounting is indicated, provide blocking and supplementary supports above ceiling,
unless other method of support is explicitly indicated.
F. Provide the following specific non-structural framing and blocking;
1. Cabinets and shelf supports.
2. Wall brackets.
3. Handrails.
4. Grab bars.
5. Towel and bath accessories.
6. Wall -mounted door stops.
7. Chalkboards and marker boards.
& Wall paneling and trim.
9. Joints of rigid wall coverings that occur between studs.
3.03 TOLERANCES
A, Framing Members: 114 inch from true position, maximum.
B. Variation from Plane (Other than Floors): 114 inch in 10 feet maximum, and 114 inch in 30 feet
maximum.
3.04 SCHEDULES
A. Blocking in Gypsum Board Walls: Fire retardant treated.
END OF SECTION
PROJECT NO. 17-210-1103 061000-55 SECTION 06 10 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved ROUGH CARPENTRY
SECTION 07 84 00
FIRESTOPPING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Firestopping materials.
B. Firestopping of all penetrations of and joints in fire rated assemblies, whether indicated on
drawings or not, and other openings indicated.
C. Smoke -stopping of all penetrations of and joints in smoke partitions, whether indicated on drawings
or not, and other openings indicated.
1.02 RELATED REQUIREMENTS
A. Section 09 21 16 - Gypsum Board Assemblies: Gypsum wallboard fireproofing.
1.03 REFERENCE STANDARDS
A. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials; 2015.
B. ASTM E814 - Standard Test Method for Fire Tests of Through -Penetration Fire Stops; 2013a.
C. ASTM E1966 - Standard Test Method for Fire Resistive Joint Systems; 2007 (Reapproved 2011).
D. ITS (DIR) - Directory of Listed Products; current edition.
E. FM 4991 - Approval Standard for Firestop Contractors; 2013.
F. FM (AG) - FM Approval Guide; current edition.
G. UL 2079 - Standard for Tests for Fire Resistance of Building Joint Systems; Current Edition,
Including All Revisions.
H. UL (FRD) - Fire Resistance Directory; current edition,
1.04 DEFINITIONS
A. Assembly: Particular arrangement of materials specific to given type of construction described or
detailed in referenced documents,
B. Barriers: Time rated fire walls, smoke barrier walls, time rated ceiling/floor assemblies and
structural floors.
C. Firestopping: Methods and materials applied in penetrations and unprotected openings to limit
spread of heat, fire gasses and smoke.
D. Penetration: Opening or foreign material passing through or into barrier or structural floor such that
full thickness of rated materials is not obtained.
E. Joint: Interruption to a fire -rated assembly occurring at interface between 1) adjacent sections of
wall, 2) intersecting walls, 3) top of wall and ceiling, structural floor or roof deck, 4) wall and edge
of structural floor, 5) adjacent sections of structural floor.
F. System; Specific products and applications, classified and numbered by Underwriters Laboratories,
Inc. to close specific barrier penetrations and joints.
PROJECT NO, 17-210-1103 078400-56 SECTION 07 84 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved FIRESTOPPING
G. Sleeve: Metal fabrication or pipe section extending through thickness of barrier and used to
permanently guard penetration. Sleeves are described as part of penetrating system in other
sections and may or may not be required.
1.05 SYSTEM DESCRIPTION
A. Design Requirements:
1. Fire -rated construction: Maintain barrier and structural floor fire resistance ratings including
resistance to cold smoke at all penetrations, connections with other surfaces or types of
construction, at separations required to permit building movement and sound or vibration
absorption, and at other construction gaps.
2. Smoke barrier construction: Maintain barrier and structural floor resistance to cold smoke at all
penetrations, connections with other surfaces and types of construction and at all separations
required to permit building movement and sound or vibration absorption, and at other
construction gaps.
1.06 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Schedule of Firestopping: List each type of penetration, fire rating of the penetrated assembly, and
firestopping test or design number.
1. Provide manufacturer's qualified engineering judgements for non-standard applications.
C. Product Data; Provide data on product characteristics, performance ratings, and limitations.
D. Manufacturer's Installation Instructions: Indicate preparation and installation instructions.
E. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
1.07 QUALITY ASSURANCE
A. Fire Testing: Provide firestopping assemblies of designs that provide the scheduled fire ratings
when tested in accordance with methods indicated.
1. Listing in LIL (FRD), FM (AG), or ITS (DIR) will be considered as constituting an acceptable test
report.
2. Submission of actual test reports is required for assemblies for which none of the above
substantiation exists.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this
section with minimum three years documented experience.
C. Installer Qualifications: Company specializing in performing the work of this section and:
1. Approved by Factory Mutual Research Corporation under FM 4991, or meeting any two of the
following requirements:.
2. With minimum 3 years documented experience installing work of this type.
3. Able to show at least 5 satisfactorily completed projects of comparable size and type.
4. Licensed by authority having jurisdiction.
5. Approved by firestopping manufacturer.
1.08 MOCKUP
A. Install one firestopping assembly representative of each fire rating design required on project.
PROJECT N0, 17-210-1103 078400-57 SECTION 07 84 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved FIRESTOPPING
1. Where one design may be used for different penetrating items or in different wall constructions,
install one assembly for each different combination.
B. Obtain approval of authorities having jurisdiction (AHJ) before proceeding.
C. If accepted, mock-up will represent minimum standard for the Work.
D. If accepted, mock-up may remain as part of the Work. Remove and replace mock-ups not
accepted.
1,09 DELIVERY, STORAGE AND HANDLING
A. Deliver products in original, unopened packaging with legible manufacturer's identification.
B. Coordinate delivery with scheduled installation date to minimize storage time at site.
C. Store materials in a clean, dry, ventilated location. Protect materials from freezing if required by
manufacturer.
1.10 FIELD CONDITIONS
A. Comply with firestopping manufacturer's recommendations for temperature and conditions during
and after installation. Maintain minimum temperature before, during, and for 3 days after
installation of materials.
B. Provide ventilation in areas where solvent -cured materials are being installed.
PART 2 PRODUCTS
2.01 FIRESTOPPING ASSEMBLIES
A. Firestopping: Any material meeting requirements.
1. Fire Ratings: Use any system that is listed by FM (AG), ITS (DIR), or UL (FRD) and tested in
accordance with ASTM E814 or ASTM El 19 with F Rating equal to fire rating of penetrated
assembly and minimum T Rating Equal to F Rating and in compliance with other specified
requirements.
2.02 MATERIALS
A. Acceptable Manufacturers: As listed in UL (FRD) for specific UL Design Number.
B. Fill, Void or Cavity Materials: Conform to UL (FRD) - XHHW.
C. Firestop Devices: Conform to UL (FRD) - XHJI.
D. Forming Materials: Conform to UL (FRD) - XHKU.
E. Mechanical Joint Assemblies: Conform to UL (FRD) - XHLP.
F. Packing Material As required by specific UL Design Number for joint system or through -
penetration firestop system,
G. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type required for tested
assembly design.
PROJECT NO. 17-210-1103 078400-58 SECTION 07 84 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved FIRESTOPPING
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify openings are ready to receive the work of this section.
1. Verify barrier joints and penetrations are properly sized and in suitable condition for application
of materials.
3.02 PREPARATION
A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter that could
adversely affect bond of firestopping material.
B, Remove incompatible materials that could adversely affect bond.
3.03 INSTALLATION
A. Install materials in manner described in UL (FRD) or fire test report and in accordance with
manufacturer's instructions, completely closing openings.
B. Do not cover installed firestopping until inspected by authorities having jurisdiction.
C. Install labeling required by code.
3.04 CLEANING AND PROTECTION
A. Protect adjacent surfaces from damage by material installation.
B. Patch or replace firestopping damaged by work of other sections.
END OF SECTION
PROJECT NO. 17-210-1103 078400-59 SECTION 07 84 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved FIRESTOPPING
SECTION 07 90 05
JOINT SEALERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Expansion joint sealers.
1.02 RELATED REQUIREMENTS
A. Section 07 84 00 - Firestopping: Firestopping sealants.
B. Section 09 21 16 - Gypsum Board Assemblies: Acoustic sealant.
1.03 REFERENCE STANDARDS
A. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.
B. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2013.
C. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with other sections referencing this section.
1.05 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating sealant chemical characteristics.
C. Samples: Submit one samples, 2 inch in size illustrating sealant colors for selection.
D. Manufacturer's Installation Instructions: Indicate special procedures.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this
section with minimum 5 years experience.
B. Applicator Qualifications: Company specializing in performing the work of this section with
minimum three years documented experience and approved by manufacturer.
1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after
installation,
1.08 WARRANTY
A. See Section 0178 00 - Closeout Submittals, for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight
seal, exhibit loss of adhesion or cohesion, or do not cure.
PROJECT NO. 17-210-1103 079005-60 SECTION 07 90 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved JOINT SEALERS
PART 2 PRODUCTS
2,01 JOINT SEALANTS
A. Sealants and Primers - General: Provide only products having lower volatile organic compound
(VOC) content than required by South Coast Air Quality Management District Rule No. 1168.
B. Type S-1 -Acrylic Sealant: ASTM C920, Grade NS, Class 12-1f2, Uses NT, M, A, 0; single
component, solvent curing, non -staining, non-bleeding, non -sagging.
1. Color: Match adjacent finished surfaces.
2. Movement Capability: Plus and minus 12-112 percent.
C. Type S-3 - Nonsag Polyurethane Sealant: ASTM C920, Grade NS, Class 25, Uses NT, 1, M, A, G,
0; single component, chemical curing, non -staining, non bleeding, non -sagging type.
1. Color: Match adjacent finished surfaces.
2. Movement Capability: Plus and minus 25 percent.
D. Type S-4 - Self -Leveling Polyurethane Sealant: ASTM C920, Grade P, Class 25 minimum; Uses
T, 1, M, A, 0; single component, chemical curing, non staining, non bleeding, capable of continuous
water immersion, self -leveling type.
1. Color: Gray.
2. Movement Capability: Plus and minus 25 percent.
3. Service Temperature Range: -40 to 180 degrees F.
4. Shore A Hardness Range; 20 to 35.
E. Type S-5 - Self -leveling or Non -sag Silicone Sealant: ASTM D5893, Type S, Grade NS or P, Class
100150 minimum; Uses T, A, G, M, 0; single component, neutral curing, non-bleeding.
1. Color: To be selected by Architect/Engineer from manufacturer's standard range.
2. Movement Capability: Plus 100 percent, minus 50 percent.
F, Type S-6 - Silicone Sealant: ASTM C920, Grade NS, Class 25 minimum; Uses NT, A, G, M, 0;
single component, neutral curing, non -sagging, non -staining, fungus resistant, non-bleeding.
1. Color: Clear,
2. Movement Capability: Plus and minus 25 percent.
G. Type S-7 - Nonsag Silyl-terminated Polyether Sealant: ASTM C920, Grade NS, Class 25
minimum, Uses NT, A, G, M, 0; single component, non -sagging, non -staining, non-bleeding.
1. Cure Type: Neutral.
2. Color: Match adjacent finished surfaces.
3. Movement Capability: Plus and minus 50 percent.
2.02 ACCESSORIES
A. Primer: Non -staining type, recommended by sealant manufacturer to suit application.
B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer;
compatible with joint forming materials.
C. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
PROJECT NO. 17-210-1103 079005-61 SECTION 07 90 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved JOINT SEALERS
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.
B. Verify that joint backing and release tapes are compatible with sealant.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean and prime joints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.
D. Protect elements surrounding the work of this section from damage or disfigurement.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces
and material installation instructions.
B. Perform installation in accordance with ASTM C1193.
C. Measure joint dimensions and size joint backers to achieve width -to -depth ratio, neck dimension,
and surface bond area as recommended by manufacturer, except where specific dimensions are
indicated.
D. Install bond breaker where joint backing is not used.
E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags,
F, Apply sealant within recommended application temperature ranges. Consult manufacturer when
sealant cannot be applied within these temperature ranges.
G. Tool joints concave.
3.04 CLEANING
A. Clean adjacent soiled surfaces.
3.05 PROTECTION
A. Protect sealants until cured.
3.06 SCHEDULE
A. Control and Expansion Joints in Paving: Type S-4.
B. Control, Expansion, and Soft Joints in Masonry, and Between Masonry and Adjacent Work: Type
S-3, S-5 or S-7.
C. Interior Joints for Which No Other Sealant is Indicated: Type S-1; .
D. Control and Expansion Joints in Interior Concrete Slabs and Floors; Type S-4,
PROJECT N0, 17-210-1103 079005-62 SECTION 07 90 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved JOINT SEALERS
E. Joints Between Plumbing Fixtures and Walls and Floors, and Between Countertops and Walls:
Type S-6.
END OF SECTION
PROJECT NO. 17-210-1103 079005-63 SECTION 07 90 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved JOINT SEALERS
SECTION 08 3100
ACCESS DOORS AND PANELS
PART 1 GENERAL
1.01 SECTION INCLUDES
A, Wall access door and frame units.
B. Schedule of additional doors to be provided beyond those shown on the Drawings.
1.02 RELATED REQUIREMENTS
A. Section 09 21 16 - Gypsum Board Assemblies: Openings in partitions and drywall ceilings.
B, Section 09 90 00 - Painting and Coating: Field paint finish.
1.03 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide sizes, types, finishes, hardware, scheduled locations, and details of
adjoining work.
C. Shop Drawings: Indicate exact position of all access door units.
D. Manufacturer's Installation instructions: Indicate installation requirements.
E. Project Record Documents: Record actual locations of all access units.
PART 2 PRODUCTS
2.01 ACCESS DOOR AND PANEL APPLICATIONS
A. Walls, Unless Otherwise Indicated:
1. Material: Steel.
a. Walls in Wet Areas: Steel, hot -dipped zinc or zinc -aluminum -alloy coated.
2. Size: 16 x 16 inches, unless otherwise indicated.
3. Standard duty, hinged door.
4. Tool -operated spring or cam lock; no handle.
5. In Gypsum Board: Drywall bead frame with door surface recessed for infill with wall finish.
2.02 WALL AND CEILING UNITS
A. Manufacturers:
1. Access Panel Solutions, Inc: www.accesspanelsolutions.com.
2. Acudor Products Inc: www.acudor.com.
3. Babcock -Davis: www.babcockdavis.com.
4. Cendrex, Inc: www.cendrex.com,
5. Karp Associates, Inc: www,karpinc.com.
6. Milcor by Commercial Products Group of Hart & Cooley, Inc: www.milcorinc.com,
B. Access Doors: Factory fabricated door and frame units, fully assembled units with corner joints
welded, filled, and ground flush; square and without rack or warp; coordinate requirements with
assemblies units are to be installed in.
1. Style: Recessed door panel for infill with wall/ceiling finish.
PROJECT NO. 17-210-1103 083100-64 SECTION 08 3100
Copyright 2017 by KLUBER, INC.; All Rights Reserved ACCESS DOORS AND PANELS
2. Door Style: Single thickness with rolled or turned in edges.
3. Frames; 16 gage, 0,0598 inch, minimum.
4. Heavy Duty Frames: 14 gage, 0,0747 inch, minimum.
5. Single Thickness Steel Door Panels; 0.070 inch, minimum.
6. Steel Finish: Primed,
7. Primed Finish; Polyester powder coat; manufacturer's standard color.
& Hardware;
a, Hinges for Non -Fire -Rated Units: Concealed, constant force closure spring type,
b, Latch/Lock: Screw driver slot for quarter turn cam latch.
c. Gasketing: Extruded neoprene, around the perimeter of the door panel.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that rough openings are correctly sized and located.
3.02 INSTALLATION
A. Install units in accordance with manufacturer's instructions.
B. Install frames plumb and level in openings. Secure rigidly in place.
C. Position units to provide convenient access to the concealed work requiring access.
3.03 SCHEDULE
A, Provide four (4) wall access doors to be located in field as directed by Arch itecYEngineer.
END OF SECTION
PROJECT N0, 17-210-1103 083100-65 SECTION 08 3100
Copyright 2017 by KLUBER, INC.; All Rights Reserved ACCESS DOORS AND PANELS
SECTION 09 05 61
COMMON WORK RESULTS FOR FLOORING PREPARATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. This section applies to all floors identified in the contract documents as to receive the following
types of floor coverings:
1. Thin -set ceramic tile and stone tile.
B. Removal of existing floor coverings.
C. Preparation of existing concrete floor slabs for installation of floor coverings.
D. Testing of concrete floor slabs for moisture and alkalinity (pH).
E. Remediation of concrete floor slabs due to unsatisfactory moisture or alkalinity (pH) conditions.
Include in the Base Bid all specified testing and remediation of concrete floor slabs; expect that
floor slabs will fail moisture and alkalinity tests. If remediation is not required, as determined by
testing agency's report, a contract modification will be issued to remove the cost of such
remediation from the Contract.
1.02 RELATED REQUIREMENTS
A. Section 03 30 00 - Cast -in -Place Concrete: Limitations on curing requirements for new concrete
floor slabs.
1.03 PRICE AND PAYMENT PROCEDURES
A. Include in the Base Bid and list as a separate line item in the Contractor's Schedule of Values the
cost of moisture and alkalinity testing and the cost of moisture and alkalinity remediation of
concrete slabs as specified in this Section.
1.04 REFERENCES
A. ASTM C1091C109M - Standard Test Method for Compressive Strength of Hydraulic Cement
Mortars (Using 2 -in, or (50 -mm) Cube Specimens); 2013,
B. ASTM C472 - Standard Test Methods for Physical Testing of Gypsum, Gypsum Plasters and
Gypsum Concrete; 1999 (Reapproved 2014).
C. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2011.
D. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete
Subfloor Using Anhydrous Calcium Chloride; 2011.
E. RFCI (RWP) - Recommended Work Practices for Removal of Resilient Floor Coverings; Resilient
Floor Covering Institute; October 2011.
1,05 ADMINISTRATIVE REQUIREMENTS
A. Coordinate scheduling of cleaning and testing, so that preliminary cleaning has been completed for
at least 24 hours prior to testing.
PROJECT NO. 17-210-1103 09 05 61 -66 SECTION 09 05 61
Copyright 2017 by KLUBER, INC.; All Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPARATION
1.06 SUBMITTALS
A. Visual Observation Report: For existing floor coverings to be removed.
B. Floor Covering and Adhesive Manufacturers' Product Literature: For each specific combination of
substrate, floor covering, and adhesive to be used; showing:
1. Moisture and alkalinity (pH) limits and test methods.
2. Manufacturer's required bond/compatibility test procedure.
C. Testing Agency's Report:
1. Description of areas tested; include floor plans and photographs if helpful.
2. Summary of conditions encountered.
3. Moisture and alkalinity (pH) test reports.
4. Copies of specified test methods.
5. Recommendations for remediation of unsatisfactory surfaces.
6. Submit report to ArchitecUEngineer.
7. Submit report not more than two business days after conclusion of testing.
D. Adhesive Bond and Compatibility Test Report.
E, Copy of RFCI (RWP).
1.07 QUALITY ASSURANCE
A. Moisture and alkalinity (pH) testing shall be performed by an independent testing agency employed
and paid by Contractor.
B. Testing Agency Qualifications: Independent testing agency experienced in the types of testing
specified.
1. Submit evidence of experience consisting of at least 3 test reports of the type required, with
project Owner's project contact information.
C. Contractor's Responsibility Relating to Independent Agency Testing:
1. Provide access for and cooperate with testing agency.
2. Confirm date of start of testing at least 10 days prior to actual start.
3. Allow at least 4 business days on site for testing agency activities.
4. Achieve and maintain specified ambient conditions.
5. Notify ArchitecUEngineer when specified ambient conditions have been achieved and when
testing will start.
D. Remedial Coating Installer Qualifications: Company specializing in performing work of the type
specified in this section, trained by or employed by coating manufacturer, and able to provide at
least 3 project references showing at least 3 years' experience installing moisture emission
coatings.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, handle, and protect products in accordance with manufacturer's instructions and
recommendations.
B. Deliver materials in manufacturer's packaging; include installation instructions.
C. Keep materials from freezing.
PROJECT NO. 17-210-1103 090561-67 SECTION 09 05 61
Copyright 2017 by KLUBER, INC.; All Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPARATION
1,09 FIELD CONDITIONS
A, Maintain ambient temperature in spaces where concrete testing is being performed, and for at least
48 hours prior to testing, at not less than 65 degrees F or more than 85 degrees F.
B. Maintain relative humidity in spaces where concrete testing is being performed, and for at least 48
hours prior to testing, at not less than 40 percent and not more than 60 percent.
PART 2 PRODUCTS
2.01 MATERIALS
A. Patching Compound; Floor covering manufacturer's recommended product, suitable for conditions,
and compatible with adhesive and floor covering. In the absence of any recommendation from
flooring manufacturer, provide a product with the following characteristics:
I. Cementitious moisture-, mildew-, and alkali -resistant compound, compatible with floor, floor
covering, and floor covering adhesive, and capable of being feathered to nothing at edges.
2, Compressive Strength: 3000 psi, minimum, after 28 days, when tested in accordance with
ASTM C1091C109M or ASTM C472, whichever is appropriate.
B. Alternate Flooring Adhesive: Floor covering manufacturer's recommended product, suitable for the
moisture and pH conditions present; low-VOC. In the absence of any recommendation from
flooring manufacturer, provide a product recommended by adhesive manufacturer as suitable for
substrate and floor covering and for conditions present.
C. Remedial Floor Coating; Single- or multi -layer coating or coatingloverlay combination intended by
its manufacturer to resist water vapor transmission to degree sufficient to meet flooring
manufacturer's emission limits, resistant to the level of alkalinity (pH) found, and suitable for
adhesion of flooring without further treatment.
1. If testing agency recommends any particular products, use one of those,
2. Products;
a. ARDEX Engineered Cements; ARDEX MC ULTRA with ARDEX FEATHERFINISH:
www.ardexamericas.com.
b. Custom Building Products; TechMVC Moisture Vapor and Alkalinity Barrier:
www.custombuiIdingproducts.com.
c. LATICRETE International, Inc; LATICRETE NXT Vapor Reduction Coating with LATICRETE
NXT Level Plus: www,laticrete.com,
d. Sika Corporation; Sikafloor Moisture Tolerance Epoxy Primer and Sikafloor Self -Leveling
Moisture Tolerant Resurfacer: www.sikafloorusa.com,
e. Substitutions: See Section 0160 00 - Product Requirements,
PART 3 EXECUTION
3.01 CONCRETE SLAB PREPARATION
A. Follow recommendations of testing agency.
B. Perform following operations in the order indicated:
1. Preliminary cleaning.
2. Moisture vapor emission tests; 3 tests in the first 1000 square feet and one test in each
additional 1000 square feet, unless otherwise indicated or required by flooring manufacturer.
