SB-2014-17 Rec Center Pool Tile

Transcription

Complete Bid Package for
Claremore Recreation Center
Pool Resurfacing
Bid SB-2014-17
Bid Due Date/Time:
August 26, 2014
By 10:00 AM CST
Submitted By: ___________________
Page 1 of 19
Advertised in the Claremore Progress August 3rd, 2014 and August 10th, 2014
Invitation to Bid
The Staff Accountant of Finance Department will open sealed bids for Claremore Recreation Center
Pool Resurfacing, on August 26, 2014 at 10:00 AM, CST in the Council Chambers located at City Hall,
104 S. Muskogee Avenue, Claremore, OK, 74017. The results will be publicly read aloud during the bid
opening.
A mandatory pre-bid conference is scheduled for August 13, 2014, at 10:00 AM, for this bid. The City
reserves the right to waive informalities in the bids and reject any or all bids for any reason whatsoever
at the sole discretion of the City. The successful bidder will be notified in writing.
Please contact Noelle Hayes, Staff Accountant, at 918-341-1325 or nhayes@claremorecity.com with any
questions or to receive a bid specification package. Packages are also available at
http://www.claremorecity.com/bids.aspx
Page 2 of 19
Noelle Hayes
Phone (918) 341-1325 x 134
Staff Accountant
nhayes@claremorecity.com
To Whom It May Concern:
You are invited to submit your sealed bid for Claremore Recreation Center Pool Resurfacing. Specifications are
attached hereto and are considered part of the bid package.
Bids will be received in the Council Chambers, 104 S. Muskogee Ave., City of Claremore, and are due by 10:00
AM, CST, “as so indicated by the time stamp clock of City of Claremore”, August 26, 2014.
Sealed bids will be publicly opened and read by the City of Claremore Staff Accountant or representative at
10:00 AM, CST, August 26, 2014, at the City Hall Council Chambers, 104 S. Muskogee Ave., Claremore, OK,
74017. You are welcome to attend.
The City of Claremore CITY OF CLAREMORE reserves the right to accept or reject any or all received bids.
Should you have any questions regarding this bid, please contact Noelle Hayes at nhayes@claremorecity.com.
Sincerely,
Noelle Hayes
Staff Accountant
Page 3 of 19
NOTICE TO BIDDERS
The City of Claremore requests Bids for: Claremore Recreation Center Pool Resurfacing
Acceptable candidates are: Established companies regularly engaged in these services.
To receive or view specifications, contact:
Noelle Hayes
104 S. Muskogee Ave.
Claremore, OK 74017
Phone: (918) 341-1325 x 134
E-mail: nhayes@claremorecity.com
The City of Claremore reserves the right to reject any and all bids when such rejection is in the best
interests of the City of Claremore. One (1) original and two (2) copies (may be in the same package) of the
bid documents should be submitted to one of the following:
Hand or Special Delivery:
City Hall
Noelle Hayes
Staff Accountant’s Office
104 S. Muskogee
Claremore, OK74017
State on the outside bottom left-hand corner of the bid envelope the following:
SB-2014-17
Rec Center Pool Tile
Do not open until August 26th at 10:00 AM
Due Date: Proposals must be received on or before the scheduled bid opening to be considered. Proposals
received more than ninety-six (96) hours, excluding Saturdays, Sundays and holidays before the time set for
opening of bids, as well as bids received after the time set for opening , will not be considered and will be returned
unopened.
Public Opening: Bids filed with Central Purchasing shall be publicly opened and read aloud at the time stated
above and considered by the Mayor and Council in the following next available Council meeting. The opening of
bids will be at the City Hall Council Chambers located at 104 S. Muskogee Ave., Claremore, OK, 74017.
Evaluation/Award: Proposals will be referred to Claremore City staff for evaluation. The City of Claremore
reserves the right to reject any and all bids. The successful bidder will be notified in writing.
______________________________
Signature of Authorized Agent
23 July, 2014
Date
Page 4 of 19
~ Section One ~
General Information
1.1
Purpose of the Bid
The bid process is part of a competitive procurement process which will facilitate a fair opportunity for
qualified firms to offer their plans and services for consideration. The City of Claremore is currently seeking
bids for the Claremore Recreation Center Pool Resurfacing for the Finance Department. The City, by
means of this bid, invites all qualified bidders to submit bids in accordance with the requirements outlined in
this bid. The City anticipates that, based on its review and evaluation of the proposals received pursuant to
this bid, it will select a bidder and execute a contract whereby the bidder renders services to the City, in
accordance with terms and conditions set forth in the contract. Pricing is to remain effective for a period of
90 days to allow Council to review and accept or reject awarded bid.