PROJECT NO. 17-210-1103 09 05 61 -68 SECTION 09 05 61
Copyright 2017 by KLUBER, INC,; All Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPARATION
3. Internal relative humidity tests; in same locations as moisture vapor emission tests, unless
otherwise indicated.
4. Alkalinity (pH) tests; in same locations as moisture vapor emission tests, unless otherwise
indicated.
5. Specified remediation, if required.
6. Patching, smoothing, and leveling, as required.
7. Other preparation specified.
8. Adhesive bond and compatibility test.
9. Protection.
C. Remediations:
1. Active Water Leaks or Continuing Moisture Migration to Surface of Slab: Correct this condition
before doing any other remediation; re -test after correction.
2. Excessive Moisture Emission or Relative Humidity: If an adhesive that is resistant to the level
of moisture present is available and acceptable to flooring manufacturer, use that adhesive for
installation of the flooring; if not, apply remedial floor coating over entire suspect floor area.
3. Excessive Alkalinity (pH): If remedial floor coating is necessary to address excessive moisture,
no additional remediation is required; if not, if an adhesive that is resistant to the level present is
available and acceptable to the flooring manufacturer, use that adhesive for installation of the
flooring; otherwise, apply a skim coat of specified patching compound over entire suspect floor
area.
3.02 REMOVAL OF EXISTING FLOOR COVERINGS
A. Comply with local, State, and federal regulations and recommendations of RFCI Recommended
Work Practices for Removal of Resilient Floor Coverings, as applicable to floor covering being
removed.
B. Dispose of removed materials in accordance with local, State, and federal regulations and as
specified.
3.03 PRELIMINARY CLEANING
A. Clean floors of dust, solvents, paint, wax, oil, grease, asphalt, residual adhesive, adhesive
removers, film -forming curing compounds, sealing compounds, alkaline salts, excessive laitance,
mold, mildew, and other materials that might prevent adhesive bond.
B. Do not use solvents or other chemicals for cleaning.
3.04 MOISTURE VAPOR EMISSION TESTING
A. Where the floor covering manufacturer's requirements conflict with either the referenced test
method or this specification, comply with the manufacturer's requirements.
B. Where this specification conflicts with the referenced test method, comply with the requirements of
this section.
C. Test in accordance with ASTM F1869 and as follows.
D. Plastic sheet test and mat bond test may not be substituted for the specified ASTM test method, as
those methods do not quantify the moisture content sufficiently.
PROJECT NO. 17-210-1103 09 05 61 -69 SECTION 09 05 61
Copyright 2017 by KLUBER, INC.; All Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPARATION
E. In the event that test values exceed floor covering manufacturer's limits, perform remediation as
indicated. In the absence of manufacturer limits, perform remediation if test values exceed 3
pounds per 1000 square feet per 24 hours.
F. Report: Report the information required by the test method.
3.05 ALKALINITY TESTING
A. Where the floor covering manufacturer's requirements conflict with either the referenced test
method or this specification, comply with the manufacturer's requirements.
B. The following procedure is the equivalent of that described in ASTM F710, repeated here for the
Contractor's convenience.
C. Use a wide range alkalinity (pH) test paper, its associated chart, and distilled or deionized water.
D. Place several drops of water on a clean surface of concrete, forming a puddle approximately 1 inch
in diameter. Allow the puddle to set for approximately 60 seconds, then dip the alkalinity (pH) test
paper into the water, remove it, and compare immediately to chart to determine alkalinity (pH)
reading.
E. In the event that test values exceed floor covering manufacturer's limits, perform remediation as
indicated. In the absence of manufacturer limits, perform remediation if alkalinity (pH) test value is
over 10,
3.06 PREPARATION
A. See individual floor covering section(s) for additional requirements.
B. Comply with recommendations of testing agency.
C. Comply with requirements and recommendations of floor covering manufacturer.
D. Fill and smooth surface cracks, grooves, depressions, control joints and other non-moving joints,
and other irregularities with patching compound.
E. Do not fill expansion joints, isolation joints, or other moving joints.
3.07 ADHESIVE BOND AND COMPATIBILITY TESTING
A, Comply with requirements and recommendations of floor covering manufacturer.
3.08 APPLICATION OF REMEDIAL FLOOR COATING
A. Comply with requirements and recommendations of coating manufacturer.
3.09 PROTECTION
A. Cover prepared floors with building paper or other durable covering.
END OF SECTION
PROJECT NO. 17-210-1103 09 05 61 -70 SECTION 09 05 61
Copyright 2017 by KLUBER, INC.; All Rights Reserved COMMON WORK RESULTS FOR FLOORING PREPARATION
SECTION 09 2116
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Acoustic insulation.
B. Gypsum wallboard,
C. Joint treatment and accessories,
1.02 RELATED REQUIREMENTS
A. Section 06 10 00 - Rough Carpentry: Wood blocking product and execution requirements,
1.03 REFERENCE STANDARDS
A. ANSI A108.11 -American National Standard for Interior Installation of Cementitious Backer Units;
2010 (Revised).
B. ANSI A118.9 - American National Standard Specifications for Test Methods and Specifications for
Cementitious Backer Units; 1999 (Reaffirmed 2010),
C. ASTM C475IC475M - Standard Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board; 2015.
D. ASTM C557 - Standard Specification for Adhesives for Fastening Gypsum Wallboard to Wood
Framing; 2003 (Reapproved 2009),
E. ASTM C665 - Standard Specification for Mineral -Fiber Blanket Thermal Insulation for Light Frame
Construction and Manufactured Housing; 2012.
F. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2013,
G. ASTM C1002 - Standard Specification for Steel Self -Piercing Tapping Screws for Application of
Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2014.
H. ASTM C1047 - Standard Specification for Accessories For Gypsum Wallboard and Gypsum
Veneer Base; 2014a.
I. ASTM C1325 - Specification for Non -Asbestos Fiber -Mat Reinforced Cementitious Backer Units;
2014,
J. ASTM C13961C1396M - Standard Specification for Gypsum Board; 2014,
K. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior
Coatings in an Environmental Chamber; 2012.
L. GA -216 - Application and Finishing of Gypsum Board; 2013,
1.04 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate special details associated with fireproofing and acoustic seals.
PROJECT NO. 17-210-1103 092116-71 SECTION 09 21 16
Copyright 2017 by KLUBER, INC.; All Rights Reserved GYPSUM BOARD ASSEMBLIES
C. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishing
system,
D. Product Data; Provide manufacturer's data on partition head to structure connectors, showing
compliance with requirements.
1.05 QUALITY ASSURANCE
A. Installer Qualifications; Company specializing in performing gypsum board application and
finishing, with minimum 5 years of documented experience.
PART PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C840 and GA -216.
1. See PART 3 for finishing requirements.
2.02 BOARD MATERIALS
A. Manufacturers - Gypsum -Based Board;
1. American Gypsum: www.americangypsum.com.
2. CertalnTeed Corporation: www,certainteed.com,
3. Georgia-Pacific Gypsum; www.gpgypsum.com,
4. Lafarge North America Inc: www,lafargenorthamerica.com.
5. National Gypsum Company: www.nationaigypsum.com.
6. USG Corporation: www.usg.com,
7. Substitutions: Not permitted.
B. Gypsum Wallboard: Paper -faced gypsum panels as defined in ASTM C13961C1396M; sizes to
minimize joints in place; ends square cut.
1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
a. Mold -resistant board is required whenever board is being installed before the building is both
1) enclosed and 2) conditioned.
3. At Assemblies Indicated with Fire -Rating: Use type required by indicated tested assembly; if no
tested assembly is indicated, use Type X board, UL or WH listed.
4. Thickness:
a. Vertical Surfaces: 518 inch.
b. Ceilings: 518 inch.
Mold -Resistant Paper -Faced Products:
a. American Gypsum; M -Bloc.
b. American Gypsum; M -Bloc Type X.
c. Georgia-Pacific Gypsum; ToughRock Mold -Guard.
d. Georgia-Pacific Gypsum; ToughRock Fireguard X Mold -Guard.
e. National Gypsum Company; Gold Bond XP Gypsum Board .
f. Substitutions; See Section 0160 00 - Product Requirements.
C. Backing Board For Wet Areas: One of the following products:
1. Application: Surfaces behind the in all areas, including Shower Enclosures.
2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
PROJECT NO, 17-210-1103 0921 16-72 SECTION 09 21 16
Copyright 2017 by KLUBER, INC.; All Rights Reserved GYPSUM BOARD ASSEMBLIES
3. ANSI Cement -Based Board: Non -gypsum -based; aggregated Portland cement panels with
glass fiber mesh embedded in front and back surfaces complying with ANSI A118.9 or ASTM
C1325.
a. Thickness: 112 inch.
b. Products:
1) Custom Building Products: www.custombuildingproducts.com.
2) National Gypsum Company; PermaBase Cement Board; www.nationaigypsum.com.
3) USG Corporation: www.usg.com.
4) Substitutions: See Section 0160 00 - Product Requirements.
D. Backing Board For Non -Wet Areas: Water-resistant gypsum backing board as defined in ASTM
C13961C1396M, sizes to minimum joints in place; ends square cut.
1. Application: Vertical surfaces behind thinset tile, except in wet areas.
2. Moisture Resistance: Less than 5% water absorption.
3. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273.
4. At Assemblies Indicated with Fire -Rating: Use type required by indicated tested assembly; if no
tested assembly is indicated, use Type X board, UL or WH listed.
5. Type: Type X, in locations indicated.
6. Type X Thickness: 518 inch.
7. Edges: Tapered,
8. Products:
a American Gypsum; M -Bloc.
b. Georgia-Pacific Gypsum; DensArmor Plus.
c, National Gypsum Company; Gold Bond XP Gypsum Board.
d. Substitutions: See Section 0160 00 - Product Requirements.
2.03 FIBERGLASS REINFORCED BOARD MATERIALS
A. Cementitious Backer Board: ANSI A118.9, aggregated portland cement panels with glass fiber
mesh embedded in front and back surfaces, 112 inch thick.
2.04 ACCESSORIES
A. Acoustic Insulation; ASTM C665; preformed glass fiber, friction fit type, unfaced. Thickness: 3.5
inch.
B. Acoustic Insulation; 1; preformed glass fiber, friction fit type, unfaced. Thickness: 3 inch,
C. Acoustic Sealant: Non -hardening, non -skinning, for use in conjunction with gypsum board,
D. Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless otherwise indicated.
1. Types: As detailed or required for finished appearance.
2. Special Shapes; In addition to conventional cornerbead and control joints, provide U -bead at
exposed panel edges.
3. Manufacturers - Finishing Accessories:
a. Same manufacturer as framing materials.
E. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project
conditions.
1. Tape: 2 inch wide, coated glass fiber tape for joints and corners, except as otherwise indicated.
2. Ready -mixed vinyl -based joint compound.
PROJECT N0, 17-210-1103 0921 16-73 SECTION 09 2116
Copyright 2017 by KLUBER, INC.; All Rights Reserved GYPSUM BOARD ASSEMBLIES
F. Screws for Attachment to Wood Members, and to Gypsum Board: ASTM C1002; self -piercing
tapping type; cadmium -plated for exterior locations.
G. Adhesive for Attachment to Wood: ASTM C557.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that project conditions are appropriate for work of this section to commence.
3.02 ACOUSTIC ACCESSORIES INSTALLATION
A. Acoustic Insulation: Place tightly within spaces, around cut openings, behind and around electrical
and mechanical items within partitions, and tight to items passing through partitions.
B. Acoustic Sealant: Install in accordance with manufacturer's instructions.
1. Place two beads continuously on substrate before installation of perimeter framing members.
2. Place continuous bead at perimeter of each layer of gypsum board.
3. In non -fire -rated construction, seal around all penetrations by conduit, pipe, ducts, rough -in
boxes, and other membrane penetrations of gypsum board,
3.03 BOARD INSTALLATION
A. Comply with ASTM C 840 and manufacturer's instructions. Install to minimize butt end joints,
especially in highly visible locations.
B. Single -Layer Non -Rated: Install gypsum board in most economical direction, with ends and edges
occurring over firm bearing.
1. Exception: Tapered edges to receive joint treatment at right angles to framing.
C. Fire -Rated Construction: Install gypsum board in strict compliance with requirements of assembly
listing.
D. Cementitious Backing Board: Install over steel framing members, in accordance with ANSI
A108.11 and manufacturer's instructions.
E. Installation on Metal Framing: Use screws for attachment of gypsum board except face layer of
non -rated double -layer assemblies, which may be installed by means of adhesive lamination.
3.04 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: Place control joints consistent with lines of building spaces and as indicated.
1. Not more than 30 feet apart on walls and ceilings over 50 feet long.
B. Corner Beads: Install at external corners, using longest practical lengths.
C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as indicated.
3.05 JOINT TREATMENT
A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:
1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated.
2. Level 3: Walls to receive tile finish.
3. Level 1: Wall areas above finished ceilings not exposed to view, whether or not accessible in
the completed construction.
PROJECT N0, 17-210-1103 0921 16-74 SECTION 09 2116
Copyright 2017 by KLUBER, INC.; All Rights Reserved GYPSUM BOARD ASSEMBLIES
B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive
finishes.
1. Feather coats of joint compound so that camber is maximum 1132 inch.
2. Taping, filling and sanding is not required at base layer of double layer applications.
C. Fill and finish joints and comers of cementitious backing board as recommended by manufacturer.
3.06 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 118 inch in 10 feet in
any direction.
END OF SECTION
PROJECT NO. 17-210-1103 092116-75 SECTION 09 2116
Copyright 2017 by KLUBER, INC.; All Rights Reserved GYPSUM BOARD ASSEMBLIES
SECTION 09 30 00
TILING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Tile for floor applications.
B. Tile for wall applications.
C. Ceramic accessories.
D. Ceramic trim.
E. Non -ceramic trim.
1.02 RELATED REQUIREMENTS
A. Section 07 90 05 - Joint Sealers.
B. Section 09 2116 - Gypsum Board Assemblies: Installation of tile backer board.
1.03 REFERENCE STANDARDS
A. ANSI All 08/A118/A136.1 - American National Standard Specifications for the Installation of
Ceramic Tile (Compendium); 2013.1.
B. ANSI A108.1 a - American National Standard Specifications for Installation of Ceramic Tile in the
Wet -Set Method, with Portland Cement Mortar; 2014.
C. ANSI A108.1 b - American National Standard Specifications for Installation of Ceramic Tile on a
Cured Portland Cement Mortar Setting Bed with Dry -Set or Latex -Portland Cement Mortar; 1999
(Reaffirmed 2010).
D. ANSI A108.1 c - Specifications for Contractors Option: Installation of Ceramic Tile in the Wet -Set
Method with Portland Cement Mortar or Installation of Ceramic Tile on a Cured Portland Cement
Mortar Bed with Dry -Set or Latex -Portland Cement; 1999 (Reaffirmed 2010).
E. ANSI A108.4 - American National Standard Specifications for Installation of Ceramic Tile with
Organic Adhesives or Water Cleanable Tile -Setting Epoxy Adhesive; 2009 (Revised).
F. ANSI A108.5 - American National Standard Specifications for Installation of Ceramic Tile with Dry -
Set Portland Cement Mortar or Latex -Portland Cement Mortar;1999 (Reaffirmed 2010).
G. ANSI A108.6 - American National Standard Specifications for Installation of Ceramic Tile with
Chemical Resistant, Water Cleanable Tile -Setting and -Grouting Epoxy; 1999 (Reaffirmed 2010),
H. ANSI A108.8 - American National Standard Specifications for Installation of Ceramic Tile with
Chemical Resistant Furan Resin Mortar and Grout; 1999 (Reaffirmed 2010).
I. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile with
Modified Epoxy Emulsion Mortar/Grout; 1999 (Reaffirmed 2010).
J, ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework;
1999 (Reaffirmed 2010).
PROJECT N0, 17-210-1103 093000-76 SECTION 09 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TILING
K. ANSI A108.11 - American National Standard for Interior Installation of Cementitious Backer Units;
2010 (Revised).
L. ANSI A108.12 - American National Standard for Installation of Ceramic Tile with EGP (Exterior
Glue Plywood) Latex -Portland Cement Mortar; 1999 (Reaffirmed 2010),
M. ANSI A108.13 - American National Standard for Installation of Load Bearing, Bonded, Waterproof
Membranes for Thin -Set Ceramic Tile and Dimension Stone; 2005 (Reaffirmed 2010).
N. ANSI A118.3 - American National Standard Specifications for Chemical Resistant, Water
Cleanable Tile -Setting and -Grouting Epoxy and Water Cleanable Tile -Setting Epoxy Adhesive;
2013 (Revised).
0. ANSI Al 18A - American National Standard Specifications for Modified Dry -Set Cement Mortar;
2012 (Revised).
P. ANSI A118.7 - American National Standard Specifications for High Performance Cement Grouts
for Tile Installation; 2010 (Revised).
Q. ANSI A118.12 - American National Standard Specifications for Crack Isolation Membranes for
Thin -set Ceramic Tile and Dimension Stone Installation; 2014.
R. ANSI A137.1 - American National Standard Specifications for Ceramic Tile; 2013.1.
S. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2011.
T. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete
Subfloor Using Anhydrous Calcium Chloride; 2011,
U, TCNA (HB) - Handbook for Ceramic, Glass, and Stone Tile installation; 2015.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene a preinstallation meeting one week before starling work of this
section; require attendance by all affected installers.
1.05 SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories. Include
instructions for using grouts and adhesives.
C. Shop Drawings: Indicate tile layout, patterns, color arrangement, perimeter conditions, junctions
with dissimilar materials, control and expansion joints, thresholds, ceramic accessories, and setting
details.
D. Samples for Verification: Mount selected tile and apply grout on two plywood panels, minimum 18
x 18 inches in size illustrating pattern, color variations, and grout joint size variations.
E, Manufacturer's Certificate: Certify that products meet or exceed specified requirements,
F. Maintenance Data: Include recommended cleaning methods, cleaning materials, stain removal
methods, and polishes and waxes.
G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
PROJECT N0, 17-210-1103 093000-77 SECTION 09 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TILING
1. See Section 0160 00 - Product Requirements, for additional provisions.
2. Extra Tile: 10 square feet of each size, color, and surface finish combination.
1.06 QUALITY ASSURANCE
A. Maintain one copy of and ANSI A1081A1181A136.1 and TCNA (FiB) on site.
B. Manufacturer Qualifications: Company specializing in manufacturing the types of products
specified in this section, with minimum 5 years of documented experience.
C. Installer Qualifications; Company specializing in performing tile installation, with minimum of 5
years of documented experience.
1.07 MOCK-UP
A. Construct tile mock-up where directed in field, incorporating all components specified for the
location.
1. Minimum size of mock-up is indicated on the drawings.
2. Approved mock-up may remain as part of the Work.
1.08 DELIVERY, STORAGE, AND HANDLING
A, Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.
1.09 FIELD CONDITIONS
A. Do not install solvent -based products in an unventilated environment.
B. Maintain ambient and substrate temperature of 50 degrees F during installation of mortar materials.
PART 2 PRODUCTS
2.01 TILE - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR
A. Manufacturers:
1. American Olean Corporation; www.americanolean.com,
2. Crossville Inc.: www.crossvilleinc,com,.
3. Substitutions: Not permitted.
B. Glazed Wall Tile Type CWTA: ANSI A137.1, and as follows:
1. Rapport Series manufactured by American Olean Corporation .
2. Moisture Absorption; 0 to 0.5 percent.
3. Size and Shape: 12 x 24 rectilinear.
4. Thickness: 318 inch.
5. Edges: Square,
6. Surface Finish: Matte glaze.
7. Color(s): As shown on the drawings.
8. Trim Units (Type CBTA): Matching cove base shapes in sizes indicated on drawings .
C. Ceramic Mosaic Glass & Stone Accent Tile Type CWTB: ANSI A137.1, and as follows:
1. Mini Roman Mosaics With Stone (Square Patterns); Product XB05-P6 to match existing
manufactured by American Olean Corporation .
2. Size and Shape: Combination of 1 inch and 2 inch squares and 1 x 2 inch rectangles.
3. Edges: Cushioned,
PROJECT NO. 17-210-1103 093000-78 SECTION 09 30 00
Copyright 2017 by KLUBER, INC,; All Rights Reserved TILING
4. Color(s): Beige Mix.
5. Trim Units: Matching 4" wide accent tile shapes in height shown on the drawings.
D. Porcelain Floor Tile Type CFTA: ANSI A137.1, and as follows:
1. Wood Impressions manufactured by Crossville Inc. .
2. Moisture Absorption; 0 to 0.5 percent.
3. Size and Shape: 6 x 18 inch woodgrain plank.
4. Thickness: 7116 inch.
5. Face: Textured.
6. Edges: Slight Bevel,
7. Surface Finish: Matte glazed.
8. Color(s); Gunstock #AV194.
2.02 TRIM AND ACCESSORIES - FURNISHED AND INSTALLED BY CONTRACTOR
A. Ceramic Accessories: Glazed finish, same color and finish as adjacent field tile; same
manufacturer as tile.
B. Non -Ceramic Trim: Satin natural anodized extruded aluminum, style and dimensions to suit
application, for setting using tile mortar or adhesive,
1. Applications: Use in the following locations:
a. Open edges of wall tile.
b. Open edges of floor tile,
c. Wall corners, outside.
2. Manufacturer:
a. Schluter -Systems: www.schluter.com - Radius Profiles.
b. Genesis APS International: www.genesis-aps.com - Radius Profiles.
c. Substitutions: See Section 0160 00 - Product Requirements.
2.03 SETTING MATERIALS - FURNISHED AND INSTALLED BY CONTRACTOR
A. Provide setting materials made by the same manufacturer as grout.
B. Latex -Portland Cement Mortar Bond Coat: ANSI A118.4.
1. Application(s): Use this type of bond coat where indicated and where no other type of bond
coat is indicated.
2.04 ADHESIVE MATERIALS - FURNISHED AND INSTALLED BY CONTRACTOR
A. Manufacturers:
1. Bostik Inc: wvvw.bostik-us.com.
2. Mapei Corporation: www.mapei.com.
3. Substitutions: See Section 0160 00 - Product Requirements.
2.05 MORTAR MATERIALS - FURNISHED AND INSTALLED BY CONTRACTOR
A. Manufacturers:
1. Laticrete lnc.: www,laticrete.com,
2. Substitutions; See Section 0160 00 - Product Requirements.
B. Mortar Bond Coat Materials:
PROJECT NO. 17-210-1103 093000-79 SECTION 09 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TILING
2.06 GROUTS - FURNISHED AND INSTALLED BY CONTRACTOR
A. Manufacturers:
1. Laticrete Inc.: www.laticrete.com.
2. Substitutions: Not permitted.
B. Polymer Modified Grout: ANSI A118.7 polymer modified cement grout.
1. Applications: Use this type of grout where indicated for wall tile applications.
2. Use sanded grout for joints 118 inch wide and larger; use unsanded grout forjoints less than 118
inch wide.
3. Color(s): As scheduled.
C. Epoxy Grout: ANSI A118,3 chemical resistant and water -cleanable epoxy grout.
1. Applications: Use this type of grout where indicated for floor tile and wall base applications.
2, Color(s): As scheduled.
2.07 ACCESSORY MATERIALS - FURNISHED AND INSTALLED BY CONTRACTOR
A. Underlayment Membrane at Floors: Specifically designed for bonding to thin -set setting mortar;
not primarily a waterproofing material and having the following characteristics;
1. Crack Resistance: No failure at 1116 inch gap, minimum; comply with ANSI All 18,12.
2. Uncoupling Function: Allow for separation between membrane and the mortar adhering the to
the membrane when subjected to excessive substrate movement.
3. Suitable for installation over green concrete.
4. Do Not Use: Gypsum or cementitious based self -leveling underlayment.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub -floor surfaces are smooth and flat within the tolerances specified for that type of
work and are ready to receive tile.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work,
are dust -free, and are ready to receive tile.
C. Verify that sub -floor surfaces are dust -free and free of substances that could impair bonding of
setting materials to sub -floor surfaces.
D. Verify that concrete sub -floor surfaces are ready for tile installation by testing for moisture emission
rate and alkalinity; obtain instructions if test results are not within the following limits:
1. Moisture Emission Rate: Not greater than 3 lb per 1000 sq ft per 24 hours, test in accordance
with ASTM F1869.
2. Alkalinity (pH): Verify pH range of 5 to 9, test in accordance with ASTM F710.
E. Verify that required floor -mounted utilities are in correct location.
3.02 PREPARATION
A. Protect surrounding work from damage.
B. Vacuum clean surfaces and damp clean.
PROJECT NO. 17-210-1103 093000-80 SECTION 09 30 00
Copyright 2017 by KLUBER, INC,; All Rights Reserved TILING
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness
tolerances.
3.03 INSTALLATION - GENERAL
A. Install tile and grout in accordance with applicable requirements of ANSI A108.1a thru Al 08.13,
manufacturer's instructions, and TCNA (HB) recommendations.
B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.
C. Cut and ft file to penetrations through tile, leaving sealant joint space. Form corners and bases
neatly. Align floor joints.
D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make grout
joints without voids, cracks, excess mortar or excess grout, or too little grout.
E. Farm internal angles square and external angles bullnosed.
F. Install non -ceramic trim in accordance with manufacturer's instructions.
G. Sound tile after setting. Replace hollow sounding units.
H. Keep control joints free of adhesive or grout. Apply sealant to joints.
1. Prior to grouting, allow installation to completely cure; minimum of 48 hours.
J. Grout tile joints. Use standard grout unless otherwise indicated.
K. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar planes.
3.04 INSTALLATION - FLOORS - THIN -SET METHODS
A. Over interior concrete substrates, install in accordance with TCNA (HB) Method F113, dry -set or
latex -Portland cement bond coat, with standard grout, unless otherwise indicated.
1. Use underlayment membrane under all tile unless other underlayment is indicated.
3.05 INSTALLATION - WALL TILE
A. Over gypsum wallboard on wood studs install in accordance with TCNA (HB) Method W243, thin -
set with dry -set or latex -Portland cement bond coat, unless otherwise indicated.
3.06 CLEANING
A. Clean tile and grout surfaces.
3.07 PROTECTION
A. Do not permit traffic over finished floor surface for 4 days after installation.
END OF SECTION
PROJECT NO. 17-210-1103 093000-81 SECTION 09 30 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TILING
SECTION 09 5100
ACOUSTICAL CEILINGS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Suspended metal grid ceiling system.
B. Acoustical units.
1.02 RELATED REQUIREMENTS
A. Section 21 13 00 - Fire Suppression Sprinklers: Sprinkler heads in ceiling system.
B. Section 23 37 00 - Air Outlets and Inlets: Air diffusion devices in ceiling.
C. Section 26 5100 - Lighting: Light fixtures in ceiling system.
1,03 REFERENCE STANDARDS
A. ASTM C63510635M - Standard Specification for the Manufacture, Performance, and Testing of
Metal Suspension Systems for Acoustical Tile and Lay -in Panel Ceilings; 2013a,
B. ASTM C63610636M - Standard Practice for Installation of Metal Ceiling Suspension Systems for
Acoustical Tile and Lay -In Panels; 2013.
C. ASTM E5801E580M - Standard Practice for Installation of Ceiling Suspension Systems for
Acoustical Tile and Lay -in Panels in Areas Subject to Earthquake Ground Motions; 2014,
D. ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2014.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed, sufficient
heat is provided, dust generating activities have terminated, and overhead work is completed,
tested, and approved.
B. Do not install acoustical units until after interior wet work is dry.
1.05 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on suspension system components.
C. Samples: Submit two samples 6 x 6 inch in size illustrating material and finish of acoustical units.
D. Manufacturer's Installation Instructions: Indicate special procedures.
E. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 0160 00 - Product Requirements, for additional provisions.
2. Extra Acoustical Units: Quantity equal to 5 percent of total installed.
1.06 FIELD CONDITIONS
A. Maintain uniform temperature of minimum 60 degrees F, and maximum humidity of 40 percent
prior to, during, and after acoustical unit installation,
PROJECT NO. 17-210-1103 095100-82 SECTION 09 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved ACOUSTICAL CEILINGS
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Acoustic Panels (Basis of Design):
1, Type ACTA: USG; Eclipse Clima Pius, Beveled Tegular #76775 - SLT; www.usg.com.
B. Suspension Systems;
1. Chicago Metallic Corporation; www.chicagometallic.com.
2. USG: www.usg.com.
3. Substitutions: See Section 0160 00 - Product Requirements,
2.02 ACOUSTICAL UNITS
A. Acoustical Units - General: ASTM E1264, Class A.
2.03 SUSPENSION SYSTEM(S)
A. Chicago Metallic Corporation: www,chicagometallic.com.
B, USG: www.usg.com,
C. Suspension Systems - General: Complying with ASTM C63510635M; die cut and interlocking
components, with stabilizer bars, clips, splices, perimeter moldings, and hold down clips as
required.
D. Exposed Steel Suspension System Type SS1: Formed steel, commercial quality cold rolled,-
heavy-duty.
olled;heavy-duty.
1. Profile: Tee; 15116 inch wide face.
2. Construction: Double web.
3. Finish: White.
2.04 ACCESSORIES
A. Support Channels and Hangers: Galvanized steel; size and type to suit application, seismic
requirements, and ceiling system flatness requirement specified.
B. Perimeter Moldings: Same material and finish as grid.
1. At Exposed Grid; Provide L-shaped molding for mounting at same elevation as face of grid.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that layout of hangers will not interfere with other work.
3.02 INSTALLATION . SUSPENSION SYSTEM
A. Install suspension system in accordance with ASTM C63610636M, ASTM E5801E580M, and
manufacturer's instructions and as supplemented in this section.
B. Rigidly secure system, including integral mechanical and electrical components, for maximum
deflection of 1:360.
PROJECT NO. 17-210-1103 095100-83 SECTION 09 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved ACOUSTICAL CEILINGS
C. Install after major above -ceiling work is complete. Coordinate the location of hangers with other
work.
D. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where carrying
members are spliced, avoid visible displacement of face plane of adjacent members.
E. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest
affected hangers and related carrying channels to span the extra distance.
F. Do not support components on main runners or cross runners if weight causes total dead load to
exceed deflection capability.
G. Support fixture loads using supplementary hangers located within 6 inches of each corner, or
support components independently.
H. Do not eccentrically load system or induce rotation of runners.
1. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with other
interruptions.
1. Use longest practical lengths.
2. Overlap and rivet corners,
3.03 INSTALLATION - ACOUSTICAL UNITS
A. Install acoustical units in accordance with manufacturer's instructions.
B. Fit acoustical units in place, free from damaged edges or other defects detrimental to appearance
and function.
C. Fit border trim neatly against abutting surfaces.
D. Install units after above -ceiling work is complete.
E. Install acoustical units level, in uniform plane, and free from twist, warp, and dents.
F. Cutting Acoustical Units:
1. Make field cut edges of same profile as factory edges.
G. Where round obstructions occur, provide preformed closures to match perimeter molding.
3.04 TOLERANCES
A. Maximum Variation from Flat and Level Surface: 1/8 inch in 10 feet.
B. Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees.
END OF SECTION
PROJECT NO. 17-210-1103 095100-84 SECTION 09 5100
Copyright 2017 by KLUEER, INC.; All Rights Reserved ACOUSTICAL CEILINGS
SECTION 09 90 00
PAINTING AND COATING
PART 1 GENERAL
1.01 SECTION INCLUDES
A, Surface preparation.
B. Field application of paints and other coatings.
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory -finished and
unless otherwise indicated, including the following:
1. Mechanical and Electrical:
a. In all areas, paint all insulated and exposed pipes, conduit, boxes, insulated and exposed
ducts, hangers, brackets, collars and supports, mechanical equipment, and electrical
equipment, unless otherwise indicated,
b. In finished areas, paint shop -primed items,
c. Paint interior surfaces of air ducts that are visible through grilles and louvers with one coat
of flat black paint to visible surfaces.
D. Do Not Paint or Finish the Following Items:
1. Items fully factory -finished unless specifically so indicated; materials and products having
factory -applied primers are not considered factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating parts of
equipment.
5. Floors, unless specifically so indicated.
6. Ceramic and other tiles.
7. Glass.
8. Acoustical materials, unless specifically so indicated,
9. Concealed pipes, ducts, and conduits.
1.02 DEFINITIONS
A. Conform to ASTM D16 for interpretation of terms used in this section.
1.03 REFERENCE STANDARDS
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural
Coatings; U.S. Environmental Protection Agency; current edition.
B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2014.
1.04 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide complete list of all products to be used, with the following information for
each:
1. Manufacturer's name, product name and/or catalog number, and general product category (e,g,
"alkyd enamel").
PROJECT NO. 17-210-1103 099000-85 SECTION 09 90 00
Copyright 2017 by KLLIBER, INC.; All Rights Reserved PAINTING AND COATING
2. MPI product number (e.g. MPI #47).
3. Cross-reference to specified paint system(s) product is to be used in; include description of
each system.
4. Manufacturer's installation instructions.
C. Samples For Verification: Submit three painted samples, illustrating selected colors and textures
for each color and system selected with specified coats cascaded. Submit on cardstock sheet, 8'/2
x 11 inch in size.
1. Identify each sample by:
a. Manufacturer, product name and product ID number.
b. Color name and number.
c. Sheen/gloss level.
d. Supplier/distributor,
e. Contact name and telephone number.
D. Certification: By manufacturer that all paints and coatings comply with VOC limits specified.
E. Manufacturer's Instructions; Indicate special surface preparation procedures.
F. Maintenance Data; Submit data on cleaning, touch-up, and repair of painted and coated surfaces.
1.05 QUALITY ASSURANCE
A. Single Source Responsibility: Provide primer, undercoater and finish coat for paint and other
coating products from a single manufacturer for consideration of warranty and Owner maintenance.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with
minimum three years documented experience.
C. Applicator Qualifications: Company specializing in performing the type of work specified with
minimum 5 years documented experience and approved by manufacturer.
D. Conform to federal, state and local regulations, including VOC rules, at the time of application.
E. Equipment: Comply with current OSHA regulations.
F. Products: Maintain at Project Site a copy of Material Safety Data Sheets for each product used.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code,
coverage, surface preparation, drying time, cleanup requirements, color designation, and
instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90
degrees F, in ventilated area, and as required by manufacturer's instructions.
1.07 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature
ranges required by the paint product manufacturer.
PROJECT NO. 17-210-1103 099000-86 SECTION 09 90 00
Copyright 2017 by KLIBER, INC.; All Rights Reserved PAINTING AND COATING
B. Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations.
C. Do not apply exterior coatings during rain or snow, or when relative humidity is outside the humidity
ranges required by the paint product manufacturer.
D. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for
exterior; unless required otherwise by manufacturer's instructions.
E. Provide lighting level of 80 ft candles measured mid -height at substrate surface.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the same manufacturer;
no exceptions.
B. Paints:
1. Sherwin-Williams Company: www,sherwin-williams.com,
C. Substitutions: Not permitted.
2,02 PAINTS AND COATINGS - GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a field -catalyzed coating,
1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly
dispersed to a homogeneous coating, with good flow and brushing properties, and capable of
drying or curing free of streaks or sags.
2. Supply each coating material in quantity required to complete entire project's work from a single
production run.
1 Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is
specifically described in manufacturer's product instructions,
B. Primers: As follows unless other primer is required or recommended by manufacturer of top coats;
where the manufacturer offers options on primers for a particular substrate, use primer categorized
as "best" by the manufacturer.
1. Gypsum Board: Interior Institutional Low Odor/VOC Primer Sealer; MPI #149.
C. Volatile Organic Compound (VOC) Content:
1. Provide coatings that comply with the most stringent requirements specified in the following;
a. 40 CFR 59, Subpart D --National Volatile Organic Compound Emission Standards for
Architectural Coatings.
b. Architectural coatings VOC limits of the State in which the Project is located.
2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart
D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site;
or other method acceptable to authorities having jurisdiction.
D. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selected later
by Architect/Engineer from the manufacturer's full line.
E. Colors: As indicated on drawings
PROJECT NO. 17-210-1103 099000-87 SECTION 09 90 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PAINTING AND COATING
1. Extend colors to surface edges; colors may change at any edge as directed by
Architect/Engineer.
2. In all areas, finish pipes, ducts, conduit, and equipment the same color as the wall/ceiling they
are mounted on/under.
2.03 PAINT SYSTEMS - INTERIOR
A. All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including gypsum board
and shop primed steel.
1. Three top coats and one coat primer.
2. Top Coat(s): Interior Latex; MPI #43, 44, 52, 53, 54, 114,
3. Flat: MPI gloss level 1; use this sheen for ceilings and other overhead surfaces.
4. Eggshell: MPI gloss level 3; use this sheen at locations shown on drawings.
5. Satin: MPI gloss level 4; use this sheen at locations shown on drawings.
6. Semi -Gloss: MPI gloss level 5; use this sheen as indicated on drawings,
7. Gloss: MPI gloss level 6; use this sheen as indicated on drawings.
8. Primer(s): As recommended by manufacturer of top coats.
2.04 ACCESSORY MATERIALS
A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials required to achieve the finishes specified whether specifically
indicated or not; commercial quality.
B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin application of coatings until substrates have been properly prepared.
B. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition
that may potentially affect proper application.
D. If substrate preparation is the responsibility of another installer, notify Architect/Engineer of
unsatisfactory preparation before proceeding.
E. Test shop -applied primer for compatibility with subsequent cover materials.
F. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes
unless moisture content of surfaces are below the following maximums:
1. Gypsum Wallboard: 12 percent.
3.02 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
PROJECT NO. 17-210-1103 099000-88 SECTION 09 90 00
Copyright 2017 by KLUBER, INC,; All Rights Reserved PAINTING AND COATING
C. Remove or repair existing coatings that exhibit surface defects.
D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces or finishing.
E. Seal surfaces that might cause bleed through or staining of topcoat.
F. Remove mildew from impervious surfaces by scrubbing with solution of tetra -sodium phosphate
and bleach, Rinse with clean water and allow surface to dry.
G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects
after repair.
H. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with
solvent. Apply coat of etching primer.
I. Corroded Steel and Iron Surfaces to be Painted: Prepare using at least SSPC-SP 2 (hand tool
cleaning) or SSPC-SP 3 (power tool cleaning) followed by SSPC-SP 1 (solvent cleaning).
J. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld
splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wire brushing
or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution,
ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime
after repairs.
K. Shop -Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and
rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime
bare steel surfaces. Re -prime entire shop -primed item.
3.03 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately.
B. Apply products in accordance with manufacturer's instructions.
C. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied.
D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
E. Apply each coat to uniform appearance.
F. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply as many
coats as necessary for complete hide.
G. Sand wood and metal surfaces lightly between coats to achieve required finish.
H. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to
applying next coat.
I. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior
to finishing.
PROJECT NO. 17-210-1103 099000-89 SECTION 09 90 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PAINTING AND COATING
3.04 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
3.05 PROTECTION
A. Protect finished coatings until completion of project.
END OF SECTION
PROJECT NO. 17-210-1103 099000-90 SECTION 09 90 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PAINTING AND COATING
SECTION 10 2113-13
METAL TOILET COMPARTMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Metal toilet compartments.
B. Urinal screens.
1.02 RELATED REQUIREMENTS
A. Section 0610 00 - Rough Carpentry: Blocking and supports.
1.03 REFERENCE STANDARDS
A. ASTM A4241A424M - Standard Specification for Steel, Sheet, for Porcelain Enameling; 2009x.
B. ASTM A6531A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc-
Iron
ino-Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015.
C. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Coordinate the work with placement of support framing and anchors in walls and
ceilings.
1.05 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate partition plan, elevation views, dimensions, details of wall supports, door
swings.
C. Product Data: Provide data on panel construction, hardware, and accessories.
D. Samples; Submit two samples of partition panels, 3 x 5 inch in size illustrating panel finish, color,
and sheen.
E. Manufacturer's Installation Instructions; Indicate special procedures.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Metal Toilet Compartments;
1. Metpar Corp: www.metpar.com.
2. Substitutions: Section 0160 00 - Product Requirements.
2.02 MATERIALS
A, Steel Sheet: Hot -dipped galvanized steel sheet, ASTM A6531A653M, with G901275 coating.
PROJECT NO. 17-210-1103 10 21 13.13 - 91 SECTION 10 21 13.13
Copyright 2017 by KLUBER, INC.; All Rights Reserved METAL TOILET COMPARTMENTS
2.03 COMPONENTS
A. Toilet Compartments: Powder coated steel, Floor Mounted - Headrail Braced - Privacy Type.
B. Doors, Panels, and Pilasters: Sheet steel faces, pressure bonded to sound deadening core,
formed and closed edges; corners made with corner clips or mitered, welded, and ground smooth.
1. Panel Faces: 20 gage, 0.0359 inch.
2. Door Faces: 22 gage, 0.0299 inch.
3. Pilaster Faces 20 gage, 0.0359 inch.
4. Reinforcement: 12 gage, 0,1046 inch.
5. Internal Reinforcement: Provide in areas of attached hardware and fittings. Mark locations of
reinforcement for partition mounted washroom accessories.
C. Door and Panel Dimensions:
1. Thickness: 1 inch.
2. Door Width: 24 inch.
3. Door Width for Handicapped Use: 36 inch.
4. Height: 58 inch.
D. Pilasters: 1-114 inch thick, of sizes required to suit compartment width and spacing.
E. Urinal Screens: Wall mounted with two panel brackets.
2.04 ACCESSORIES
A. Pilaster Shoes: Formed ASTM A666, Type 304 stainless steel with No. 4 finish, 3 inch high,
concealing floor fastenings.
1. Provide adjustment for floor variations with screw jack through steel saddles integral with
pilaster.
B. Head Rails: Hollow stainless steel tube, 1 x 1-518 inch size, with anti -grip strips and cast socket
wall brackets.
C. Privacy Rails: Stainless steel extrusions at doorjamb and hinge locations - continuous.
D. Brackets: Satin stainless steel.
E. Attachments, Screws, and Bolts: Stainless steel, tamper proof type.
1. For attaching panels and pilasters to brackets: Through -bolts and nuts; tamper proof.
F. Hardware: Satin stainless steel:
1. Pivot hinges, gravity type, adjustable for door close positioning; two per door.
2. Nylon bearings.
3. Thumb turn or sliding door latch with exterior emergency access feature.
4. Door strike and keeper with rubber bumper; mounted on pilaster in alignment with door latch.
5. Coat hook with rubber bumper; one per compartment, mounted on door.
6. Provide door pull for outswinging doors.
2.05 FINISHING
A. Powder Coated Steel Compartments: Clean, degrease, and neutralize. Follow immediately with a
phosphatizing treatment, prime coat and two finish coats powder coat enamel.
B. Color: Single color as selected for each project site
PROJECT NO. 17-210-1103 10 21 13.13 - 92 SECTION 10 2113.13
Copyright 2017 by KLUBER, INC.; All Rights Reserved METAL TOILET COMPARTMENTS
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starling work.
B. Verify that field measurements are as indicated.
C. Verify correct spacing of and between plumbing fixtures.
D. Verify correct location of built-in framing, anchorage, and bracing,
3.02 INSTALLATION
A. Install partitions secure, rigid, plumb, and level in accordance with manufacturer's instructions.
B. Maintain 318 to 1/2 inch space between wall and panels and between wall and end pilasters.
C. Attach panel brackets securely to walls using anchor devices.
D. Attach panels and pilasters to brackets. Locate head rail joints at pilaster center lines.
E. Field touch-up of scratches or damaged enamel finish will not be permitted. Replace damaged or
scratched materials with new materials.
3.03 TOLERANCES
A. Maximum Variation From True Position; 1I4 inch.
B. Maximum Variation From Plumb: 118 inch.
3.04 ADJUSTING
A. Adjust and align hardware to uniform clearance at vertical edge of doors, not exceeding 3116 inch.
B. Adjust hinges to position doors in partial opening position when unlatched. Retum out swinging
doors to closed position.
C. Adjust adjacent components for consistency of line or plane.
END OF SECTION
PROJECT NO. 17-210-1103 10 21 13.13 - 93 SECTION 10 2113.13
Copyright 2017 by KLUBER, INC.; All Rights Reserved METAL TOILET COMPARTMENTS
SECTION 10 28 00
TOILET, BATH, AND LAUNDRY ACCESSORIES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Accessories for toilet rooms and showers.
B. Battery operated paper towel dispensers.
C. Grab bars.
1.02 RELATED REQUIREMENTS
A. Section 06 10 00 - Rough Carpentry: Concealed supports for accessories, including in wall
framing and plates and above ceiling framing.
B. Section 09 30 00 - Tiling: Ceramic washroom accessories.
C. Section 10 21 13.13 - Metal Toilet Compartments.
1.03 REFERENCE STANDARDS
A. ASTM A1231A123M - Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and
Steel Products; 2015.
B. ASTM A2691A269M - Standard Specification for Seamless and Welded Austenitic Stainless Steel
Tubing for General Service; 2015.
C. ASTM A6531A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -
Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015.
D. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel
Sheet, Strip, Plate, and Flat Bar; 2015.
E. ASTM B456 - Standard Specification for Electrodeposited Coatings of Copper Plus Nickel Plus
Chromium and Nickel Plus Chromium; 2011.