1.2
Information about the City of Claremore
The City of Claremore is an innovative community near Tulsa, OK with a population of approximately 18,000
citizens. This progressive, forward-thinking city strives to offer a high quality of life that attracts industrial
based businesses and employees seeking small-town charm within a major metropolitan area. The City
strives to work with the citizens of Claremore to meet the needs of the community while serving everyone
with respect and integrity. The City strives to do so with competence, accessibility, responsiveness, and
excellence. The same level of customer service is expected of its business partners. The City is committed
to its providing the highest level of amenities for the community and the region and is dedicated to the
continuous improvement of its facilities.
1.3
Project Overview
The City of Claremore (City) is accepting bids for Claremore Recreation Center Pool Resurfacing.
Delivery of Installation of Tile to be settled upon between the City of Claremore Department Head and
Supplier but could begin immediately after the award of Bid.
1.4
City’s Right to Reject
The City reserves the right to accept or reject, in whole or in part, waive informalities, minor irregularities, or
substitute items desired if deemed in the best interest of the City, therefore selecting the optimum proposal
or issue a new bid. The City of Claremore and its designees reserve the right to determine whether a
proposal is responsive and has the ability and resources to perform the contract in full and comply with the
specifications.
1.5
Schedule of Events






Issue bid: August 3, 2014
Advertise in the Claremore Progress: August 3, and August 10, 2014
A mandatory Preconstruction Conference will be held 10:00 AM, August 13, 2014
th
Proposal due date: 10:00 AM, August 26 , 2014
Selection of finalists: To be completed by next available Council Meeting (not yet set)
Council approval: Next available Council Meeting (not yet set)
Page 5 of 19
~ Section Two ~
Bid Requirements
2.1
Right to Modify, Rescind, or Revoke BID
The City reserves the rights to modify, rescind, or revoke this bid, in whole or in part, and to make awards in
a manner deemed in the best interest of the City at any time prior to the date on which the authorized
representative of the City executes a contract with the successful bidder.
2.2
Compliance with BID Requirements
By submission of a bid, a bidder agrees to be bound by the requirements set forth in this bid. The City, at its
sole discretion, may disqualify a bidder from consideration, if the City determines a bid is non-responsive
and/or non-compliant, in whole or in part, with the requirements set forth in this bid.
2.3
Signature, Certification of Bidder
The proposal must be signed and dated by a representative of the bidder who is authorized to bind the
bidder to the terms and conditions contained in this bid and to compliance with the information submitted in
the proposal. Each bidder submitting a proposal certifies to both (a) the completeness, veracity, and
accuracy of the information provided in the proposal and (b) the authority of the individual whose signature
appears on the proposal to bind the bidder to the terms and conditions set forth in this bid. Bids submitted
without the required signature shall be disqualified.
2.4
Requirements for Submission
Each bidder shall submit one (1) original – which must be clearly defined as the ORIGINAL – (2) TWO
COPIES and (1) ONE DIGITAL COPY ON CD OR THUMBDRIVE of their proposal. The original shall be
clearly readable and preferably prepared on a word processor and formatted in at least 10-point-font. The
copies shall be of good, readable quality. The original and (3) three copies of the proposal shall be
submitted in a sealed box or envelope, clearly state on the outside, bottom left-hand corner of the package
as shown:
SB-2014-17
Rec Center Pool Tile
Do not open until August 26th at 10:00 AM
2.5
3
Deadline for Proposals
Proposals must be received by City of Claremore, Staff Accountant’s office in the Finance Department by
th
“10:00 AM, August 26 , 2014”. Any proposal received after expiration of the deadline will be immediately
disqualified from consideration. To withdraw a proposal, a written request must be made to the
Claremore Staff Accountant prior to the scheduled opening.
Page 6 of 19
3.1
Risk of Loss, Damage, Delay
Bidder acknowledges and agrees to release and hold harmless the City of Claremore, its employees, agents,
and personnel, from and against any and all claims, liability, damages, and costs, including court costs and
attorneys’ fees, arising out of or pursuant to delivery of the proposal or failure to deliver the bid to the Staff
Accountant’s Office of the City of Claremore, as designated in Section 2.5 and 2.6 of this BID. The contractor
shall hold the City harmless and shall be liable in the event of injury to City personnel or damage or loss of
their property caused by the contractor's equipment, personnel supplies or material furnished. The City will
not be liable for loss or damage caused by fires, lightning, sprinkler leakage, earthquake, severe weather,
smoke and smudge, aircraft or motor vehicle damage, strikes, riots and civil disturbance or collapse of
building or structures, etc. The City and its personnel shall not be liable for any loss of or damage to
contractor property unless due to their fault or negligence.
3.2
Ownership of Proposals
All proposals become the physical property of the City of Claremore upon receipt.
3.3
Use, Disclosure of Information
Bidders acknowledge that the City of Claremore is a municipality of the State of Oklahoma and all bids
become a matter of public record once opened. Bid with information marked “confidential” will be rejected
upon discovery of such statement. By submitting a proposal, a proposer specifically assumes any and all
risks and liabilities associated with the information contained in the proposal and the release of that
information contained in the proposal and the release of that information by the City of Claremore for
purposes related to or arising out of the (a) evaluation of bid, (b) selection of a bidder pursuant to the bid
process, and (c) negotiation and execution of a contract, if any, with the bidder selected.
3.4
Costs of Participation
The City of Claremore specifically disclaims responsibility and/or liability for any and all cost, expenses, or
claims related to or arising out of the bidder’s participation in this bid process, including but not limited to
costs incurred as a result of preparing, copying, shipping, presenting, and/or clarifying the bidder and the
information relevant to the bid.
3.5
Compliance with Applicable Laws, Regulations, Ordinances, City of Claremore Policies and
Procedures
By submitting a bid, the bidder agrees to and shall comply with all applicable local, state and federal laws
and regulations, as well as with all applicable policies and procedures of the City of Claremore.
~ Section Three ~
Bid Procedures
3.1
Rescission of Bid
A bid can be withdrawn from consideration at any time prior to expiration of the deadline for bid, as stated in
Section 2.5 of this bid, pursuant to a written request sent to the City of Claremore Staff Accountant’s Office.
3.2
Request for Electronic Copy
Page 7 of 19
A Bidder may request an electronic copy of the bid package from the City of Claremore Staff Accountant’s
Office. Electronic copies are available on the City of Claremore’s website www.claremorecity.com/bids.aspx
3.3
Request for Clarification
The City of Claremore reserves the right to request clarification of any information contained in a bid.
3.4
Questions by Bidders and Addenda
Each bidder shall carefully examine all bid documents and all addenda thereto, and shall thoroughly
familiarize themselves with the detailed requirements thereof prior to submitting a proposal. Should a bidder
find discrepancies or ambiguities in, or omissions from documents, or should they be in doubt as to their
meaning, they shall, at once, and in any event, not later than seven (7) days prior to opening due date, notify
the City of Claremore, who will, if necessary, send written addendum to all bidders. The City of Claremore
will not be responsible for any oral instructions. All inquiries shall be directed to Noelle Hayes, Staff
Accountant in writing at nhayes@claremorecity.com.
3.5
Pre-Proposal Conference
■ Mandatory
□ Not Mandatory
A preconstruction Conference will be held on August 13, 2014 in the Council Chambers at City Hall. This is
a mandatory meeting for interested bidders.
3.6
Specifications:
Specifications are provided in the Project Manual following this section. Bidder must meet specifications.
3.7
Pricing
Price as an integral component of the proposal is required. If pricing is not included within the returned
packet, the packet will be disqualified as incomplete and non-compliant. All prices shall be honored for a
period of 90 days to allow council to review and acceptance.
3.8
Payment
The City of Claremore shall pay all invoices Net 30, pursuant to 62 O.S., Section 41.4a, et seq. Payment will
not be made on invoices submitted later than six-months (180 days) after delivery of goods and any statute
of limitations to the contrary is hereby waived.