F. ASTM C1036 - Standard Specification for Flat Glass; 2011.
G. ASTM C1048 - Standard Specification for Heat -Strengthened and Fully Tempered Flat Glass;
2012.
1.04 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling supports,
and reinforcement of toilet partitions to receive anchor attachments.
1.05 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Submit data on accessories describing size, finish, details of function, and
attachment methods.
C. Manufacturer's Installation Instructions: Indicate special procedures and conditions requiring
special attention.
PROJECT NO. 17-210-1103 102800-94 SECTION 10 28 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Products listed on the Drawings are made by American Specialities Corp.,
www.americanspecialities.com.
B. Other Acceptable Manufacturers:
1. Bradley Corporation: www. bradleycorp.com.
2. Bobrick Washroom Equipment, Inc,: www.bobrick.com.
3. Substitutions; Section 0160 00 - Product Requirements,
C. All items to be made by the same manufacturer.
2.02 MATERIALS
A. Accessories - General; Shap assembled, free of dents and scratches and packaged complete with
anchors and fittings, steel anchor plates, adapters, and anchor components for installation.
1. Grind welded joints smooth,
2. Fabricate units made of metal sheet of seamless sheets, with flat surfaces.
B. Keys: Provide 2 keys for each accessory to Owner; master key all lockable accessories.
C. Stainless Steel Sheet: ASTM A666, Type 304.
D. Stainless Steel Tubing: ASTM A269, Type 304 or 316.
E. Galvanized Sheet Steel: Hot -dipped galvanized steel sheet, ASTM A6531A653M, with G9012275
coating.
F. Mirror Glass: Tempered safety glass, ASTM C1048; and ASTM C1036 Type 1, Class 1, Quality
Q2, with silvering as required.
G. Adhesive: Two component epoxy type, waterproof,
H. Fasteners, Screws, and Bolts: Hot dip galvanized, tamper -proof, security type,
I. Expansion Shields: Fiber, lead, or rubber as recommended by accessory manufacturer for
component and substrate,
2.03 FINISHES
A. Stainless Steel: No, 4 satin brushed finish, unless otherwise noted.
B. Chrome/Nickel Plating; ASTM B456, SC 2, satin finish, unless otherwise noted,
C. Baked Enamel: Pretreat to clean condition, apply one coat primer and minimum two coats epoxy
baked enamel.
D. Galvanizing for Items Other than Sheet: Comply with ASTM A1231A123M; galvanize ferrous metal
and fastening devices.
E. Shop Primed Ferrous Metals: Pretreat and clean, spray apply one coat primer and bake.
F. Back paint components where contact is made with building finishes to prevent electrolysis,
PROJECT NO. 17-210-1103 102800-95 SECTION 10 28 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work,
B. Verify exact location of accessories for installation.
C. Verify that field measurements are as indicated on drawings.
D. See Section 0610 00 - Rough Carpentry for installation of blocking, reinforcing plates, and
concealed anchors in walls and ceilings.
3.02 PREPARATION
A. Deliver inserts and rough -in frames to site for timely installation.
B, Provide templates and rough -in measurements as required.
3.03 INSTALLATION
A. Install accessories in accordance with manufacturers' instructions.
B. Install plumb and level, securely and rigidly anchored to substrate.
C. Mounting Heights; As required by accessibility regulations, unless otherwise indicated.
1. Grab Bars: As indicated on the drawings.
D, Mounting Heights and Locations: As required by accessibility regulations and as indicated on
drawings,
3.04 PROTECTION
A. Protect installed accessories from damage due to subsequent construction operations.
3.05 SCHEDULE
A. Refer to drawings for schedule of toilet accessories.
END OF SECTION
PROJECT NO. 17-210-1903 102800-96 SECTION 10 28 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved TOILET, BATH, AND LAUNDRY ACCESSORIES
SECTION 12 36 00
COUNTERTOPS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Countertops for architectural cabinet work.
B. Wall -hung counters and vanity tops.
C. Sinks molded into countertops.
1.02 RELATED REQUIREMENTS
A. Section 06 4100 - Custom Casework.
1.03 REFERENCE STANDARDS
A. ANSI A208.2 - American National Standard for Medium Density Fiberboard for Interior Use; 2009.
B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
C. AWIIAWMACIWI (AWS) - Architectural Woodwork Standards; 2014,
D. AWMACIWI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;
2016.
E. IAPMO Z124 - Plastic Plumbing Fixtures; 2012.
F. ISFA 2-01 - Classification and Standards for Solid Surfacing Material; 2013.
G. NEMA LD 3 - High -Pressure Decorative Laminates; 2005.
1.04 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures,
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Specimen warranty.
C. Shop Drawings: Complete details of materials and installation; combine with shop drawings of
cabinets and casework specified in other sections.
D. Verification Samples: For each finish product specified, minimum size 6 inches square,
representing actual product, color, and patterns.
E. Test Reports: Chemical resistance testing, showing compliance with specified requirements.
F. Installation Instructions: Manufacturer's installation instructions and recommendations.
G. Maintenance Data: Manufacturer's instructions and recommendations for maintenance and repair
of countertop surfaces.
PROJECT NO. 17-210-1103 123600-97 SECTION 12 36 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved COUNTERTOPS
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing work of the type specified in this
section, with not less than three years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.
B. Store and dispose of solvent -based materials, and materials used with solvent -based materials, in
accordance with requirements of local authorities having jurisdiction.
1.07 FIELD CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits
recommended by manufacturer for optimum results. Do not install products under environmental
conditions outside manufacturer's absolute limits.
PART 2 PRODUCTS
2.01 COUNTERTOPS
A. Quality Standard: Custom Grade, in accordance with AWIIAWMACIWI (AWS) or AWMACIWI
(NAAWS), unless noted otherwise.
B. Solid Surfacing Countertops and Sinks: Solid surfacing sheet or plastic resin casting over
continuous substrate.
1. Flat Sheet Thickness: 114 inch, minimum unless noted otherwise.
2. Solid Surfacing Sheet and Plastic Resin Castings: Complying with ISFA 2-01 and NEMA LD 3;
acrylic or polyester resin, mineral filler, and pigments; homogenous, non -porous and capable of
being worked and repaired using standard woodworking tools; no surface coating; color and
pattern consistent throughout thickness.
a. Manufacturers:
1) Avonite Surfaces: www.avonitesurfaces.com.
2) Substitutions: Not permitted.
b. Surface Burning Characteristics: Flame spread index of 25, maximum; smoke developed
index of 450, maximum; when tested in accordance with ASTM E84.
c. NSF approved for food contact.
d. Sinks and Bowls: Avonite: Model: VS1815 Oval Vanity Bowl (Undermount - Integral)
Integral castings; minimum 314 inch wall thickness; comply with IAPMO Z124. Color: Ivory
F1-8106 - Matte Finish.
e. Finish on Exposed Surfaces: Matte and Gloss Finish as indicated.
f. Products: (No Substitutions)
1) Avonite; Studio Collection; Color #K3-8343 - Pearl - Gloss Finish (Village Hall).
3. Other Components Thickness: 112 inch, minimum.
4. Exposed Edge Treatment; Built up to minimum 1-114 inch thick; radiused edge .
5, Back and End Splashes; Same sheet material, square top; minimum 4 inches high.
6, Skirts: Where indicated on drawings.
2.02 MATERIALS
A. Medium Density Fiberboard for Supporting Substrate: ANSI A208.2.
PROJECT NO. 17-210-1103 123600-98 SECTION 12 36 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved COUNTERTOPS
B, Adhesives; Chemical resistant waterproof adhesive as recommended by manufacturer of
materials being joined.
C. Joint Sealant: Mildew -resistant silicone sealant, clear.
D. Support Brackets: 2 x 2114 inch thick painted steel construction.
1. Application: Provide where no other support (e.g. fabricated plastic laminate support brackets)
is indicated on drawings.
2. Manufacturers:
a. A&M Hardware, Inc.: www.aandmhardware.com.
b. Rakks/Rangine Corporation: www.rakks.com.
3. Products:
a. Counters Up To 18 Inches Deep;
1) A&M #C-12.
2) Rakks #EH -1212.
b. Counters 19 To 24 Inches Deep:
1) A&M #C-18.
2) Rakks #EH -1818,
c, counters 25 To 30 Inches Deep:
1) A&M #C-24.
2) Rakks #EH -2424.
4. Use A&M brackets or Rakks "Flush Mount" configuration (vertical leg concealed in wall) at
drywall locations and where indicated on Drawings.
2.03 FABRICATION
A, Fabricate tops and splashes in the largest sections practicable, with top surface of joints flush.
1. Join lengths of tops using best method recommended by manufacturer,
2. Fabricate to overhang fronts and ends of cabinets 1 inch except where top butts against cabinet
or wall.
3. Prepare all cutouts accurately to size; replace tops having improperly dimensioned or
unnecessary cutouts or fixture holes.
B. Provide backend splash wherever counter edge abuts vertical surface unless otherwise indicated,
1. Secure to countertop with concealed fasteners and with contact surfaces set in waterproof glue.
2. Height: 4 inches, unless otherwise indicated.
C. Solid Surfacing: Fabricate tops up to 144 inches long in one piece; join pieces with adhesive
sealant in accordance with manufacturer's recommendations and instructions.
D. Wall -Mounted Counters: Provide skirts, aprons, and brackets as indicated on drawings.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. If substrate preparation is the responsibility of another installer, notify Architect/Engineer of
unsatisfactory preparation before proceeding.
PROJECT NO. 17-210-1103 123600-99 SECTION 12 36 00
Copyright 2017 by KLUBER, INC,; All Rights Reserved COUNTERTOPS
C. Verify that wall surfaces have been finished and mechanical and electrical services and outlets are
installed in proper locations.
3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
3.03 INSTALLATION
A. Securely attach countertops to cabinets using concealed fasteners. Make flat surfaces level; shim
where required.
B. Seal joints between backend splashes and vertical surfaces.
3.04 TOLERANCES
A. Variation From Horizontal: 118 inch in 10 feet, maximum.
B. Offset From Wall, Countertops; 118 inch maximum; 1116 inch minimum.
3.05 CLEANING
A. Clean countertops surfaces thoroughly.
3.06 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Substantial Completion,
END OF SECTION
PROJECT NO. 17-210-1103 123600-100 SECTION 12 36 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved COUNTERTOPS
SECTION 2105 00
COMMON WORK RESULTS FOR FIRE SUPPRESSION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Pipe, fittings, sleeves, escutcheons, seals, and connections for sprinkler systems.
1.02 REFERENCE STANDARDS
A. ASME 1316.1 - Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250; 2010.
B. ASME 1316.3 - Malleable Iron Threaded Fittings: Classes 150 and 300; 2011.
C. ASME 1316.4 - Gray Iron Threaded Fittings: Classes 125 and 250; 2011.
D. ASME 816,5 - Pipe Flanges and Flanged Fittings NPS 112 Through NPS 24 Metric/inch Standard;
2013,
E. ASTM A471A47M - Standard Specification for Ferritic Malleable Iron Castings; 1999 (Reapproved
2014).
F. NFPA 13 - Standard for the Installation of Sprinkler Systems; 2016,
1.03 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this
section with minimum three years documented experience.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store valves in shipping containers, with labeling in place.
B. Provide temporary protective coating on cast iron and steel valves.
C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.
PART 2 PRODUCTS
2.01 FIRE PROTECTION SYSTEMS
A. Sprinkler Systems: Conform to NFPA 13.
B. Welding Materials and Procedures: Conform to ASME BPVC-IX.
2.02 ABOVE GROUND PIPING
A. Steel Pipe: Schedule 40, black.
1. Steel Fittings: ASME 1316.5, steel flanges and fittings.
2. Cast Iron Fittings: ASME 816,1, flanges and flanged fittings and ASME B16,4, threaded
fittings.
3. Malleable Iron Fittings: ASME B16.3, threaded fittings and ASTM A47/A47M.
4. Mechanical Grooved Couplings: Malleable iron housing clamps to engage and lock, "C"
shaped elastomeric sealing gasket, steel bolts, nuts, and washers; galvanized for galvanized
pipe.
PROJECT NO. 17-210-1103 21 05 00 -101 SECTION 2105 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved COMMON WORK RESULTS FOR FIRE SUPPRESSION
2.03 PIPE HANGERS AND SUPPORTS
A. Hangers for Pipe Sizes 112 to 1-112 inch: Malleable iron, adjustable swivel, split ring.
B. Hangers for Pipe Sizes 2 inches and Over; Carbon steel, adjustable, clevis.
PART 3 EXECUTION
3.01 PREPARATION
A, Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.
B. Remove scale and foreign material, from inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.02 INSTALLATION
A. Install sprinkler system and service main piping, hangers, and supports in accordance with NFPA
13.
B. Route piping in orderly manner, plumb and parallel to building structure. Maintain gradient.
C. Install piping to conserve building space, to not interfere with use of space and other work,
D. Group piping whenever practical at common elevations.
E. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected
equipment.
F. Pipe Hangers and Supports:
1. Install hangers to provide minimum 112 inch space between finished covering and adjacent
work.
2. Place hangers within 12 inches of each horizontal elbow.
3. Use hangers with 1-112 inch minimum vertical adjustment. Design hangers for pipe movement
without disengagement of supported pipe.
4. Support vertical piping at every other floor. Support riser piping independently of connected
horizontal piping,
5. Where several pipes can be installed in parallel and at same elevation, provide multiple or
trapeze hangers.
G. Do not penetrate building structural members unless indicated,
H. When installing more than one piping system material, ensure system components are compatible
and joined to ensure the integrity of the system. Provide necessary joining fittings. Ensure
flanges, union, and couplings for servicing are consistently provided.
END OF SECTION
PROJECT NO. 17-210-1103 21 05 00 -102 SECTION 2105 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved COMMON WORK RESULTS FOR FIRE SUPPRESSION
SECTION 2113 00
FIRE SUPPRESSION SPRINKLERS
PART1 GENERAL
1.01 SECTION INCLUDES
A, Wet -pipe sprinkler system,
B, System design, installation, and certification.
1.02 RELATED REQUIREMENTS
A. Section 2105 00 - COMMON WORK RESULTS FOR FIRE SUPPRESSION: Pipe, fittings, and
valves.
1.03 REFERENCE STANDARDS
A. FM Approval Guide; Factory Mutual Global; current edition.
B. NFPA 13 - Standard for the Installation of Sprinkler Systems; 2016.
C. UL (DIR) - Online Certifications Directory; current listings at database.ul.com.
1.04 QUALITY ASSURANCE
A. Conform to UL (DIR) requirements.
B. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this
section with minimum three years documented experience.
C. Installer Qualifications: Company specializing in performing the work of this section with minimum
3 years experience approved by manufacturer.
D. Equipment and Components: Provide products that bear UL (DIR) label or marking,
1.05 DELIVERY, STORAGE, AND HANDLING
A. Store products in shipping containers and maintain in place until installation. Provide temporary
inlet and outlet caps, Maintain caps in place until installation.
PART 2 PRODUCTS
2.01 SPRINKLER SYSTEM
A. Sprinkler System: Provide coverage for building areas noted.
B. Storage Cabinet for Spare Sprinklers and Tools: Steel, location as directed by owner.
2.02 SPRINKLERS
A. Suspended Ceiling Type: Concealed pendant type with matching push on escutcheon plate.
1. Response Type: Quick,
2. Coverage Type: Standard,
3, Finish: Chrome Plated -Fire Station; White Enamel -Village Hall
4, Fusible Link: Glass bulb type temperature rated for specific area hazard.
PROJECT NO. 17-210-1103 21 13 00 -103 SECTION 21 13 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved FIRE SUPPRESSION SPRINKLERS
2.03 STAINLESS STEEL FLEXIBLE DROPS
A. Manufacturers:
1. Aqua Flex.
2. Victaulic Company.
B. In lieu of rigid pipe offsets or return bends, Braided type 304 stainless steel flexible tube with male
threaded pipe nipple for connection to branchline piping, and a zinc plated steel reducer with a 112"
or 314" NPT female thread for connection to a sprinkler head. The hoses shall be factory -pressure
tested to 400 psi.
C. Flexible drop shall attach to the ceiling grid with open gate bracket and can be installed without the
use of special tools,
D. The braided drop shall be FM approved for sprinkler services to 200 psi.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install in accordance with referenced NFPA design and installation standard.
B. Install equipment in accordance with manufacturer's instructions.
C. Place pipe runs to minimize obstruction to other work.
D. Place piping in concealed spaces above finished ceilings,
E. Center sprinklers in two directions in ceiling tile and provide piping offsets as required.
3.02 INTERFACE WITH OTHER PRODUCTS
A. Ensure required devices are installed and connected as required to fire alarm system.
3.03 SCHEDULES
A. System Hazard Areas:
1. Offices: Light Hazard.
2. Other Areas: In accordance with NFPA 13.
END OF SECTION
PROJECT NO. 17-210-1103 21 13 00 -104 SECTION 2113 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved FIRE SUPPRESSION SPRINKLERS
SECTION 22 07 19
PLUMBING PIPING INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Piping insulation.
B. Jackets and accessories.
1.02 RELATED REQUIREMENTS
A. Section 07 84 00 - Firestopping.
B. Section 22 10 05 - Plumbing Piping: Placement of hangers and hanger inserts.
1.03 REFERENCE STANDARDS
A. ASTM C177 - Standard Test Method for Steady -State Heat Flux Measurements and Thermal
Transmission Properties by Means of the Guarded -Hot -Plate Apparatus; 2013.
B. ASTM C547 - Standard Specification for Mineral Fiber Pipe Insulation; 2015,
C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015x.
D. ASTM E961E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2014.
E. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials; Current
Edition, Including All Revisions.
1.04 QUALITY ASSURANCE
A. Applicator Qualifications: Company specializing in performing the type of work specified in this
section with minimum three years of experience.
B. Comply with the Midwest Insulation Contractors Association "National Commercial and Industrial
Insulation Standards".
1.05 DELIVERY, STORAGE, AND HANDLING
A. Accept materials on site, labeled with manufacturer's identification, product density, and thickness.
1.06 FIELD CONDITIONS
A. Maintain ambient conditions required by manufacturers of each product,
B. Maintain temperature before, during, and after installation for minimum of 24 hours.
PART 2 PRODUCTS
2.01 REGULATORY REQUIREMENTS
A. Surface Burning Characteristics: Flame spread index/Smoke developed index of 25150, maximum,
when tested in accordance with ASTM E84 or UL 723.
PROJECT NO, 17-210-1103 22 07 19 -105 SECTION 22 07 19
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING INSULATION
2.02 GLASS FIBER
A. Manufacturers:
1, CertainTeed Corporation.
2. Johns Manville Corporation.
3. Knauf Insulation.
4. Owens Corning Corp.
B. Insulation: ASTM C547 and ASTM C795; semi-rigid, noncombustible, end grain adhered to jacket.
1. 'K' Value: ASTM C177, 0.24 at 75 degrees F.
2. Maximum Service Temperature: 650 degrees F.
3. Maximum Moisture Absorption: 0.2 percent by volume.
C. Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture
vapor transmission when tested in accordance with ASTM E961E96M of 0.02 perm -inches.
D. Vapor Barrier Lap Adhesive: Compatible with insulation.
2.03 LAVATORY PIPE INSULATION
A. Manufacturer:
1. Plumberex,
2, Brocar,
3. Truebro.
B. Insulation: Fully molded closed cell vinyl, fit to lavatory P -trap, tailpiece and angle valve stop
assemblies. Vinyl shall be antimicrobial with UV inhibitors and utilize reusable fasteners.
C. Color: Almond.
2.04 JACKETS
A. PVC Plastic.
1. Jacket: One piece molded type fitting covers and sheet material, off-white color.
a. Minimum Service Temperature: 0 degrees F,
b. Maximum Service Temperature: 150 degrees F.
c. Moisture Vapor Permeability: 0.002 perm inch, maximum, when tested in accordance with
ASTM E961E96M,
d. Thickness: 10 mil.
e, Connections: Brush on welding adhesive.
2. Covering Adhesive Mastic: Compatible with insulation.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that piping has been tested before applying insulation materials.
B. Verify that surfaces are clean and dry, with foreign material removed.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
PROJECT NO. 17-210-1103 220719-106 SECTION 22 0719
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING INSULATION
B. Install in accordance with North American Insulation Manufacturers Association (NAIMA) National
Insulation Standards.
C. Exposed Piping: Locate insulation and cover seams in least visible locations.
D. Insulated pipes conveying fluids below ambient temperature: Insulate entire system including
fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints. All hangers,
supports, anchors and other projections that are in contact to cold surfaces shall be insulated and
vapor sealed to prevent condensation.
E. Glass fiber insulated pipes conveying fluids below ambient temperature:
1. Provide vapor barrier jackets, factory -applied or field -applied. Secure with self-sealing
longitudinal laps and butt strips with pressure sensitive adhesive. Secure with outward clinch
expanding staples and vapor barrier mastic.
2. Insulate fittings, joints, and valves with molded insulation of like material and thickness as
adjacent pipe. Finish with glass cloth and vapor barrier adhesive or PVC fitting covers.
F. For hot piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at
equipment, but bevel and seal ends of insulation.
G. Glass fiber insulated pipes conveying fluids above ambient temperature:
1. Provide standard jackets, with or without vapor barrier, factory -applied or field -applied. Secure
with self-sealing longitudinal laps and butt strips with pressure sensitive adhesive. Secure with
outward clinch expanding staples.
2. Insulate fittings, joints, and valves with insulation of like material and thickness as adjoining
pipe. Finish with glass cloth and adhesive or PVC fitting covers.
H. Inserts and Shields:
1. Shields Galvanized steel between pipe hangers or pipe hanger rolls and inserts.
I. Continue insulation through walls, sleeves, pipe hangers, and other pipe penetrations. Finish at
supports, protrusions, and interruptions. At fire separations, refer to Section 07 84 00,
J. Apply insulation at pipe hangers and supports according to National Commercial and Industrial
Standards Plate Numbers 5, 6 and 7.
3.03 SCHEDULES
A. Plumbing Systems:
1. Domestic Hot Water Supply:
a. Glass Fiber Insulation:
1) Pipe Size Range: Up to and including 2 inch.
a) Thickness: 1 inch.
2. Domestic Cold Water:
a. Glass Fiber Insulation:
1) Pipe Size Range; All sizes.
a) Thickness: 1 inch.
3. Lavatory Piping:
a. Closed Cell Vinyl.
1) Thickness: 3116 inch.
END OF SECTION
PROJECT NO. 17-210-1103 2207 19-107 SECTION 22 07 19
Copyright 2017 by KLUBER, INC.; ,411 Rights Reserved PLUMBING PIPING INSULATION
SECTION 2210 05
PLUMBING PIPING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Pipe, pipe fittings, valves, and connections for piping systems.
1. Sanitary sewer.
2. Domestic water.
3. Flanges, unions, and couplings.
4. Pipe hangers and supports.
1.02 RELATED REQUIREMENTS
A. Section 07 84 00 - Firestopping.
B. Section 22 05 53 - Identification for Plumbing Piping and Equipment.
C. Section 22 07 19 - Plumbing Piping Insulation,
1.03 REFERENCE STANDARDS
A. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings; 2012,
B. ASME 1316.22 - Wrought Copper and Copper Alloy Solder -Joint Pressure Fittings; 2013.
C. ASME 816.23 - Cast Copper Alloy Solder Joint Drainage Fittings - DWV; 2011.
D. ASME B16.29 - Wrought Copper and Wrought Copper Alloy Solder Joint Drainage Fittings - DWV;
2012,
E. ASTM A74 - Standard Specification for Cast Iron Soil Pipe and Fittings; 2015,
F. ASTM B32 - Standard Specification for Solder Metal; 2008 (Reapproved 2014).
G. ASTM 888 - Standard Specification for Seamless Copper Water Tube; 2014.
H. ASTM B306 - Standard Specification for Copper Drainage Tube (DWV); 2011
I. ASTM B813 - Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and
Copper Alloy Tube; 2010.
J. ASTM B828 - Standard Practice for Making Capillary Joints by Soldering of Copper and Copper
Alloy Tube and Fittings; 2002 (Reapproved 2010).
K. ASTM C564 - Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings; 2014.
L. ASTM D2564 - Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic
Piping Systems; 2012.
M, ASTM D2729 - Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings;
2011.
N. ASTM D2855 - Standard Practice for Making Solvent -Cemented Joints with Poly(Vinyl Chloride)
(PVC) Pipe and Fittings; 1996 (Reapproved 2010).
0. AWWA C651 - Disinfecting Water Mains; 2005.
PROJECT NO. 17-210-1103 221005-108 SECTION 22 10 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING
P. CISPI 301 - Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and
Storm Drain, Waste and Vent Piping Applications; 2009.
Q. CISPI 310 - Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and
Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications; 2011.
R. MSS SP -58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application,
and Installation; 2009.
S. MSS SP -110 - Ball Valves Threaded, Socket -Welding, Solder Joint, Grooved and Flared Ends;
2010.
T. NSF 61 - Drinking Water System Components - Health Effects, 2014 (Errata 2015).
U. NSF 372 - Drinking Water System Components - Lead Content; 2011.
V. Safe Drinking Water Act, Section 1417 - Lead Free: Refers to the wetted surface of pipe, fittings
and fixtures in potable water systems that have a weighted average lead content <= 0.25%,
Amended January 4, 2011,
1.04 QUALITY ASSURANCE
A. Perform work in accordance with applicable codes.
B, Perform Work in accordance with City plumbing ordinances.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.
B. Protect piping systems from entry of foreign materials by temporary covers, completing sections of
the work, and isolating parts of completed system.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Potable Water Supply Systems: Provide piping, pipe fittings, and solder and flux (if used), that
comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.
2.02 SANITARY SEWER PIPING, ABOVE GRADE
A. Cast Iron Pipe: ASTM A74, service weight.
1. Fittings: Cast iron.
2. Joint Seals: ASTM C564 neoprene gaskets, or lead and oakum.
B. Cast Iron Pipe: CISPI 301, hubless, service weight,
1. Fittings: Cast iron.
2. Joints: CISPI 310, neoprene gaskets and stainless steel clamp -and -shield assemblies.
C. Copper Tube: ASTM B306, DWV.
1. Fittings: ASME B16.29, wrought copper, or ASME B16.23, sovent.
2. Joints: ASTM B32, alloy Sn50 solder.
D. PVC Pipe: ASTM D2729.
1. Fittings: PVC.
PROJECT NO. 17-210-1103 221005-109 SECTION 22 10 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING
2. Joints: Solvent welded, with ASTM D2564 solvent cement.
2.03 DOMESTIC WATER PIPING, ABOVE GRADE
A. Copper Tube: ASTM B88 (ASTM 1388M), Type L (B), Drawn (H).
1. Fittings; ASME B16.18, cast copper alloy or ASME 1316.22, wrought copper and bronze.
2. Joints: ASTM 1332, alloy Sn95 solder.
3. Mechanical Press Sealed Fittings; Double pressed type, NSF 61 approved or certified, utilizing
EPDM, non toxic synthetic rubber sealing elements. Sealing elements shall be factory installed
by fitting manufacturer. Press ends shall have means to indicate non -pressed fitting during
pressure testing.
a. Manufacturers:
1) Viega LLC.
2) Nibco.
2.04 FLANGES, UNIONS, AND COUPLINGS
A. Unions for Pipe Sizes 3 Inches and Under:
1. Ferrous pipe: Class 150 malleable iron threaded unions.
2. Copper tube and pipe: Class 150 bronze unions with soldered joints.
B. Flanges for Pipe Size Over 1 Inch;
1, Ferrous Pipe: Class 150 malleable iron threaded or forged steel slip-on flanges; preformed
neoprene gaskets.
2. Copper Tube and Pipe: Class 150 slip-on bronze flanges; preformed neoprene gaskets.
C. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder end,
water impervious isolation barrier.
2.05 PIPE HANGERS AND SUPPORTS
A. Provide hangers and supports that comply with MSS SP -58.
1. If type of hanger or support for a particular situation is not indicated, select appropriate type
using MSS SP -58 recommendations.
2. Overhead Supports; Individual steel rod hangers attached to structure or to trapeze hangers.
3. Trapeze Hangers: Welded steel channel frames attached to structure.
4. Vertical Pipe Support: Steel riser clamp.
B. Plumbing Piping - Drain, Waste, and Vent:
1. Hangers for Pipe Sizes 112 Inch to 1-112 Inches: Malleable iron, adjustable swivel, split ring.
2. Hangers for Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis.
3. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook.
4. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp.
5. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier
or steel support.
6. Copper Pipe Support: Carbon steel ring, adjustable, copper plated.
C. Plumbing Piping - Water:
1. Hangers for Pipe Sizes 112 Inch to 1-112 Inches: Malleable iron, adjustable swivel, split ring.
2. Hangers for Cold Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis.
3. Wail Support for Pipe Sizes to 3 Inches: Cast iron hook.
PROJECT NO. 17-210-1103 2210 05 -110 SECTION 2210 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING
4. Wall Support for Hot Pipe Sizes 6 Inches and Over: Welded steel bracket and wrought steel
clamp with adjustable steel yoke and cast iron pipe roll.
5. Copper Pipe Support; Carbon steel ring, adjustable, copper plated.
2.06 BALL VALVES
A. Manufacturers:
1. Milwaukee Valve Company,
2. Nibco, Inc; T1S-585-66-LF.
3. Watts.
4. Apollo.
B. Construction, 4 Inches and Smaller: MSS SP -110, Class 150, 400 psi CWP, bronze body, 304
stainless steel ball, regular port, teflon seats and stuffing box ring, blow-out proof stem, lever
handle with balancing stops, solder, threaded, or grooved ends.
PART 3 EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove burrs.
B. Remove scale and dirt, on inside and outside, before assembly.
C. Review millwork shop drawings. Confirm location and size of fixtures and openings before rough -
in and installation.
3.02 INSTALLATION
A. install in accordance with manufacturer's instructions.
B. Provide non -conducting dielectric connections wherever jointing dissimilar metals.
C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls.
D. Install piping to maintain headroom, conserve space, and not interfere with use of space.
E. Group piping whenever practical at common elevations.
F. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting.
G. Copper Pipe and Tube: Make soldered joints in accordance with ASTM B828, using specified
solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF
61 and NSF 372.
H. PVC Pipe: Make solvent -welded joints in accordance with ASTM D2855,
I. Sleeve pipes passing through partitions, walls and floors.
J. Pipe Hangers and Supports:
1. Support horizontal piping as scheduled.
2. Install hangers to provide minimum 112 inch space between finished covering and adjacent
work.
3. Place hangers within 12 inches of each horizontal elbow.
4. Use hangers with 1-112 inch minimum vertical adjustment. Design hangers for pipe movement
without disengagement of supported pipe.
PROJECT NO. 17-210-1103 2210 05 -111 SECTION 2210 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING
5. Where several pipes can be installed in parallel and at same elevation, provide multiple or
trapeze hangers.
6. Provide copper plated hangers and supports for copper piping.
7. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl
spaces, pipe shafts, and suspended ceiling spaces are not considered exposed.
3.03 APPLICATION
A. Install unions downstream of valves and at equipment or apparatus connections.
B. Install brass male adapters each side of valves in copper piped system. Solder adapters to pipe.
C. Install ball valves for shut-off and to isolate equipment, part of systems, or vertical risers.
3.04 TOLERANCES
A. Drainage Piping: Establish invert elevations within 112 inch vertically of location indicated and
slope to drain at minimum of 1/8 inch per foot slope.
B. Water Piping; Slope at minimum of 1132 inch per foot and arrange to drain at low points.
3.05 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Prior to starting work, verify system is complete, flushed and clean.
B. Ensure Ph of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda
ash) or acid (hydrochloric).
C. Inject disinfectant, free chlorine in liquid, powder, tablet or gas form, throughout system to obtain
50 to 80 mg/L residual.
D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15
percent of outlets.
E. Maintain disinfectant in system for 24 hours.
F. If final disinfectant residual tests less than 25 mg/L, repeat treatment.
G. Flush disinfectant from system until residual equal to that of incoming water or 1.0 mg/L,
H. Take samples no sooner than 24 hours after flushing, from 10 percent of outlets and from water
entry, and analyze in accordance with AWWA C651,
3.06 SCHEDULES
A. Pipe Hanger Spacing:
1. Metal Piping:
a. Pipe size: 112 inches to 1-114 inches:
1) Maximum hanger spacing: 6.5 ft.
2) Hanger rod diameter: 318 inches.
b. Pipe size: 1-112 inches to 2 inches:
1) Maximum hanger spacing: 10 ft.
2) Hanger rod diameter: 318 inch.
c. Pipe size: 2-112 inches to 3 inches:
1) Maximum hanger spacing: 10 ft.
PROJECT NO. 17-210-1103 2210 05 -112 SECTION 2210 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING
2) Hanger rod diameter: 112 inch.
2. Plastic Piping:
a. All Sizes:
1) Maximum hanger spacing: 6 ft.
2) Hanger rod diameter: 318 inch.
END OF SECTION
PROJECT NO. 17-210-1103 22 1005-113 SECTION 2210 05
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING
SECTION 2210 06
PLUMBING PIPING SPECIALTIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Drains.
B. Hose bibbs.
C. Water hammer arrestors.
1.02 RELATED REQUIREMENTS
A. Section 22 40 00 - Plumbing Fixtures,
1.03 REFERENCE STANDARDS
A. ASME A112.6.3 - Floor and Trench Drains; 2001 (R2007).
B. ASSE 1019 - Performance Requirements for Wall Hydrant with Backflow Protection and Freeze
Resistance; 2011.
C. NSF 61 - Drinking Water System Components - Health Effects; 2014 (Errata 2015),
D. NSF 372 - Drinking Water System Components - Lead Content; 2011.
E. PDI -WH 201 -Water Hammer Arresters; 2010,
1.04 DELIVERY, STORAGE, AND HANDLING
A. Accept specialties on site in original factory packaging. Inspect for damage.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Specialties in Potable Water Supply Systems: Provide products that comply with NSF 61 and NSF
372 for maximum lead content.
2.02 DRAINS
A. Manufacturers:
1. MIFAB.
2. Jay R. Smith Manufacturing Company,
3. Zurn Industries, Inc.
B. Floor Drain (FD -1):
1. ASME Al 12.6.3; lacquered cast iron two piece body with double drainage flange, weep holes,
reversible clamping collar, and 6 inch round, adjustable stainless steel (nickel -bronze) strainer.
2. MIFAB; Model F1000 -C-6-3
2.03 CLEANOUTS
A. Manufacturers:
1, MIFAB,
2, Jay R, Smith Manufacturing Company.
PROJECT NO. 17-210-1103 221006-114 SECTION 22 10 06
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING SPECIALTIES
3. Zurn Industries, Inc.
B. Cleanouts at Interior Finished Floor Areas FCO:
1. Lacquered cast iron body with anchor flange, reversible clamping collar, threaded scoriated
secured stainless steel (nickel bronze) top, and bronze gasketed plug.
2. MIFAB; Model C1220 -3413-R-3.
C. Cleanouts at Interior Finished Wall Areas:
1. Line type with lacquered cast iron body and round epoxy coated gasketed cover, and round
stainless steel access cover secured with machine screw.
2. MIFAB; Model C1450 -RD.
2.04 WATER HAMMER ARRESTORS
A. Manufacturers:
1. MIFAB,
2. Jay R. Smith Manufacturing Company,
3. Zurn Industries, Inc.
B. Water Hammer Arrestors:
1. Stainless steel construction, bellows type sized in accordance with PDI -WH 201, precharged
suitable for operation in temperature range -100 to 300 degrees F and maximum 250 psi
working pressure.
2. MIFAB; Model WHB.
PART 3 EXECUTION
3,01 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture
of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system.
C. Install floor cleanouts at elevation to accommodate finished floor.
D. Install water hammer arrestors complete with accessible isolation valve on hot and cold water
supply piping to plumbing fixtures.
END OF SECTION
PROJECT N0, 17-210-1103 2210 06 -115 SECTION 2210 06
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING PIPING SPECIALTIES
SECTION 22 40 00
PLUMBING FIXTURES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Water closets.
B. Urinals.
C. Lavatories.
1.02 RELATED REQUIREMENTS
A, Section 2210 05 - Plumbing Piping,
1.03 REFERENCE STANDARDS
A. ASME Al 12.6.1 M - Supports for Off -the -Floor Plumbing Fixtures for Public Use; 1997 (Reaffirmed
2002).
B. ASME Al 12.18A - Plumbing Supply Fittings; 2012.
C. ASME Al 12.19.2 - Ceramic Plumbing Fixtures; 2013.
D. NSF 61 - Drinking Water System Components - Health Effects; 2014 (Errata 2015).
E. NSF 372 - Drinking Water System Components - Lead Content; 2011.
1.04 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide catalog illustrations of fixtures, sizes, rough -in dimensions, utility sizes,
trim, and finishes.
C. Maintenance Data: Include fixture trim exploded view and replacement parts lists.
D. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified
in this section, with minimum three years of documented experience.
1.06 REGULATORY REQUIREMENTS
A. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc.,
as suitable for the purpose specified and indicated.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Accept fixtures on site in factory packaging, Inspect for damage.
B. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place
to protect fixtures and prevent use.
PROJECT NO. 17-210-1103 22 40 00 -116 SECTION 22 40 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING FIXTURES
1 A6 WARRANTY
A. See Section 0178 00 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS
2.01 GENERAL
A. Potable Water Systems: Provide plumbing fittings and faucets that comply with NSF 61 and NSF
372 for maximum lead content; label pipe and fittings.
2.02 FLUSH VALVE WATER CLOSET (WC -1), ADAAG COMPLIANT
A. Water Closets: Vitreous china, ASME Al 12.19.2, wall hung, siphon jet flush action,
1. Bowl: ASME All 12.19.2; 16.5 inches high with elongated rim.
2. Flush Valve; Exposed (top spud).
3. Flush Volume: 1.6 gallon, maximum.
4. Flush Operation: Sensor operated.
5. Handle Height: 11 inches or less.
6. Color: White.
7. Manufacturers:
a. American Standard, Inc.
b. Sloan Valve Company,
c. Zurn industries, Inc; Model 25615-BWL
B. Flush Valves: ASME Al 12,18.1, diaphragm type, complete with vacuum breaker stops and
accessories.
1. Sensor -Operated Type: Solenoid operator, battery powered, infrared sensor and dual flush
over -ride push buttons.
2. Exposed Type: Chrome plated, escutcheon, integral screwdriver stop.
3. Manufacturers:
a. Sloan Valve Company; Model ECOS 8111-1.611.1.
C. Seats:
1. Manufacturers:
a. Bemis Manufacturing Company; Model 2155SSCT.
b. Church Seat Company.
c. Olsonite.
2. Solid antimicrobial white plastic, open front, extended back, self-sustaining hinge, brass bolts,
without cover.
D. Water Closet Carriers:
1. Manufacturers:
a. MIFAB.
b. J.R. Smith.
c. Zurn Industries, Inc.
2, ASME A112.6.1 M; adjustable cast iron frame, integral drain hub and vent, adjustable spud, lugs
for floor and wall attachment, threaded fixture studs with nuts and washers.
PROJECT NO. 17-210-1103 224000-117 SECTION 22 40 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING FIXTURES
2.03 FLUSH VALVE WATER CLOSETS (WC -2)
A. Water Closets: Vitreous china, ASME A112.19.2, elongated rim, wall hung, siphon jet flush action,
china bolt caps.
1. Flush Volume: 1.6 gallon, maximum.
2. Flush Valve: Exposed (top spud).
3. Flush Operation: Sensor operated.
4. Manufacturers:
a. American Standard Inc.
b. Sloan Valve Company.
c. Zurn industries, Inc; Model Model 25615-BWL.
B. Flush Valves: ASME Al 12,18.1, diaphragm type, complete with vacuum breaker stops and
accessories.
1. Sensor -Operated Type; Solenoid operator, battery powered, infrared sensor and dual flush
over -ride push buttons.
2. Exposed Type: Chrome plated, escutcheon, integral screwdriver stop.
3. Manufacturers:
a. Sloan Valve Company; Model ECOS 8111-1.611.1.
b. Substitutions: See Section 0160 00 -Product Requirements.
C. Seats:
1. Manufacturers:
a. Bemis Manufacturing Company; Model 2155SSC.
b. Church Seat Company,
c. Olsonite.
2. Solid antimicrobial white plastic, open front, extended back, self-sustaining hinge, brass bolts,
without cover.
D. Water Closet Carriers:
1. Manufacturers:
a. MIFAB.
b. J.R. Smith,
c. Zurn Industries, Inc.
2. ASME A112.6.1 M; adjustable cast iron frame, integral drain hub and vent, adjustable spud, lugs
for floor and wall attachment, threaded fixture studs with nuts and washers.
2.04 WALL HUNG URINALS (UR -1), ADAAG COMPLIANT
A. Wall Hung Urinal Manufacturers.-
1.
anufacturers:1. American Standard, Inc.
2. Sloan Valve Company.
3. Zurn Industries, Inc; Model Z5755 -U.
B. Urinals: Vitreous china, ASME Al 12.19.2, wall hung with side shields and concealed carrier.
1. Flush Volume: 1.0 gallon, maximum.
2. Flush Style: Washout.
3. Flush Valve: Exposed (top spud).
4. Flush Operation: Sensor operated.
5. Trap: Integral.
PROJECT NO. 17-210-1103 224000-118 SECTION 22 40 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING FIXTURES
6. Removable stainless steel strainer.
C. Flush Valves: ASME A112,18.1, diaphragm type, complete with vacuum breaker stops and
accessories.
1. Sensor -Operated Type: Solenoid operator, battery powered, infrared sensor and over -ride
push button.
2. Exposed Type: Chrome plated, escutcheon, integral screwdriver stop.
D. Manufacturers:
1. Sloan Valve Company; Model Optima Plus 8186.
E. Carriers:
1. Manufacturers:
a. MIFAB.
b. J.R. Smith.
c. Zurn Industries, Inc.
2.05 LAVATORY (L-1), ADAAG COMPLIANT
A. Lavatory integral to counter provided under Division 12.
B. Supply Faucet Manufacturers:
1. Sloan Valve Company; Model BASYS, EFX380.210.000 .
C. Sensor Operated Faucet: Cast brass, chrome plated, deck mounted with capacitance sensing and
turbine.
1. Spout Style: Standard,
2. Power Supply: Self -generating, hydro -powered turbine charging rechargeable battery.
3. Mixing Valve: ASSE 1017, underdeck, thermostatic mixing valve.
4. Water Supply: 318 inch compression connections.
5. Aerator: Vandal resistant, 0.5 GPM, laminar flow device.
6. Sensor range: Factory set at a minimum of 3 inch adjustable up to 24 inch.
7. Finish: Polished chrome.
D. Accessories:
1. Chrome plated 17 gage, 0.0538 inch brass P -trap with clean-out plug and arm with escutcheon.
2. Offset waste with perforated open strainer.
3. Screwdriver stops.
4. Rigid supplies.
PART 3 EXECUTION
3.01 EXAMINATION
A, Verify that walls and floor finishes are prepared and ready for installation of fixtures,
B. Confirm that millwork is constructed with adequate provision for the installation of counter top
lavatories and sinks.
3.02 PREPARATION
A. Rough -in fixture piping connections in accordance with minimum sizes indicated in fixture rough -in
schedule for particular fixtures.
-PROJECT N0. 17-210-1103 22 40 00 -119 SECTION 22 40 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING FIXTURES
3.03 INSTALLATION
A. Install each fixture with trap, easily removable for servicing and cleaning.
B. Provide chrome plated rigid or flexible supplies to fixtures with loose key stops, reducers, and
escutcheons.
C. Install components level and plumb.
D, Install and secure fixtures in place with wall supports and bolts.
3.04 INTERFACE WITH WORK OF OTHER SECTIONS
A. Review millwork shop drawings. Confirm location and size of fixtures and openings before rough -
in and installation.
3.05 ADJUSTING
A. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow.
3.06 CLEANING
A. Clean plumbing fixtures and equipment.
3.07 PROTECTION
A. Protect installed products from damage due to subsequent construction operations.
B. Do not permit use of fixtures by construction personnel.
C. Repair or replace damaged products before Date of Substantial Completion,
END OF SECTION
PROJECT NO. 17-210-1103 22 40 00 -120 SECTION 22 40 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved PLUMBING FIXTURES
SECTION 23 3100
HVAC DUCTS AND CASINGS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Metal ductwork.
B. Nonmetal ductwork.
1.02 RELATED REQUIREMENTS
A. Section 23 37 00 - Air Outlets and Inlets.
1.03 REFERENCE STANDARDS
A. ASHRAE (FUND) - ASHRAE Handbook - Fundamentals; 2013,
B. ASTM A361A36M - Standard Specification for Carbon Structural Steel; 2014,
C. ASTM A6531A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -
Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015.
D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;
2015a.
E. NFPA 90A - Standard for the Installation of Air -Conditioning and Ventilating Systems; 2015.
F. SMACNA (DCS) - HVAC Duct Construction Standards Metal and Flexible; 2005 (Rev. 2009).
1.04 REGULATORY REQUIREMENTS
A. Construct ductwork to NFPA 90A standards.
1.05 FIELD CONDITIONS
A. Do not install duct sealants when temperatures are less than those recommended by sealant
manufacturers.