~ Section Four ~
Contents
4.1
Bidder Affirmation Clause
Each Bidder must affirm and incorporate in its Proposal all of the Affirmation set forth in this Section 4.4. If
the City of Claremore determines a bidder has submitted a false statement, in whole or in part, in regard to
any of these affirmations, then the City of Claremore will disqualify the bidder from consideration and report
the false statement as such to the Oklahoma Department of Commerce. Also, the City of Claremore will
remove the bidder from the master bidders list of the City. Accordingly, the bidder affirms all of the following,
without limitation
Page 8 of 19
a. The bidder has not conferred or offered to confer, either directly or indirectly, any benefit whatsoever on
a public servant in connection with the submitted proposal or the subject matter of the proposal;
b. The bidder either is not subject to the payment of franchise taxes to the State of Oklahoma or is not
currently delinquent in regard to the payment of franchise tax owed to the State of Oklahoma;
c. The bidder, individually or acting by and through its officers, principals, employees, contractors,
subcontractors, agents, or personnel, has neither (i) violated state or federal antitrust laws nor (ii)
communicated any of the contents of the Proposal to its competitors or any other person or entity
engaged in such line of business;
d. The bidder shall defend, indemnify, and hold harmless the City of Claremore, all of its officers, agents
and employees from and against all claims, actions, suits, demands, proceedings costs, damages, and
liabilities, arising out of, connected with, or resulting from any acts or omissions of the bidder or any
agent, employee, subcontractor, or supplier of contractor in the execution or performance of the
resulting contract;
e. The bidder expressly acknowledges that state funds may not be expended in connection with the
purchase of an automated information system unless that system meets certain statutory requirements
relating to the accessibility by persons with visual impairments. Accordingly, the proposer represents
and warrants to the City of Claremore that the technology provided by bidder for purchase is capable,
either by virtue of features included within the technology or because it is readily adaptable by use with
other technology, of:
(1) providing equivalent access for effective use by both visual and non-visual means;
(2) presenting information, including prompts used for interactive communications, in formats
intended for both visual and non-visual use; and
(3) being integrated into networks for obtaining, retrieving, and disseminating information used by
individuals who are not blind or visually impaired. For purposes of this paragraph, the phrase
“equivalent access” means a substantially similar ability to communicate with or make use of
the technology, either directly by features incorporated within the technology or by other
reasonable means such as assistive devices or Services which would constitute reasonable
accommodations under the federal Americans with Disabilities Act or similar state or federal
laws. Examples of methods by which equivalent access may be provided include, but are not
limited to, keyboard alternatives to mouse commands and other means of navigating graphical
displays, and customizable display appearance.
4.2
Insurance Requirements
Contractor shall provide proof of liability insurance before commencing the Work, shall maintain such liability
insurance during the duration of this Agreement, and shall not allow such insurance to lapse for any reason. The
Contractor shall be responsible for all injuries and losses, both to persons as well as property, which may
arise as a result of the contractor’s operation. This shall include injuries or loss to contractor’s agents,
employees or persons under contract with contractor. Additionally, this shall include injuries to and losses by
third persons. In conjunction herewith, the contractor shall at all times maintain a general commercial liability
policy with limits at no less than $1,000,000 per individual loss, or $1,000,000 aggregate. The provider of
such commercial general liability shall be a reputable company authorized to transact business in the State
of Oklahoma. Contractor shall furnish City of Claremore a certificate of insurance naming the City of
Page 9 of 19
Claremore, Oklahoma, as an additional insured on the General Commercial Liability policy, which shall
include a provision that such insurance shall not be canceled without at least thirty (30) days written notice.
4.3
References
Submit with your bid a minimum of three (3) references of whom you have done business of similar size and
scope to City of Claremore with in the past five (5) years. They must be references who have or are currently
using the products specified in your bid. They may be contacted and interviewed with regard to their overall
satisfaction of product and your company’s performance. Include company name, contact name, address,
phone, fax and email, estimated volume with your company and years serviced.
4.4
Submittal Requirements
Each of the following Products shall be submitted by the bid time mentioned herein in order for the bid
will be considered:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Completed bid specifications
Signed and completed Bid Form , Page 13
Signed and completed Non-Collusion Affidavit , Page 15
Signed and completed W-9 , Page 16
Signed and completed Indemnification Agreement , Page 17
Signed and completed Notarized Sworn Statement , Page 18
Verification of insurance
Vender Background and Qualifications
Information requested in Section 4.3 References
~ Section
Five ~
Evaluation, Selection & Award
5.1
Discussions with Bidders
The City of Claremore may conduct discussions and/or negotiations with any bidder that appears to be
eligible for award (“Eligible Bidder”) pursuant to the selection criteria set forth in this bid. In conducting
discussions and/or negotiations, the City of Claremore will not disclose information derived from proposals
submitted by competing bidders, except as and if law requires disclosure.