B. Maintain temperatures within acceptable range during and after installation of duct sealants.
PART 2 PRODUCTS
2.01 MATERIALS
A. Galvanized Steel for Ducts: Hot -dipped galvanized steel sheet, ASTM A6531A653M FS Type B,
with G902275 coating.
B. Joint Sealers and Sealants: Non -hardening, water resistant, mildew and mold resistant,
1. Type: Heavy mastic or liquid used alone or with tape, suitable for joint configuration and
compatible with substrates, and recommended by manufacturer for pressure class of ducts.
2. VOC Content: Not more than 250 g/L, excluding water.
3. Surface Burning Characteristics: Flame spread of zero, smoke developed of zero, when tested
in accordance with ASTM E84,
C. Hanger Rod: ASTM A361A36M; steel, galvanized; threaded both ends, threaded one end, or
continuously threaded.
PROJECT NO. 17-210-1103 23 31 00 -121 SECTION 23 3100
Copyright 2017 by KLUBER, INC.; All Rights Reserved HVAC DUCTS AND CASINGS
D. Ducts: Galvanized steel, unless otherwise indicated.
E. Low Pressure Supply (System with Cooling Coils): 2 inch w.g. pressure class, galvanized steel.
F. General Exhaust: 1 inch w,g. pressure class, galvanized steel,
G. Ductmate or WDCI duct connection systems are acceptable. Ductwork constructed using these
systems shall refer to manufacturer's recommendations for sheet metal gage intermediate and joint
reinforcement.
2.02 DUCTWORK FABRICATION
A. Fabricate and support in accordance with SMACNA (DCS) and as indicated.
B. Transfer Air and Sound Boots: 112 inch w.g. pressure class, lined galvanized steel.
C. No variation of duct configuration or size permitted except by written permission. Size round duct
installed in place of rectangular ducts in accordance with ASHRAE Handbook - Fundamentals.
D. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated.
E. Construct T's, bends, and elbows with radius of not less than 1-112 times width of duct on
centerline. Where not possible and where rectangular elbows must be used, provide air foil turning
vanes of perforated metal with glass fiber insulation.
F. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum
30 degrees divergence upstream of equipment and 45 degrees convergence downstream.
G. Fabricate continuously welded round and oval duct fittings in accordance with SMACNA (DCS).
H. Where ducts are connected to exterior wall louvers and duct outlet is smaller than louver frame,
provide blank -out panels sealing louver area around duct. Use same material as duct, painted
black on exterior side; seal to louver frame and duct.
2,03 MANUFACTURED DUCTWORK AND FITTINGS
A. Flexible Ducts: Multiple layers of aluminum laminate supported by helically wound spring steel
wire.
1. Insulation: Fiberglass insulation with aluminized vapor barrier film.
2. Pressure Rating: 10 inches WG positive and 1.0 inches WG negative.
3. Maximum Velocity: 4000 fpm.
4. Temperature Range: Minus 20 degrees F to 210 degrees F.
B. Transverse Duct Connection System: SMACNA "E" rated rigidly class connection, interlocking
angle and duct edge connection system with sealant, gasket, cleats, and corner clips in
accordance with SMACNA (DCS).
PART 3 EXECUTION
3.01 INSTALLATION
A. Install, support, and seal ducts in accordance with SMACNA (DCS).
B. Install in accordance with manufacturer's instructions.
PROJECT NO. 17-210-1103 23 31 00 -122 SECTION 23 3100
Copyright 2017 by KLUBER, INC., All Rights Reserved HVAC DUCTS AND CASINGS
C. During construction provide temporary closures of metal or taped polyethylene on open ductwork
to prevent construction dust from entering ductwork system.
D. Duct sizes indicated are inside clear dimensions. For lined ducts, maintain sizes inside lining,
E. Duct sizes indicated shall be of sizes indicated. However, necessary changes in shape offsets or
crossovers to clear piping, lighting, building construction obstructions, etc, shall be made without
additional cost.
F. Locate ducts with sufficient space around equipment to allow normal operating and maintenance
activities.
G. Use double nuts and lock washers on threaded rod supports.
H. Connect diffusers or light troffer boots to low pressure ducts directly or with 5 feet maximum length
of flexible duct held in place with strap or clamp.
END OF SECTION
PROJECT NO. 17-210-1103 23 31 00- 123 SECTION 23 3100
Copyright 2017 by KLUBER, INC.; All Rights Reserved HVAC DUCTS AND CASINGS
SECTION 23 37 00
AIR OUTLETS AND INLETS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Registers/grilles.
1.02 REFERENCE STANDARDS
A. ASHRAE Std 70 - Method of Testing the Performance of Air Outlets and Inlets; 2006 (132011).
1.03 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements for submittal procedures.
B. Product Data: Provide data for equipment required for this project. Review outlets and inlets as to
size, finish, and type of mounting prior to submission. Submit schedule of outlets and inlets
showing type, size, location, application, and noise level.
1.04 QUALITY ASSURANCE
A. Test and rate air outlet and inlet performance in accordance with ASHRAE Std 70.
B. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified
in this section, with minimum three years of documented experience.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Price Industries.
B. Titus.
C. Tuttle & Bailey.
D. Nailor.
2.02 WALL EXHAUST AND RETURN REGISTERS/GRILLES
A. Type: Streamlined blades, 314 inch minimum depth, 314 inch maximum spacing, with spring or
other device to set blades, horizontal face.
B. Frame: 1-114 inch margin with countersunk screw mounting.
C. Fabrication: Aluminum extrusions, with factory baked enamel finish.
D. Color: To be selected by Architect/Engineer from manufacturer's standard range.
E. Damper: Integral, gang -operated, opposed blade type with removable key operator, operable from
face.
F. Titus Model 301 FL.
PROJECT NO. 17-210-1103 23 37 00 -124 SECTION 23 37 00
Copyright 2017 by KLUBER, INC,; All Rights Reserved AIR OUTLETS AND INLETS
PART 3 EXECUTION
3.01 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Check location of outlets and inlets and make necessary adjustments in position to conform with
architectural features, symmetry, and lighting arrangement.
C. Install diffusers to ductwork with air tight connection.
D. Provide balancing dampers on duct take -off to diffusers, and grilles and registers, despite whether
dampers are specified as part of the diffuser, or grille and register assembly.
END OF SECTION
PROJECT NO. 17-210-1103 23 37 00 -125 SECTION 23 37 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved AIR OUTLETS AND INLETS
SECTION 26 05 00
BASIC ELECTRICAL REQUIREMENTS
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
1.02 SECTION INCLUDES
A. Basic Electrical Requirements and materials specifically applicable to Division 26 Sections, in
addition to Division 1 - General Requirements. Section includes;
1. Electrical Identification.
2. Minor Demolition.
3. Conductors and Devices.2
4. Raceways and Boxes,
5. Supporting Devices.
1.03 REGULATORY REQUIREMENTS
A. Conform to NFPA 70 - National Electrical Code, latest edition with amendments as adopted by the
Village of Oak Brook, IL.
B. Conform to building codes as adopted by the Village of Oak Brook, IL.
C. Install electrical Work in accordance with the NECA Standard of Installation.
1.04 DELIVERY, STORAGE AND HANDLING
A. Store and protect all materials as specified under the provisions of Section 01 60 00 and as
specified herein.
B. Deliver products to the project properly identified with names, model numbers, types, grades,
compliance labels, and other information needed for identification.
C. Ship products to the job site in their original packaging. Receive and store products in a suitable
manner to prevent damage or deterioration. Keep equipment upright at all times,
D. Investigate the spaces through which equipment must pass to reach its final destination,
Coordinate with the manufacturer to arrange delivery at the proper stage of construction and to
provide shipping splits where necessary.
1.05 PROJECT/SITE CONDITIONS
A. Install work in locations shown on Drawings, unless prevented by Project conditions. Drawings
have omitted certain branch circuitry in areas for ease of reading. All branch circuitry is to be
provided by Contractor.
B. Prepare drawings showing proposed rearrangement of Work to meet Project conditions, including
changes to Work specified in other Sections. Obtain permission from Architect/Engineer before
proceeding as specified under modification procedures.
PROJECT NO. 17-210-1103 26 05 00 -126 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
1.06 QUALITY ASSURANCE
A. Provide Work as required for a complete and operational electrical installation.
B. All products shall be designed, manufactured, and tested in accordance with industry standards.
Standards, organizations, and their abbreviations as used hereafter, include the following:
1. American National Standards Institute, Inc (ANSI).
2. American Society for Testing and Materials (ASTM).
3. National Electrical Manufacturers Association (NEMA).
4. Underwriters Laboratories, Inc. (UL).
C. Install all Work in accordance with the NECA Standard of Installation.
1.07 SUBMITTALS
A. Submit all requested items in Division 26 Sections under provisions of Section 0130 00,
1.08 SUBSTITUTIONS
A. Substitutions will be considered only as allowed within the provisions of Section 0160 00,
1.09 PROJECT RECORD DOCUMENTS
A. Cooperate and assist in the preparation of project record documents under the provisions of
Section 0178 00,
1.10 PROJECT MANAGEMENT AND COORDINATION
A. Proper project management and coordination is critical for a successful project. Manage and
coordinate the Work with all other trades in accordance with Section 0130 00 requirements.
Reliance on the Drawings and Specifications only for exact project requirements is insufficient for
proper coordination.
PART PRODUCTS
2.01 WIRING METHODS
A. All locations: Building wire in raceway.
B. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 14 AWG for
control wiring.
1. Use 10 AWG conductor for 20 ampere, 120 volt branch circuit home runs longer than 100 feet.
Use minimum #10 AWG conductor wire in all the following locations:
a. All programmable panel branch circuits (larger where indicated).
b. All emergency lighting and exit branch circuits.
2.02 WIRE AND CABLE
A. Manufacturers:
1. Okonite.
2. Southwire.
3. Collyer.
B. Building Wire:
PROJECT NO. 17-210-1103 260500-127 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
1. Feeders and Branch Circuits Larger Than 6 AWG: Copper, stranded conductor, 600 volt
insulation,
2. Feeders and Branch Circuits 6 AWG and Smaller: Copper conductor, 600 volt insulation. 6
and 8 AWG, stranded conductor; smaller than 8 AWG, stranded conductor (solid for device
terminations).
3. Control Circuits: Copper, stranded conductor, 600 volt insulation.
4. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet.
5. Use 10 AWG conductors for 20 ampere, 277 volt branch circuits longer than 200 feet,
6. Use conductor not smaller than 12 AWG for power and lighting circuits.
C. Locations:
1. Concealed Dry Interior Locations: Use only building wire with Type THHN insulation in
raceway.
2. Exposed Dry Interior Locations: Use only building wire with Type THHN insulation in raceway.
3. Above Accessible Ceilings: Use only building wire with Type THHN insulation in raceway.
4. Wet or Damp Interior Locations: Use only building wire with Type THWN insulation in raceway.
2.03 WIRING DEVICES AND WALL PLATES
A. Single Pole Switch: Specification grade.
1. Hubbell Model 1121.
2. P & S Model 521.
3. Leviton Model 1121.
4. Color: Ivory,
B. Three-way Switch: Specification grade.
1. Hubbell Model 1123.
2. P & S Model 523,
3, Leviton Model 1123.
4. Color: Ivory.
C. Duplex Convenience Receptacle: Nema 5-20R, duplex, specification grade.
1. Hubbell.
2. Bryant,
3. Leviton.
4, Color: Ivory,
D. GFCI Receptacle: Nema 5-20R, duplex, GFCI, specification grade.
1. Hubbell Model GF -5362.
2. Slater Model SIR -20-F.
3. Eagle Model 647.
4. Color; Ivory.
E. Decorative Cover Plate:
1. Hubbell.
2. Bryant.
3. Leviton.
4. Description: Ivory, metal.
PROJECT NO. 17-210-1103 260500-128 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
2.04 RACEWAY REQUIREMENTS
A. Use only specified raceway in the following locations:
1. Branch Circuits and Feeders:
a. Concealed Dry Interior Locations: Electrical metallic tubing.
b. Exposed Dry Interior Finished Locations: Electrical metallic tubing.
c. Exposed Dry Interior Unfinished Locations: Electrical metallic tubing,
d. All other locations: Galvanized Rigid Metallic Conduit,
B. Size raceways for conductor type installed,
1. Minimum Size Conduit Homerun to Panelboard: 314 -inch.
2.05 METALLIC CONDUIT AND FITTINGS
A. Conduit:
1. Rigid Steel Conduit: ANSI C80.1.
2. Electrical metallic tubing: ANSI C80,3,
3. Flexible Conduit: UL 1, zinc -coated steel.
a. Liquidtight Flexible Conduit: UL360. Fittings shall be specifically approved for use with this
raceway.
B. Conduit Fittings:
1. Metal Fittings and Conduit Bodies: NEMA FB 1.
a. EMT fittings: Use set -screw indentor-type fittings.
2.06 NONMETALLIC TUBING
A. Manufacturers:
1. Carlon Co.
2. LCP National Plastics, Inc.
3. Pacific Western Extruded Plastics Co.
B. Description: UL651A "Type EB and A PVC Conduit and HDPE Conduit."
1. Conduit: Schedule 40. Suitable for exposure to sunlight and direct burial.
2.07 CONDUIT HANGERS
A. Manufacturers:
1. Minerrallac Electric Company,
2. Substitutions: Or Approved Equal.
B. Description:
I. Standard conduit hanger, zinc -plated steel with bolts.
2. Threaded rod and hardware: Plated finish, size and length as required for loading and
conditions.
2.06 BEAM CLAMPS
A. Manufacturers:
1. Appleton.
2. Midwest.
3. Raco.
PROJECT NO. 17-210-1103 26 05 00 -129 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
B, Description: Malleable beam clamp, zinc plated steel.
2.09 ELECTRICAL BOXES
A. Manufacturers:
1. Raco.
2. Steel City.
3. Appleton.
4. Substitutions:
Or Approved Equal.
B. Sheet Metal Outlet Boxes: ANSI/NEMA OS 1, galvanized steel, suitable for installation in masonry:
C. Equipment Support Boxes; Rated for weight of equipment supported; include 2 inch male fixture
studs where required.
D. Wet Location Outlet Boxes: Cast aluminum: Cast alloy, deep type, gasket cover, threaded hubs.
2.10 PENETRATION SEALANTS
A. Fire -rated assemblies: Provide firestopping of all penetrations made by Work under this Contract in
accordance with provisions of Section 07 84 00 requirements.
B. Thermal and Moisture Protection: Provide thermal and moisture protection made by Work under
this Contract of all exterior wall, floor and roof penetrations in accordance with Division 7
requirements.
2.11 MOTION SENSORS
A. Manufacturers:
1. Leviton
2. Hubbell
3. Approved Equal
B. Ceiling Mounted.
1. Dual technology (passive infrared and ultrasonic), 24VDC sensor with unobtrusive appearance
and 360 degrees of coverage.
a. Provide type/quantity of motion sensors to meet square foot coverage requirements.
2. Provide power pack for 24VDC controls and switching of 120/277V circuits. Minimum quantity
of sensors per power pack: 2.
3. Sensor shall continuously monitor space to identify usage patterns, Unit shall automatically
adjust time delay and sensitivity settings for optimal performance and energy efficiency.
4. Time delay settings: Auto, fixed (5,10,15,20 or 30 minutes),
5. Sensitivity settings: Auto, reduced sensitivity (passive infrared) variable (ultrasonic).
6, (1) N/O and (1) NIC output.
2,12 NAMEPLATES AND LABELS
A. Nameplates: Engraved three -layer laminated plastic, black letters on white background.
B. Locations;
1. Each electrical distribution and control equipment enclosure.
C. Letter Size:
1. Use 118 inch letters for identifying individual equipment and loads.
PROJECT NO. 17-210-1103 26 05 00 -130 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
2. Use 114 inch letters for identifying grouped equipment and loads.
D. Labels; Embossed adhesive tape, with 3116 inch white letters on a black background. Use only for
identification of individual wall switches and receptacles and control device stations.
2.13 WIRE AND CABLE MARKERS
A. Manufacturers:
1. Brady Model PCPS.
2. Pandult Model PCM,
3. T & B Model WM.
B. Description: Cloth type wire markers.
C. Locations: Each conductor at panelboard gutters, pull boxes, and each load connection.
D. Legend:
1. Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings.
2.14 CONDUIT MARKERS
A. Location: Furnish markers for each conduit longer than 6 feet.
B. Spacing; 20 feet on center.
C. Color;
1. 480 Volt System: Orange
2. 208 Volt System: Black
3. Fire Alarm System: Red.
PART 3 EXECUTION
3.01 EXAMINATION AND PREPARATION
A. Demolition Drawings are based on casual field observation and are intended to identify the limits of
the construction site. Remove all electrical systems in their entirety in proper sequence with the
Work.
B. Disconnect electrical systems in walls, floors, and ceilings for removal.
C. Provide temporary wiring and connections to maintain existing systems in service during
construction. When work must be performed on energized equipment or circuits, use personnel
experienced in such operations,
D. Existing Fire Alarm System: Maintain existing system in service. Disable system only to make
switchovers and connections, Notify Owner, Arch itecUEngineer and local fire service at least 24
hours before partially or completely disabling system. Minimize outage duration. Make temporary
connections to maintain service in areas adjacent to work area.
E. Beginning of demolition means installer accepts existing conditions.
F. Verify that supporting surfaces are ready to receive work.
G. Electrical boxes are shown on Drawings, in approximate locations, unless dimensioned.
1. Obtain verification from Architect/Engineer for locations of outlets throughout prior to rough -in.
PROJECT No. 17-210-1103 26 05 00 - 131 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
H. Degrease and clean surfaces to receive wire markers.
I. Verify that interior of building is physically protected from weather.
J. Verify that mechanical work which is likely to injure conductors has been completed.
K. Completely and thoroughly swab raceway system before installing conductors.
3.02 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK
A. Remove all existing electrical installations to accommodate new construction.
B. Remove abandoned wiring to source of supply.
C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling
finishes. Cut conduit flush with walls and floors, and patch surfaces.
D. Relocate existing fire alarm devices affected by wall, ceiling and floor demolition.
E. Repair adjacent construction and finishes damaged during demolition and extension work.
F. Properly dispose of all ballast to approved ballast recycler. Do not land fill ballasts.
3.03 APPLICATION
A. Install nameplate and label parallel to equipment lines.
B. Secure nameplate to equipment front using screws.
C. Secure nameplates to inside surface of door on panelboard that is recessed in finished locations.
D. Identify underground conduits using underground warning tape. Install one tape per trench at 3
inches below finished grade.
E. Neatly train and secure wiring inside boxes, equipment, and panelboards.
F. Use wire pulling lubricant for pulling 4 AWG and larger wires.
G. Route wire and cable as required to meet project conditions.
1. Wire and cable routing indicated is approximate unless dimensioned.
2. Where wire and cable destination is indicated and routing is not shown, determine exact routing
and lengths required.
H. Pull all conductors into raceway at same time.
I. Protect exposed cable from damage.
J. Neatly train and lace wiring inside boxes, equipment and panelboards.
K. Support cables above accessible ceilings to keep them from resting on ceiling tiles.
L. Make splices, taps, and terminations to carry full ampacity of conductors without perceptible
temperature rise,
M, Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape
uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of
conductor.
PROJECT NO. 17-210-1103 26 05 00 -132 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
N. Provide anchors, fasteners, and supports in accordance with NECA "Standard of Installation",
0. Do not fasten supports to pipes, ducts, mechanical equipment, and conduit.
P. Do not use powder -actuated anchors.
Q. Do not drill or cut structural members.
R. Fabricate supports from structural steel or steel channel. Rigidly weld members or use hexagon
head bolts to present neat appearance with adequate strength and rigidity. Use spring lock
washers under all nuts.
S. Install surface -mounted cabinets and panelboards with minimum of four anchors.
T. In wet and damp locations use steel channel supports to stand cabinets and panelboards one inch
off wall.
U. Use sheet metal channel to bridge studs above and below cabinets and panelboards recessed in
hollow partitions.
V. Terminate spare conductors with electrical tape.
W. Do not share neutral conductor on load side of dimmers.
X. Install wiring devices in accordance with manufacturer's instructions.
1. Install wall switches at height shown on drawings, OFF position down.
2. Install convenience receptacles at height shown on drawings grounding pole on bottom.
3. Install specific purpose receptacles at heights shown on Drawings.
Y. Install wall plates flush and level.
1. Install decorative plates on switch, receptacle, and blank outlets in finished areas.
2. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above
accessible ceilings, and on surface -mounted outlets.
END OF SECTION
PROJECT NO. 17-210-1103 26 05 00 - 133 SECTION 26 05 00
Copyright 2017 by KLUBER, INC.; All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
SECTION 26 5100
LIGHTING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Interior luminaires.
B. Emergency lighting units.
C. Ballasts and drivers,
D. Lamps.
E. Luminaire accessories.
1.02 REFERENCE STANDARDS
A. NECA 1 - Standard for Good Workmanship in Electrical Construction; National Electrical
Contractors Association; 2010.
B. NECAIIESNA 501 - Recommended Practice for Installing Exterior Lighting Systems; National
Electrical Contractors Association; 2006.
C. NEMA LE 4 - Recessed Luminaires, Ceiling Compatibility; National Electrical Manufacturers
Association; 2012,
D. UL 1598 - Luminaires; Current Edition, Including All Revisions.
E. UL 8750 - Light Emitting Diode (LED) Equipment for Use in Lighting Products; Current Edition,
Including All Revisions.
F, IESNA LM -63 - ANSI Approved Standard File Format for Electronic Transfer of Photometric Data
and Related Information; Illuminating Engineering Society; 2002 (Reaffirmed 2008).
G. NECAIIESNA 500 - Standard for Installing Indoor Commercial Lighting Systems; National Electrical
Contractors Association; 2006.
H. NECAIIESNA 502 - Standard for Installing Industrial Lighting Systems; National Electrical
Contractors Association; 2006,
I. UL 924 - Emergency Lighting and Power Equipment; Current Edition, Including All Revisions,
J. UL 1598 - Luminaires; Current Edition, Including All Revisions,
1.03 ADMINISTRATIVE REQUIREMENTS
A. Coordination;
1. Coordinate the installation of luminaires with mounting surfaces installed under other sections
or by others. Coordinate the work with placement of supports, anchors, etc. required for
mounting. Coordinate compatibility of luminaires and associated trims with mounting surfaces at
installed locations.
2. Coordinate the placement of luminaires with structural members, ductwork, piping, equipment,
diffusers, fire suppression system components, and other potential conflicts installed under
other sections or by others.
PROJECT NO. 17-210-1103 265100-134 SECTION 26 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved LIGHTING
3. Notify Architect/Engineer of any conflicts or deviations from the contract documents to obtain
direction prior to proceeding with work.
1.04 SUBMITTALS
A. See Section 0130 00 - Administrative Requirements, for submittal procedures.
B. Shop Drawings:
1. Provide photometric calculations where luminaires are proposed for substitution upon request.
2. Indicate construction, installation and mounting details for products.
3. Wring Diagrams: Submit wiring diagrams for all exit sign, night light, self-contained back-up
battery lighting, battery ballasts and associated circuit breakers, programmable circuit breakers
and/or emergency circuit breakers.
C. Product Data: Provide manufacturer's standard catalog pages and data sheets including detailed
information on luminaire construction, dimensions, ratings, finishes, mounting requirements,
listings, service conditions, photometric performance, installed accessories, and ceiling
compatibility; include model number nomenclature clearly marked with all proposed features.
1. LED Luminaires:
a. Include estimated useful life, calculated based on IES LM -80 test data.
b. Include IES LM -79 test report upon request.
2. Lamps; Include rated life, color temperature, color rendering index (CRI), and initial and mean
lumen output.
D. Manufacturer's Installation Instructions; Indicate application conditions and limitations of use
stipulated by product testing agency. Include instructions for storage, handling, protection,
examination, preparation, and installation of product.
E. Operation and Maintenance Data: Instructions for each product including information on
replacement parts.
F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 0160 00 - Product Requirements, for additional provisions.
G. Project Record Documents: Record actual connections and locations of luminaires and any
associated remote components.
1.05 QUALITY ASSURANCE
A. Conform to requirements of NFPA 70.
B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this
section with minimum three years documented experience.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Receive, handle, and store products according to NECA/IESNA 500 (commercial lighting),
NECA/IESNA 502 (industrial lighting), and manufacturer's written instructions.
B. Keep products in original manufacturer's packaging and protect from damage until ready for
installation.
PROJECT NO, 17-210-1103 26 51 00 -135 SECTION 26 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved - LIGHTING
1.07 FIELD CONDITIONS
A. Maintain field conditions within manufacturer's required service conditions during and after
installation.
1.08 WARRANTY
A, See Section 0178 00 - Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS
2.01 LUMINAIRE TYPES
A. Furnish products as specified below.
B. Substitutions: See Section 0160 00 - Product Requirements, except where individual luminaire
types are designated with substitutions not permitted.
C. Type A: 4' LED Wall Mount Strip.
1. Products:
a. Philips LEDALITE - 7408LBGQN.
b. Substitutions: See Section 01 60 00- Product Requirements,
2. Housing: Steel, silver.
3. Nominal Length: 4 feet.
4. Lamp(s): One -26W LED.
a. Correlated Color Temperature: 3,500K.
5. Voltage: Universal 120-277 V.
6, Mounting: Wall.
2.02 LUMINAIRES
A. Provide products that comply with requirements of NFPA 70.
B. Provide products that are listed and labeled as complying with UL 1598, where applicable.
C. Provide products listed, classified, and labeled as suitable for the purpose intended.
D. Provide products complying with Federal Energy Management Program (FEMP) requirements.
E. Unless otherwise indicated, provide complete luminaires including lamp(s) and all sockets, ballasts,
reflectors, lenses, housings and other components required to position, energize and protect the
lamp and distribute the light.
F. Unless specifically indicated to be excluded, provide all required conduit, boxes, wiring,
connectors, hardware, supports, trims, accessories, etc. as necessary for a complete operating
system.
G. Provide products suitable to withstand normal handling, installation, and service without any
damage, distortion, corrosion, fading, discoloring, etc.
H. LED Luminaires:
1. Components: UL 8750 recognized or listed as applicable.
2. Tested in accordance with IES LM -79 and IES LM -80.
3. LED Estimated Useful Life: Minimum of 50,000 hours at 70 percent lumen maintenance,
calculated based on IES LM -80 test data.
PROJECT NO. 17-210-1103 265100-136 SECTION 26 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved LIGHTING
L LED Luminaire Components: UL 8750 recognized or listed as applicable.
2.03 EMERGENCY LIGHTING UNITS
A. Description: Emergency lighting units complying with NFPA 101 and all applicable state and local
codes, and listed and labeled as complying with UL 924.
B. Operation: Upon interruption of normal power source or brownout condition exceeding 20 percent
voltage drop from nominal, solid-state control automatically switches connected lamps to integral
battery power for minimum of 90 minutes of rated emergency illumination, and automatically
recharges battery upon restoration of normal power source.
C. Battery:
1. Sealed maintenance -free lead calcium unless otherwise indicated.
2, Size battery to supply all connected lamps, including emergency remote heads where indicated.
D. Diagnostics: Provide power status indicator light and accessible integral test switch to manually
activate emergency operation.
E. Provide low -voltage disconnect to prevent battery damage from deep discharge.
F. Accessories:
1. Provide compatible accessory mounting brackets where indicated or required to complete
installation.
2. Provide compatible accessory high impact polycarbonate vandal shields where indicated.
3. Provide compatible accessory wire guards where indicated.
4. Where indicated, provide emergency remote heads that are compatible with the emergency
lighting unit they are connected to and suitable for the installed location.
2.04 BALLASTS AND DRIVERS
A. Manufacturers:
1. General Electric Company/GE Lighting: www.gelighting.com,
2. Osram Sylvania: www. sylvan ia,com.
3. Philips Lighting Electronics/Advance: www.advance.philips.com.
4. Universal; www.unvlt.com
5. Substitutions: See Section 0160 00 - Product Requirements.
6. Manufacturer Limitations: Where possible, for each type of luminaire provide ballasts produced
by a single manufacturer.
7. Where a specific manufacturer or model is indicated elsewhere in the luminaire schedule or on
the drawings, substitutions are not permitted unless explicitly indicated.
B. All Ballasts:
1. Provide ballasts containing no polychlorinated biphenyls (PCBs).
2. Minimum Efficiency/Efficacy: Provide ballasts complying with all current applicable federal and
state ballast efficiency/efficacy standards.
C. Dimmable LED Drivers:
1. Dimming Range: Continuous dimming from 100 percent to one percent relative light output
unless dimming capability to lower level is indicated, without flicker.
2. Control Compatibility: Fully compatible with the dimming controls to be installed.
3. Product(s):
PROJECT NO. 17-210-1103 26 51 00 -137 SECTION 26 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved LIGHTING
a. Lutron Hi-Lume (L3D0-Series): 3 -wire and digital control; 0.1 percent dimming with Soft -On
and Fade -to -Black low end performance,
b. Lutron Hi-Lume A -Series (LTE -Series): Forward phase (neutral wire required); one percent
dimming.
c. Lutron Hi-Lume A -Series (L3D-Series): 3 -wire and digital control; one percent dimming.
d. Lutron EcoSystem H -Series (LDE1-Series): Digital control; one percent dimming with Soft -
On and Fade -to -Black low end performance.
2.03 LAMPS
A. Manufacturers:
1. General Electric Company/GE Lighting: www.gelighting.com.
2. Osram Sylvania: www.sylvania.com.
3. Philips Lighting Company: www.lighting.philips.com.
4. Substitutions: See Section 01 60 00- Product Requirements.
5. Manufacturer Limitations: Where possible, provide lamps produced by a single manufacturer.
B. Lamps -General Requirements:
1. Unless explicitly excluded, provide new, compatible, operable lamps in each luminaire.
2. Verify compatibility of specified lamps with luminaires to be installed. Where lamps are not
specified, provide lamps per luminaire manufacturer's recommendations.
3. Minimum Efficiency: Provide lamps complying with all current applicable federal and state lamp
efficiency standards.
4. Color Temperature Consistency: Unless otherwise indicated, for each type of lamp furnish
products which are consistent in perceived color temperature. Replace lamps that are
determined by the Architect/Engineer to be inconsistent in perceived color temperature.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field measurements are as shown on the drawings.
B. Verify that outlet boxes are installed in proper locations and at proper mounting heights and are
properly sized to accommodate conductors in accordance with NFPA 70.
C. Verify that suitable support frames are installed where required.
D. Verify that branch circuit wiring installation is completed, tested, and ready for connection to
luminaires.
E. Verify that conditions are satisfactory for installation prior to starting work.
F. Examine substrate and supporting grids for luminaires.
G. Examine each fixture to determine suitability for lamps specified.
3.02 PREPARATION
A. Provide extension rings to bring outlet boxes flush with finished surface.
B. Clean dirt, debris, plaster, and other foreign materials from outlet boxes.
PROJECT NO. 17-210-1103 265100-138 SECTION 26 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved LIGHTING
3.03 INSTALLATION
A. Coordinate locations of outlet boxes provided under Section 26 05 37 as required for installation of
luminaires provided under this section,
B. Install products according to manufacturer's instructions.
C. Install luminaires securely, in a neat and workmanlike manner, as specified in NECA 1 (general
workmanship), NECA 500 (commercial lighting), and NECA 502 (industrial lighting).
D. Install luminaires plumb and square and aligned with building lines and with adjacent luminaires.
E. Locate recessed ceiling luminaires as indicated on reflected ceiling plan.
F. Install wall mounted luminaires, emergency units and exit signs at height as indicated on Drawings
and directed in the field by Architect. Obtain final approval from Architect prior to commencement
of this portion of work.
G. Install accessories furnished with each luminaire.
K Make wiring connections to branch circuit using building wire with insulation suitable for
temperature conditions within luminaire,
I. Wall -Mounted Luminaires: Unless otherwise indicated, specified mounting heights are to center of
luminaire,
J. Install accessories furnished with each luminaire.
K. Bond products and metal accessories to branch circuit equipment grounding conductor.
L. Emergency Lighting Units:
1. Unless otherwise indicated, connect unit to unswitched power from same circuit feeding normal
lighting in same room or area. Bypass local switches, contactors, or other lighting controls.
M. Install lamps in each luminaire.
N. Lamp Burn -In: Operate lamps at full output for prescribed period per manufacturer's
recommendations prior to use with any dimming controls. Replace lamps that fail prematurely due
to improper lamp burn -in.
3.04 FIELD QUALITY CONTROL
A. Inspect each product for damage and defects.
B. Operate each luminaire after installation and connection to verify proper operation.
C. Test self -powered exit signs, emergency lighting units, and fluorescent emergency power supply
units to verify proper operation upon loss of normal power supply.
D. Correct wiring deficiencies and repair or replace damaged or defective products. Repair or replace
excessively noisy ballasts as determined by Architect/Engineer.
E. Energy Code Commissioning: The electrical contractor shall program, test, calibrate and confirm
the proper operation and placement of all lighting controls in accordance with the International
Energy Code, 2012 Edition Paragraph C4083 "Lighting system functional testing".
PROJECT NO. 17-210-1103 265100-139 SECTION 26 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved LIGHTING
3.05 ADJUSTING
A. Aim and position adjustable luminaires to achieve desired illumination as indicated or as directed
by Architect/Engineer. Secure locking fittings in place.
B. Aim and position adjustable emergency lighting unit lamps to achieve optimum illumination of
egress path as required or as directed by Architect/Engineer or authority having jurisdiction.
C. Relamp luminaires which have failed lamps at completion of work.
3.06 CLEANING
A. Clean surfaces according to NECA 500 (commercial lighting), NECA 502 (industrial lighting), and
manufacturer's instructions to remove dirt, fingerprints, paint, or other foreign material and restore
finishes to match original factory finish.
3.07 CLOSEOUT ACTIVITIES
A. See Section 0178 00 - Closeout Submittals, for closeout submittals,
B. Demonstration: Demonstrate proper operation of luminaires to Arch itect/Engineer, and correct
deficiencies or make adjustments as directed.
C. Just prior to Substantial Completion, replace all lamps that have failed.
D. Project record documents: Accurately record location of each luminaire.
3.06 PROTECTION
A. Protect installed luminaires from subsequent construction operations.
END OF SECTION
PROJECT NO. 17-210-1103 26 51 00 - 140 SECTION 26 5100
Copyright 2017 by KLUBER, INC.; All Rights Reserved LIGHTING
ATTACHMENT C
VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
ATTACHMENT C
LIST OF DRAWINGS
DATE LAST
SHEET NOS. SHEET TITLES REVISED
G100 Cover Sheet, General Notes, Symbols & Drawing Index 09/15/2017
G201 Accessibility & Mounting Information 09/15/2017
A310 Floor Plans and Reflecting Ceiling Plans 09/15/2017
A800 Room Finish Schedule 09/15/2017
A900 Interior Elevations 09/15/2017
MEP310 Floor Plans — Government Center 09/15/2017
-I-
VILLAGE OF OAK BROOK
BUTLER GOVERNMENT CENTER LOWER LEVEL RESTROOM
RENOVATIONS PROJECT
ATTACHMENT D
SPECIAL PROJECT REQUIREMENTS
1. Contractor shall have five (5) years of experience which is comparable in type and scope
to this project.
2. Work hours are 7:00 a.m. to 4:30 p.m. Monday through Friday. Any deviation is subject
to the approval of the Village representative.
3. The project will be done on consecutive work days, excluding weekends and holidays
observed by the Village, until completed, delays only to inclement weather.
4. Contractor is required to obtain all necessary permits from the Village of Oak Brook, and
schedule required inspections through Community Development.
5. The Contractor shall supply to the Village, phone numbers where he/she can be reached
after normal working hours.
6. The Contractor must submit all manufacturers' literature on all materials that will be used
on this project, including M.S.D.S. (Material Safety Data Sheets) prior to any work
beginning.
7. A storage location for supplies, ladders and scaffolding shall be mutually agreed upon
between the Village and the contractor before any material is stored on site. The
Contractor must deliver material with manufacturers labels intact and legible, store
material on raised platforms and cover material with protective covering.
8. Before work is started, Contractor must deliver to the job site sufficient material to
complete the project.
9. If a dumpster is required, the location of the dumpster placement shall be mutually agreed
upon between the Village and the contractor.
10. All ladders and scaffolding shall be maintained in prior working order during the course
of this project and shall be secured at the end of each workday.
11. Contractor must provide barricades to ensure that falling debris will not injure anyone,
and to prevent public access to the work area at all times. Yellow "CAUTION" tape will
ATTACHMENT D
be placed below the immediate work areas of laborers and scaffolds to warn the public of
people working overhead.
12. At all times, Contractor must keep the work and storage areas in a clean, orderly, and a
picked up manner, to prevent debris from blowing. Clean adjoining streets and immediate
vicinity at the end of each work day. Sidewalks, windowsills, roofs and other work areas
will be broom swept to remove all debris. Daily material and debris not placed into
dumpster will be removed from the site.
13. Upon completion of the project the work area shall be cleaned. All debris and remaining
material and supplies shall be removed from the jobsite, including the dumpster within 72
hours of completion.
14. Upon completion the Contractor shall supply a one year warranty covering material and
workmanship; contractor shall submit sample warranty with bid.
1•�x— ffK"1 • : ;
Prevailing Wage rates for
Du Page County effective
Sept. 1, 2017
Trade Title
Region
Type
Class Base
Fore-
M -F
OSA
OSH
H/W
Pension
Vacation
Training
Wage
man
OT
Wage
ASBESTOS ABT -GEN
ALL
ALL
41.20
42.20
1.5
1.5
2
14.65
12.32
0.00
0.50
ASBESTOS ABT -MEC
ALL
BLD
37.46
39.96
1.5
1.5
2
11.62
11.06
0,00
0.72
BOILERMAKER
ALL
BLD
48.49
52.86
2
2
2
6.97
19.61
0.00
0.90
BRICK MASON
ALL
BLD
45.38
49.92
1.5
1.5
2
10,45
16.68
0.00
0.90
CARPENTER
ALL
ALL
46.35
48.35
1.5
1,5
2
11.79
18.67
0.00
0.63
CEMENT MASON
ALL
ALL
44.25
46.25
2
1.5
2
14.00
17.16
0.00
0.92
CERAMIC TILE FN5HER
ALL
BLD
37.81
37.81
1.5
1.5
2
10,55
10.12
0.00
0.65
COMMUNICATION TECH
ALL
BLD
33.00
35.40
1.5
1.5
2
10.10
17.19
2.07
0.61
ELECTRIC PWR EQMT0P
ALL
ALL
37.89
51.48
1.5
1.5
2
5.00
11.75
0.00
0.38
ELECTRIC PWR EQMTOP
ALL
HWY
41.45
56.38
1.5
1.5
2
5.50
12.87
0.00
0,73
ELECTRIC PWR GRNDMAN
ALL
ALL
29.30
51.48
1.5
1.5
2
5.00
9.09
0.00
0.29
ELECTRIC PWR GRNDMAN
ALL
HWY
32.00
56.38
1.5
1.5
2
5.50
9.92
0.00
0.66
ELECTRIC PWR LINEMAN
ALL
ALL
45.36
51.48
1.5
1.5
2
5.00
14.06
0,00
0.45
ELECTRIC PWR LINEMAN
ALL
HWY
49.67
56.38
1.5
1.5
2
5.S0
15.40
0.00
0.88
ELECTRIC PWR TRK DRV
ALL
ALL
30.34
51.48
1.5
1.5
2
5.00
9.40
0.00
0,30
ELECTRIC PWR TRK DRV
ALL
HWY
33.14
56.38
1.5
1.5
2
5.50
10.29
0.00
0.59
ELECTRICIAN
ALL
BLD
39.26
43.26
1.5
1.5
2
12.35
22.08
4.93
0.68
ELEVATOR CONSTRUCTOR
ALL
BLD
51.94
58.43
2
2
2
14.43
14.96
4.16
0.90
FENCE ERECTOR
NE
ALL
39.58
41.58
1.5
1.5
2
13.40
13.90
0.00
0.40
FENCE ERECTOR
W
ALL
45.06
46.66
2
2
2
10.52
20.76
0.00
0.70
GLAZIER
ALL
BLD
42.45
43.95
1.5
1.5
2
14.04
20.14
0.00
0.94
HT/FROST INSULATOR
ALL
BLD
50.50
53.00
1.5
1.5
2
12.12
12.96
0.00
0.72
IRON WORKER
E
ALL
47.33
49.33
2
2
2
14.15
22.39
0.00
0.35
IRON WORKER
W
ALL
45.61
49.25
2
2
2
11.52
22.65
0.00
0.81
LABORER
ALL
ALL
41.20
41.95
1.5.
1.5
2
14.65
12.32
0.00
0.50
LATHER
MACHINIST
MARBLE FINISHERS
MARBLE MASON
MATERIAL TESTER I
MATERIALS TESTER II
MILLWRIGHT
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
OPERATING ENGINEER
ORNAMNTL IRON
WORKER
ORNAMNTL IRON
WORKER
PAINTER
PAINTER SIGNS
PILEDRIVER
PIPEFITTER
PLASTERER
PLUMBER
ALL
ALL
46.35
48.35
1.5
1.5
2
11.79
18.87
0.00
0.63
ALL
BLD
45.35
47.85
1.5
1.5
2
7.26
8.95
1.85
0.00
ALL
ALL
33.95
33.95
1.5
1.5
2
10.45
15.52
0.00
0.47
ALL
BLD
44.63
49.09
1.5
1.5
2
10.45
16.213
0.00
0.59
ALL
ALL
31.20
31.20
1.5
1.5
2
14.65
12.32
0.00
0.50
ALL
ALL
36.20
36.20
1.5
1.5
2
14.65
12.32
0.00
0.50
ALL
ALL
46.35
48.35
1,5
1.5
2
11.79
18.87
0.00
0.63
ALL
BLD
1
50.10
54.10
2
2
2
18,80
14.35
2.00
1.30
ALL
BLD
2
48.80
54.10
2
2
2
18.80
14.35
2.00
130
ALL
BLD
3
46.25
54.10
2
2
2
18.80
14.35
2.00
1.30
ALL
BLD
4
44.50
54.10
2
2
2
18.80
14.35
2.00
1.30
ALL
BLD
5
53.85
54.10
2
2
2
18.80
14.35
2.00
1.30
ALL
BLD
6
51.10
54.10
2
2
2
18.80
14.35
2.00
1.30
ALL
BLD
7
53.10
54.10
2
2
2
18.80
14.35
2.00
1.30
ALL
FLT
38.00
38.00
1.5
1.5
2
18.05
13.60
1.90
1.30
ALL
HWY
1
4B.30
52.30
1.5
1.5
2
18.80
14.35
2.00
1.30
ALL
HWY
2
47.75
52.30
1.5
1.5
2
18.80
14.35
2.00
1.30
ALL
HWY
3
45.70
52.30
1.5
1.5
2
18.80
14.35
2.00
1.30
ALL
HWY
4
44.30
52.30
1.5
1.5
2
18.80
14.35
2.00
1.30
ALL
HWY
5
43.10
52.30
1.5
1.5
2
18.80
14.35
2.00
1.30
ALL
HWY
6
51.30
52.30
1.5
1.5
2
18.80
14.35
2.00
1.30
ALL
HWY
7
49.30
52.30
1.5
1.5
2
18.80
14.35
2.00
1.30
E
ALL
46.75
49.25
2
2
2
13.90
19.79
0.00
0.75
W
ALL
45.06
48.66
2
2
2
10.52
20.76
0.00
0.70
ALL
ALL
44.18
46.18
1.5
1.5
1.5
10.30
8.20
0.00
1.35
ALL
BLD
37.45
42.05
1.5
1.5
2
2.60
3.18
0.00
0.00
ALL
ALL
46.35
48.35
1,5
1.5
2
11.79
18.87
0.00
0.63
ALL
BLD
47.50
50.50
1.5
1.5
2
9.55
17.85
0.00
2.07
ALL
BLD
42.75
45.31
1.5
1,5
2
14.00
15.71
0.00
0.89
ALL
BLD
49.25
52,20
1.5
1.5
2
14.34
13.35
0.00
1.28
ROOFER
ALL
BLD
42.30
45.30
1.5
1.5
2
9.08
12.14
0.00
0.58
SHEETMETAL WORKER
ALL
BLD
45.77
47,77
1.5
1.5
2
10.65
14.10
0.00
0.82
SPRINKLER FITTER
ALL
BLP
47.20
49.20
1.5
1.5
2
12.25
11.55
0.00
0.55
STEEL ERECTOR
E
ALL
42.07
44.07
2
2
2
13.45
19.59
0.00
0.35
STEEL ERECTOR
W
ALL
45.06
48.66
2
2
2
10.52
20.76
0.00
0.70
STONE MASON
ALL
BLD
45.38
49.92
1.5
1.5
2
10.45
16.68
0.00
0.90
TERRAZZO FINISHER
ALL
BLD
40.54
40.54
1.5
1.5
2
10.65
12,76
0.00
0.73
TERRAZZO MASON
ALL
BLD
44.36
47.88
1.5
1.5
2
10.65
14.15
0.00
0.82
TILE MASON
ALL
BLD
38.56
38.56
1.5
1.5
2
10.65
11.18
0.00
0.68
TRAFFIC SAFETY WRKR
ALL
HWY
33.50
35.10
1.5
1.5
2
8.10
7,62
0.00
0.25
TRUCK DRIVER
ALL
ALL
1
36.30
36.85
1.5
1.5
2
8.10
9.76
0.00
0.15
TRUCK DRIVER
ALL
ALL
2
36.45
36.85
1.5
1.5
2
8.10
9.76
0.00
0.15
TRUCK DRIVER
ALL
ALL
3
36.65
36.85
1.5
1.5
2
8.10
9.76
0.00
0.15
TRUCK DRIVER
ALL
ALL
4
36.85
36.85
1.5
1.5
2
8.10
9.76
0.00
0.15
TUCKPOINTER
ALL
BLD
44,17
45.17
1.S
1.5
2
10.45
15.04
0.00
0.88
Leuend
M-FOT Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number listed is the
multiple of the base wage.