5.2
Modification of Proposals
Oral modifications will not be considered. Any bidder may modify their bid in writing prior to date and time of
bid closing. Only modifications received in sealed envelopes with bid number, closing date and project name
clearly marked on outside will be accepted. Written confirmation must be received under the same signature
as prior submitted bid. All modifications are to be clearly numbered and dated as to determine the final one.
5.3
Selection of Bidder
The Bidder selected for award will be the bidder whose proposal, as presented in response to this bid and as
determined by the City in accordance with the evaluation criteria set forth in Section 5.5, to be the most
advantageous to the City. Bidders acknowledge that the City is not bound to accept the lowest-priced
Page 10 of 19
Proposal. The City reserves the right to award this contract, not necessarily to the firm with the lowest cost,
but to the firm that best meets the requirements and needs of the City as determined according to the
evaluation criteria.
5.4
Evaluation of Proposals
The City personnel will evaluate the bid. Submission of a bid indicates the bidder’s acceptance of the
evaluation process set forth this bid and the bidder’s acknowledgement that subjective judgments must be
made by the City in regard to the evaluation process. The final evaluation and selection of a contractor will
be made by the City and submitted to the Claremore City Council for approval.
5.5
Criteria for Evaluation
Evaluation of bids and award to the selected bidder will be based on the following factors, as listed below:
1.
2.
3.
5.6
Cost/Fees
Responsiveness to Bid
Qualifications
Consideration of Additional Information
The City reserves the right to ask for and consider any additional information deemed beneficial to the City in
evaluation of the bids.
~ Section Six ~
General Terms and Conditions
6.1
Termination
Contract Termination: The City may terminate any resulting contract for cause by providing a Show Cause
Letter to the contractor citing the instances of noncompliance with the contract. If the noncompliance is not
cured within 10 days, the City may terminate the contract. The City reserves the right to terminate the
contract for convenience by providing 15 days written notice to the contractor.
6.2
Conflicts of Interest
In the event there is a potential or actual conflict of interest, the vendor(s) shall provide full disclosure to the
City of Claremore. The City shall determine if the conflict, whether potential or actual, is material.
6.3
Right to Inspect
The City retains the right to examine, inspect, audit, and copy, regardless of location, any and all documents,
records, files, data, and information generated or utilized by the bidder in the performance of the contract.
6.4
Liens
The successful contractor will not file a lien against the City and shall keep the City harmless and be liable in
the event of injury to City personnel or damage or loss of their property caused by the contractor’s
equipment, personal supplies or materials furnished. The City will not be liable for loss or damage caused by
Page 11 of 19
fires, lightening, earthquake, severe weather, smoke and smudge, aircraft or motor vehicle damage, strikes,
riots, and civil disturbance or collapse of building or structures, etc. The City and its personnel shall not be
liable of or damage to contractor property unless due to their fault or negligence.
6.5
Choice of Law and Venue
The resulting contract shall be construed under the laws of the State of Oklahoma and venue in any action
and/or litigation commenced to enforce the contract shall be instituted in the appropriate courts in Rogers
County, in the State of Oklahoma.
Page 12 of 19
Bid Form for
Claremore Recreation Center Pool Resurfacing
All bids must meet or exceed current specifications or bid will be rejected.
The Undersigned Acknowledges:
1. That he/she is an authorized agent of the vendor submitting this bid.
2. The receipt of the following Addenda; if none were received, please mark N/A.
_____________________________________________________________________
3. The firm submitting this bid has never defaulted on any Municipal, State, Federal, or Private Contract.
Company: _______________________________________________________________________
Signed By:_______________________________________________________________________
Printed or Typed Name: ____________________________________________________________
Address: ________________________________________________________________________
Telephone Number: _______________________Fax Number: _____________________________
Toll Free Number: ______________________E-Mail: ___________________________________
Cell Phone Number:_____________________
Primary Point Of Contact:__________________________________________________________
Payment Terms And Conditions:_____________________________________________________
Base Bid Amount:_____________________________________________________________________
Base Bid Amount in writing:_____________________________________________________________
104 S. Muskogee
Claremore, OK 74017
Phone: (918) 341-1325
Page 1 of 2
Page 13 of 19
Alternate Bid Amounts:
Alternate #1
Water Slide Replacement
Bid Amount: Add:_________________________
Bid Amount in writing:_____________________________________________________________
Alternate #2
Sealant Joint at Pool Coping
Bid Amount: Add:_________________per Lin. Ft.
Alternate #3
Lap Lane Abrasive Tile Finish Bid Amount: Add:__________________________
Alternate #4
Meter Lanes Retile Finish
Bid Amount: Add__________________________
Unit Costs:
Abrasive Tile Finish: (Upcharge from Smooth Finish)_____________________________________Per. Sq. Ft.
Plaster Removal and Retile Finish: ____________________________________________________Per Sq. Ft.
Page 2 of 2
Page 14 of 19
NON-COLLUSION AFFADAVIT
BUSINESS RELATIONSHIPS AFFIDAVIT
STATE OF
)
COUNTY OF
)
)SS.
__________________________________________, of lawful age, being first duly sworn, on oath, says that
(s)he is the agent authorized by the bidder to submit the attached bid. Affiant further states that the nature of
any partnership, joint venture, or other business relationship presently in effect or which existed within one (1)
year prior to the date of this statement with the architect, engineer, or other party to the project is as follows:
_______________________________________________________________________
_______________________________________________________________________
Affiant further states that any such business relationship presently in effect or which existed within one (1) year
prior to the date of this statement between any officer or director of the bidding company and any officer or
director of the architectural or engineering firm or other party to the project is as follows:
_______________________________________________________________________
_______________________________________________________________________
Affiant further states that the names of all persons having any such business relationships and the positions they
hold with their respective companies or firms are as follows:
_______________________________________________________________________
_______________________________________________________________________
(If none of the business relationships hereinabove mentioned exist, Affiant should so state.)
_____________________________________________
Subscribed and sworn to before me this _______ day of _____________________, 20____.
_____________________________________________
Notary Public
My Commission Expires:________________________
(SEAL)
104 S. Muskogee
Claremore, OK 74017
Phone: (918) 341-1325
Page 15 of 19
Page 16 of 19
Pool Resurfacing
Indemnification Form
The following indemnification agreement shall be, and is hereby a provision of any contract. Failure to submit
this form with your bid response shall result in your bid being rejected as unresponsive.
The successful contractor agrees to indemnify, investigate, protect, defend and save harmless the City, its
officials, officers, agents and employees from any and all claims and losses accruing or resulting to any and all
contractors, subcontractors, suppliers, laborers and any other person, firm, or corporation furnishing or supplying
work, services, materials or supplies in connection with the performance of this contract, and from any and all
claims and losses accruing or resulting to any person, firm or corporation which may be injured or damaged by
the contractor in the performance of this contract. In any case, the foregoing provisions concerning
indemnification shall not be construed to indemnify the City for damage arising out of bodily injury to persons or
damage to property caused by or resulting from the sole negligence of the City or its employees. This
indemnification shall survive the expiration or early termination of this contract.
COMPANY______________________________________________________________________
TAXPAYER IDENTIFICATION NUMBER __________________________________________
AUTHORIZED SIGNATURE______________________________________________________
ADDRESS_______________________________________________________________________
TELEPHONE____________________________________________________________________
TOLL-FREE NUMBER___________________________________________________________
FAX NUMBER___________________________________________________________________
E-MAIL ADDRESS_______________________________________________________________
104 S. Muskogee
Claremore, OK 74017
Phone: (918) 341-1325
Page 17 of 19
Notarized Sworn Statement (Contract)
STATE OF
)
) SS
COUNTY OF
)
____________________________ , of lawful age, being first duly sworn, on oath says:
1. (s)he is the duly authorized agent of __________________, the contractor under the contract
which is attached to this statement, for the purpose of certifying the facts pertaining to the
giving of things of value to government personnel in order to procure said contract;
2. (s)he is fully aware of the facts and circumstances surrounding the making of the contract to
which this statement is attached and has been personally and directly involved in the
proceedings leading to the procurement of said contract; and
3. neither the contractor nor anyone subject to the contractor’s direction or control has paid, given
or donated or agreed to pay, give or donate to any officer or employee of the State of Oklahoma
any money or other thing of value, either directly or indirectly, in procuring the contract to
which this statement is attached.
Name & Title
______________________________________
Address
______________________________________
County of
______________________________________
State of
______________________________________
Subscribed and sworn to before me this ______ day of _______________, 20___.
My commission expires: ___________________________________
Page 18 of 19
Page 19 of 19
CLAREMORE RECREATION & EXPO CENTERS
POOL RESURFACING
SECTION 000100
PROJECT MANUAL TABLE OF CONTENTS
INTRODUCTORY INFORMATION
000050 Title Page
000070 Disclaimers of Responsibility
000100 Project Manual Table of Contents
000150 List of Drawings
BIDDING REQUIREMENTS
002200 Request for Substitution Form
003000 Information Available To Bidders
004350 Bid Security Forms
AIA Document A310, Bid Bond
004550 Bidder’s Qualifications Forms
See attached form
CONTRACTING REQUIREMENTS
006100
006200
007000
Performance Bond
To be provided by Bidder
Insurance
ACORD 25-S Certificate of Liability Insurance
General Conditions
AIA Document A201, General Conditions of the Contract for Construction
SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
011000 Summary
011400 Work Restrictions
012300 Alternates
012500 Contract Modification Procedures
012700 Unit Prices
012900 Payment Procedures
013100 Project Management and Coordination
013223 Photographic Documentation
013300 Submittal Procedures
014000 Quality Requirements
014200 References
015000 Temporary Facilities and Controls
016000 Product Requirements
017000 Execution Requirements
017310 Cutting and Patching
017700 Closeout Procedures
017810 Project Record Documents
017820 Operation and Maintenance Data
DIVISION 13 - EXTERIOR IMPROVEMENTS
131510
Swimming Pool & Equipment - Existing Pool Interior Finish - Plaster Demolition
131520
Swimming Pool Interior Finishes - New Pool Interior Finish - Porcelain Tile Installation
PROJECT DRAWINGS
End of Section 00010 0
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 000150
LIST OF DRAWINGS
PART 1 - GENERAL
1.01 DESCRIPTION
A. The Work shall conform to the Drawings entitled Claremore Pool Resurfacing dated July 21, 2014 as listed
hereafter as part of the Contract Documents, except property survey drawings which are included for Bidder’s
information.
1.02 LIST OF DRAWINGS
ARCHITECTURAL/ POOL:
SP1 Claremore Recreation Center Pool Resurfacing
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
End of Section 00015
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 002200
REQUEST FOR SUBSTITUTION FORM
The Architect reserves the right to reject this request due to any inconsistencies, errors, omissions, or unsubstantiated
claims. The burden of proof of the merit of the proposed substitution is upon the proposer. The POOL CONSULTANT’S
decision of approval or disapproval of a proposed substitution shall be final.
Upon installation, any product or system that is found to be incompatible with Owner’s existing systems or protocols shall
be removed and replaced with compatible products or systems at no additional cost to the Owner.
(Submit 2 copies)
Use separate form for each submittal. Any questions that do not apply should be filled in with “N/A”.
Project Name: ___________________________ BVSD Project No.: __________________
Date: ____________________________
From: (Name and Address of Applicant)
To:
Pool Consultants Name _____________________
Address
________________________________
City
___________________________________
Phone # ________________________________
Check the one that applies:
General Contractor
Subcontractor
Supplier
If applicant is subcontractor or supplier, list General Contractors you are bidding to:
1.
6.
2.
7.
3.
8.
4.
9.
5.
10.
I/We hereby request approval of the following product or system as an “approved
substitution” (name and description of specified product or system):
SPECIFICATION SECTION NO. ___________, PAGE(s)_____________, PARAGRAPH(s)______________
DRAWING Number(s)__________________, DETAIL OR SECTION Number(s)_______________________
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SPECIFIED PRODUCT
Product Characteristics:
Material:
Flammability:
Smoke Density
Fuel Contributed
Flame Spread
Moisture Absorption
Elasticity
Water Resistance
SPECIFIED PRODUCT
Substrate Compatibility:
Installation On:
Concrete
List others, as applicable
SUBSTITUTION / ALTERNATE
Product Characteristics:
Material:
Flammability:
Smoke Density
Fuel Contributed
Flame Spread
Moisture Absorption
Elasticity
Water Resistance
SUBSTITUTION / ALTERNATE
Substrate Compatibility:
Installation On:
Concrete
List others, as applicable
Test Reports:
Is exact condition covered?
Rated Assembly?
Test Reports:
Is exact condition covered