OSA Overtime pay required for every hour worked on &urdays
OEH Overtime pay required for every hour worked on Sundays and Holidays
W W Health/ Welfare benefit
Explanations DUPAGECIOUNTY
IRON WOPG�SANDFENCE EIFE7OR(WESf)- West of Fmute53.
Thefollowing list isconsidered asthosedaysfor which holiday rates of wagesfor work performed apply: New YearsDay, Memorial Day, Fourth
of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classific tions�counties Generally, any of these holidays which
fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime
rate for holiday pay. Common practice in a given loci may alter certain days of celebration. If in doubt, piease check with IDOL
ASBESTOS- GENEP4-- removal of asbestos material/ mold and hazardous materials from anyplace in a building, including mechanical systems
where those mechanical systemsareto beremoved. This includes the removal of asbestos materlalsl mold and hazardousmateridsfrom
ductwork or pipes in a building when the building isto be demolished at the time or at some dose future date.
A9BESTCS- MBD-IANICAL- removaJ of asbestos material from mechanics systems, such as pipes, duds, and boilers, where the mechanical
systemsareto remain.
TRAMCS&FETY- work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal
of temporary lane markings, and the installation and removal of temporary road signs
CE MICTILERNISiER
The grouting, cleaning, and polishing of all dassesof tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all
composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all
substitute materials, for tile made in tile -like unity all mixtures in tile likeform of cement, metals, and other materialsthat arefor and intended
for use as afinished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile isto form
a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-sel mortars, epoxies, wall mud, and any other
sand and cement mbduresor adhesives when used in the preparation, installation, repair, or maintenance of tile andl orsimilar materials The
handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materialsto be used in the preparation,
installation, repair, or maintenance of tile ardor similar materials. OaramicTiile Finishers shall fill all joints and voids regardless of method on all
file work, particularly and especially after installation of said tile work ApplicEtion of any and all protective coverings to all types of the
installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite,
cardboard, and any new type of products that maybe used to protect tile insulations, Blastracequipment, and all floor scarifying equipment
used in preparing floorsto receive tile. The dean up and removal of all waste and materials. All demolition of existing tile floorsand walls to be
re -tiled.
Low voltage insulation, maintenanoe and removal of tdeoommunication facilities (voice, sound, data and video) including telephone and data
inside wire, interconnect, terminal equipment, central offices, PAX, fiber optccable and equipment, micro waves, V S4T, bypass, CAN, WAN
(wide area networks), LAN (local area networks), and ISM (integrated system digital network), pulling of wire in raceways, but not the
installation of raceways.
MAF ELE R NISiER
Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floorswith material, performing all rigging for heavy
work, the handling of all material that maybe needed for the installation of such materials, building of scaffolding, polishing if needed, patching,
waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw
for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes far wiresthat anchor material set by
setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement
for the installation of material and such other work as may be required in helping a Marble Setter in the handling of ail material in the erection
or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones(meaningasto
stone any foreign or domestic materialsas are specified and used in building interiors and exteriors and customarily known as stone in the
trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrace tile, slate tile and precast tile, steps, risers
treads, base, or any other materialsthat may be used as substitutesfor any of the aforementioned materialsand which are used on interior and
exterior which are installed in a similar manner.
MATBRALTESrERl: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt.
MATERALTESrERll: Field inspection of welds, structural steel, fireproofing, masonry, soil, fade, reinforcing steel, formwork, cured concrete,
and concreteand asphalt batch plants; adjusting proportionsof bituminous mixtures.
OPEPATING ENG NEIER- BUILDING
Cass 1. Asphalt Rant; Asphalt treader; Autograde; Backhoeswith Coissen Attachment; Batch Rant; Benoto (requires Two Engineers); Boiler
and Throttle Valve; Caisson Rgs; [antral Fbdi-Mix Rant; Combination Back Hoe Front End -loader Machine; Compressor and Throttle Valve;
Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted); Concrete Paver Over 27Ecu. ft; Concrete Paver
27Ecu. ft. and Under: Concrete Racer; Concrete Racing Boom; Concrete Rump (Truck Mounted); (bncrete Tower; Cranes; AFI; Cranes,
Hammerhead; Cranes, (GC3 and similar Type); Creter Crane; bider Crane; Crusher, Sone, etc.; Derricks, All; Derricks, Traveling; Formless Curb
and Cutter Machine; [Fader, Bevating; (routing Machines; Heady Duty SW -Propelled Transporter or Rime Mover; Hghlift S hovelsor Front
Endloader 2-114 yd. and over; Hoists, Bevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists,
Two Tugger One Roor; Hydraulic Badkhoes; Hydraulic Boom Trucks; Hydro Vac(and similar equipment); Locomotives, All; Motor Patrol;
Lubrication Technician; Manipulators; Pie Driversand Skid Rg; Post Hole Digger; Pre -Stress Machine; Rump Cretes bull Ram; Rump Cretes
Squeeze Cretesr3•rewType Rumps; Gypsum Bulker and Rump; 134sed and Blind We Drill; Fbto Mill Grinder; hoops -Tractor Drawn; Sip -Form
Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines.
aass2. Boilers Broom, All Power Propelled; Bulldozers Concrete Mixer (Two Bag and Oder); Conveyor, Portable; Forklift Trucks Highlift Shovels
or Front Endloaders under 2-114 yd,; Hoists, Automatic; Hoists, Inside Bevators Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum;
Lager Screed; Flock Drill (Self-Propelled); Fbck Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller;
Winch Trudkswith "A' Flame.
Cass 3. Air Compressor; Combination Snall Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Bevators (remodel ing or
renovation work); Hydraulic Fbwer Units(Rle Driving, 5dracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys;
Pumps, Well Fbints; Welding Machines(2 through 5); Wincies, 4 Snall Bectric Drill Winches
aass4. Bobcats and/or other 9dd Steer Loaders; Oilers~ and Brick Forklift.
aass5. Assistant Craft Foreman.
aass6. G'adall.
aassT Mechanics Welders
OPER4TINGENGNE96- HC14NAYCONSRRUC nON
Class 1, Asphalt Rant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; AutograderlGOMAOOor other similar
type machines: ABGPaver; Backhoeswith Caisson Attachment; Ballast Fbgalator; Belt Loader; Caisson Rgs; Car Dumper; Central Fadi-Mix Rant;
Combination Backhoe Ront Endloader Machine, (1 cu, yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted);
Concrete Conveyor; Cbrcrete Paver over 27Eca. ft.; Concrete Racer; Concrete Tube Roat; Cranes, all attachments, Cranes, Tower Cranes of all
types Creter Crane. Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack &
Rnion and Smilar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form
Grader, Rall Grader, %bgrader; G"d Fail Fast Driver Truck Mounted; Hoists, the, Two and Three Drum; Heavy Duty Self-Propelled Transporter
or Prime Mover; Hydra,licBackhoes; Badkhoeswith shear attachmentsup to 40' of boom read; Lubrication Technician; Manipulators; Mucking
Machine; Pile Drivers and Skid Fig; Pte-Stress Machine; Ramp Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Frock Drill - Truck Mounted;
Roc /Track Tamper; Fmto Mill Grinder; Sip-Form Paver; Show Meters mil Test Drill Fig (Truck Mounted); Straddle Buggies; Hydraulic
Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two
engineers); Tractor with Boom; Tractaire with Attachments TrafficBwrier Transfer Machine; Trenching; Truck Mounted Concrete Ramp with
Boom; Raised or Blind Hole Drills(Tunne 9hatt); Underground Boring and/or Minirxf Machines 5ft. in diameter and over tunnel, etc;
Underground Boring and/or M ining Machinesunder 5 ft. in diameter; Wheel Excavator; Widener (APED).
aass2. Batch Rant; BituminousMixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors~ Combination Backhoe Ront
Endloader Machine (Lessthan 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Cbmmon
Receiver (3); (bncrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7SSoriesto and including 27 cu. ft.;
(bncrete Spreader; Concrete Oaring Machine, Burlap Machine, Belting Machine and ming Machine; (bncrete Wheel Sew; Conveyor Muds Cas
(FEaglund or Smilar Type); Drills, All; Finishing Machine -Concrete; Highlifi 9hovdsor Front Eidloader; Hoist -Sewer Dragging Machine;
Hydraulic Boon Tnx*s(All Attachments); Hydro -Raster; Hydro Excavating (excluding hosework); Laser Saeed; All Locomotives, Dinky; Off4bad
Hauling Units(incuding articulating) Non Self-Loading Section Dump; Pump C retes Squeeze aetes- Sxew Type Rumps, Gypsum Bulker and
Ramp; i tiller, Asphalt; Mary Show Rows; Fbtotiller, Seaman, etc., self-propelled; Self-Propelled (bmpactor; treader - Chip - Stone, etc.;
Scraper - Sngle(Twin Engine/ Push and Hall; Shaper - Prime Mover in Tandem (Fegardlessof Sze); Tractors pulling attachments, Sneeps Foot,
Disc, Compactor, etc.; Tug Boats.
Gass 3. Boilers Brooms, All Flower Propelled; Cement Supply Tender; (bmpressDr, (bmmon Fieoeiver (2); Concrete Mixer (Two Bag and Over);
(bnveyor, Portable; Pam-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks (routing Machine; Hoists, Automatic; Hoists, All
Bevctors Hoists, Tugger Sngle Drum; J8ep Diggers Low Boys Rpe ,tacking Machines Post-Hole Digger; Power Ste, (bncrete Fbwer Driven; Rag
Mills FbIlers, other than Asphalt; Seed and Straw Rower; Steam Generators Slump Machine; Winch Truckswith "A" Fane; Work Boats
Tamper-Form-Motor Driven.
Class4. Air Compressor; (bmbination -Shall Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic
Power Unit (Pile Driving, Extracting, or Drilling); Light Rants, All (1 through 5); Rumps over 3" (1 to 3 not to exceed a total of 300 ft.); Ramps,
Well Points Vacuum Trucks(exduding hosework); Welding Machines(2 through 5); Winches, 4 Snall Bectric Drill Winches
Class 5. Sadgeer Loader (all); Brick Forklifts Oilers
Class 6. Field Mechanics and Field Welders
Class 7. Dowell MachinewithAir(bmpressor; Gradall and machinesof like nature.
OR3RA11NGENG NEER- FLOATING
Diver. Diver Wet Tender, Diver Tender, F10V Pilot, F;DVTender
TRUCKDRVBR-BUILDING, HEAWANDHIGHWAYODNSDRUCIION
Class 1. Two or three Ade Trucks Arfrare Truck when used for transportation purposes Air Compressors and Welding Machines, including
those pulled by cars, pick-up truces and tractors Ambulances; Batch Cate Lockers Batch Hopperman; Car and Truck Washers (wryalls, Fork
Liftsand Hoisters Helpers Mechanics Helpers and Gre.-mrs Oil [Distributors 2-man operation; Pavement Breakers PoleTrdler, upto40feet;
Power Mower Tractors Salf-propelled Chip Spreader; Skipman; Surry Trucks, 2-man operation; Surry Truck (bnveyor Operation, 2 or 3 man;
Teamsters Unskilled Dumpman; and Truck Drivershauling warning lights, barricades, and portable toiletsonthejob site.
Class 2. Four axle trucks Dump aets and Adgetors under 7 yards; Dumpsters, Trade Trucks, Eudids, tag Bottom Dump Turnapulls or
Turnatrailers when pulling other than self -loading equipment or similar equipment under 16 c,bicyards Mixer Trucks under 7 yeards Fbady-
mix Rant f tipper Operator, and Winds Trucks, 2 Axles
Gass 3. Five axde trucks Dump O'ets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Eudids, Rig Bottom Dump Turnatrailers or
turnapullswhen pulling other than self -loading equipment or similar equipment over 16 cubic yards: 15#osivesandl or Fission Material Trucks
Mixer Trucks 7 yardsor over; Mobile o-aneswhile in transit; Oil Distributors, 1 -man operation; Fble Trailer, over 40 feet; Fble and Expandable
Trailers hauling material over 50 feet long; 9urry trucks, 1 -man operation; Winch trucks 3 axles or more, Mechanio--Truck Welder and Truck
Painter.
Class4. 9xaxletrucks Dual-purpose vehicles, such asmounted cranetrudkswith hoist and accessories Foreman; Master Mechanic; SAf-
loading equipment like P.B. and trucks with scoops on the front.
TERPA720RNI9-IEt
The handling of sand, tet, marble chips, and all other materials that maybe used by the Mosaic Terrazzo Mechanic, and the mixing,
grinding, grouting, cleaning and sealing of all Marble, Mossic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in
addition, assisting and aiding Marble, Masonic, and Ten, Mechanics,
Other Classifications of Work:
For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be
performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county
has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate
applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed
under this determination. If a project requires these, or any classification not listed, please contact IDOLat 217-782-1710 for wage ratesor
clarification&
Landscaping work falls under the existing dassifications for laborer, operating engineer and truck driver. The work performed by landscape
plantsmanand landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of
equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of
size of truck driven) is covered by the classifications of truck driver.
MATERALTE'IER& MATERALT1ESI INSCECTORIANDII
Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the sane job dutiesasthe
classification entitled "Material Tester/ Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties asthe
classification entitled "Material Tester/ Inspector 11".
APPENDIX 2
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
[insert contractor name and address here:]
as Principal (hereinafter called the "Contractor") and
[insert surety name and address here:]
, organized and existing under the laws of the State of
(hereinafter called the "Surety") are held and firmly bound unto Village of Oak
Brook, 1200 Oak Brook Road, Oak Brook, Illinois, as the obligee (hereinafter called the "Owner"), in
the full and just sum of [insert full contract price here:] $ for the
payment of which sum of money well and truly to be made, the Contractor and the Surety bind
themselves and their heirs, executors, administrators, successors, and assigns, jointly and severally,
firmly by these presents, said amount to include payment of actual costs and damages and for
attorneys' fees, architectural fees, design fees, engineering fees, accounting fees, testing fees,
consulting fees, administrative costs, court costs, interest and any other fees and expenses resulting
from or incurred by reason of the Contractor's failure to promptly and faithfully perform its contract
with the Owner, said contract being more fully described below, and to include attorneys' fees, court
costs and administrative and other expenses necessarily paid or incurred in successfully enforcing
performance of the obligation of the Surety under this bond.
WHEREAS, the Contractor has entered into a written agreement dated [insert contract date
here:] 201_, with the Owner titled [insert contract title here:]
(the
"Contract"), the terms and conditions of which are by this reference incorporated herein as though
fully set forth herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the
Contractor shall well, truly, and promptly perform all the undertakings, covenants, terms, conditions,
and agreements of the Contractor under the contract, including but not limited to the Contractor's
obligations under the Contract, (1) to provide, perform, and complete at the Work Site and in the
manner specified in the Contract all necessary Work, labor, services, transportation, equipment,
materials, apparatus, machinery, tools, fuels, gas, electric, water, waste disposal, information, data, and
other means and items necessary for [insert general description of the Work here:]
; (2) to procure
and furnish all permits, licenses, and other governmental approvals and authorizations necessary in
connection therewith [except as otherwise expressly provided in the Attachment _ of the
Contract]; (3) to procure and furnish all bonds, certificates, and policies of insurance specified in the
Contract; (4) to pay all applicable federal, state, and local taxes; (5) to do all other things required of
the Contractor by the Contract; and (6) to provide, perform, and complete all of the foregoing in a
proper and workmanlike manner and in full compliance with, and as required by and pursuant to, the
Contract; all of which is herein referred to as the "Work," whether or not any of the Work enter into
and become component parts of the improvement contemplated, then this obligation shall be null and
void; otherwise it shall remain in full force and effect.
APPENDIX 2
The Surety, for value received, hereby stipulates and agrees that no changes, modifications,
alterations, omissions, deletions, additions, extensions of time, or forbearances on the pari of the
Owner or the Contractor to the other in or to the terms of said Contract; in or to the schedules, plans,
drawings, or specifications; in or to the method or manner of performance of the Work; in or to
Owner -furnished facilities, equipment, material, service, or site; or in or to the mode or manner of
payment therefore shall in any way release the Contractor and the Surety or either or any of them, or
any of their heirs, executors, administrators, successors, or assigns, or affect the obligations of the
Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations,
omissions, deletions, additions, extensions of time, or forbearances and notice of any and all defaults
by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety.
Notwithstanding anything to the contrary in the foregoing paragraph, in no event shall the
obligations of the Surety under this bond in the event of the Contractor's default be greater than the
obligations of the Contractor under the Contract in the absence of the Contractor default.
In the event of a default or defaults by the Contractor, the Owner shall have the right to take
over and complete the Contract on 30 calendar days' written notice to the Surety, in which event the
Surety shall pay the Owner all costs incurred by the Owner in taking over and completing the
Contract.
At its option, the Owner may instead request that the Surety take over and complete the
Contract, in which event the Surety shall take reasonable steps to proceed promptly with completion
no later than 30 calendar days after the date on which the Owner notifies the Surety that the Owner
wants the Surety to take over and complete the Contract.
The Owner shall have no obligation to actually incur any expense or correct any deficient
performance of the Contractor to be entitled to receive the proceeds of this bond.
No right of action shall accrue on this bond to or for the use of any person or corporation other
than the Owner or the heirs, executors, administrators, or successors of the Owner.
Signed and sealed this day of
Attest/Witness:
201 _
PRINCIPAL
By: By:
Title: By:
Attest/Witness: SURETY
By: By:
Title: By:
APPENDIX 3
LABOR AND MATERIALS PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS:
[insert contractor name and address here:]
as Principal (hereinafter called the "Contractor") and
[insert surety name and address here:]
, organized and existing under the laws of the State of
(hereinafter called the "Surety") are held and firmly bound unto Village of Oak
Brook, 1200 Oak Brook Road, Oak Brook, Illinois, as the obligee (hereinafter called the "Owner"), for
the use and benefit of itself and of claimants as hereinafter defined (the "Claimants") in the full and
just sum of [insert full contract price here:] $ to be paid to the Owner or
the Claimants or the Owner's or the Claimant's assigns, to which payment well and truly to be made
the Contractor and the Surety bind themselves and their heirs, executors, administrators, successors,
and assigns, jointly and severally, firmly by these presents, said amount to include attorney's fees,
court costs, and administrative and other expenses necessarily paid or incurred in successfully
enforcing performance of the obligation of the Surety under this bond.
WHEREAS, the Contractor has entered into a written agreement dated [insert contract date
here:] , 201_, with the Owner titled [insert contract title here:]
" (the "Contract"),
the tens and conditions of which are by this reference incorporated herein as though fully set forth
herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the
Contractor shall promptly pay or cause to be paid all sums of money that may be due to any Claimant
with respect to the Contractor's obligations under the Contract: (])to provide, perform, and complete
at the Work Site and in the manner specified in the Contract all necessary Work, labor, services,
transportation, equipment, materials, apparatus, machinery, tools, fuels, gas, electric, water, waste
disposal, information, data and other means and items necessary for [insert general description of the
Work here:]
(2) to procure and furnish all permits,
licenses, and other governmental approvals and authorizations necessary in connection therewith
[except as otherwise expressly provided in Attachment A to the Contract]; (3) to procure and furnish
all Bonds and all certificates and policies of insurance specified in the Contract; (4) to pay all
applicable federal, state, and local taxes; (5) to do all other things required of the Contractor by the
Contract; and (G) to provide, perform, and complete all of the foregoing in a proper and workmanlike
manner and in full compliance with, and as required by or pursuant to, the Contract; all of which is
herein referred to as the "Work," whether or not any of said Work enter into and become component
parts of the improvement contemplated, then this obligation shall be null and void; otherwise it shall
remain in full force and effect.
For purpose of this bond, a Claimant is defined as one having a direct contract with the
Contractor or with a subcontractor of the Contractor to provide, perform, or complete any part of the
Work.
The Contractor and the Surety hereby jointly and severally agree that every Claimant that has
not had all just claims for the furnishing of any part of the Work paid in full, including without
limitation all claims for amounts due for materials, lubricants, oil, gasoline, rentals of or service or
repairs on machinery, equipment, and tools consumed or used in connection with the furnishing of any
APPENDIX 3
part of the Work, may sue on this bond for the use of that Claimant, may prosecute the suit to final
judgment for such sum or sums as may be justly due that Claimant, and may have execution therein;
provided, however, that the Owner shall not be liable for the payment of any costs or expenses of any
such suit. The provisions of 30 ILCS 55011 and 2 of the Illinois Compiled Statutes shall be deemed
inserted herein, including the time limits within which notices of claim must be filed and actions
brought under this bond.
The Contractor and the Surety hereby jointly agree that the Owner may sue on this bond if the
Owner is held liable to, or voluntarily agrees to pay, any Claimant directly, but nothing in this bond
shall create any duty on the part of the Owner to pay any Claimant.
The Surety, for value received, hereby stipulates and agrees that no changes, modifications,
alterations, omissions, deletions, additions, extensions of time, or forbearances on the part of the
Owner or the Contractor to the other in or to the terms of the Contract; in or to the schedules, plans,
drawings, or specifications; in or to the method or manner of performance of the Work; in or to
Owner -furnished facilities, equipment, material, service, or site; or in or to the mode or manner of
payment therefor shall in any way release the Contractor and the Surety or either or any of them, or
any of their heirs, executors, administrators, successors, or assigns, or affect the obligations of the
Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations,
omissions, deletions, additions, extensions of time, or forbearances and notice of any and all defaults
by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety.
Signed and sealed this day of 201_
Attest/Witness: CONTRACTOR
By:
Title:
Attest/Witness:
By:
Title:
#34920193_v2
By:
By: _
SURETY
By: _
By: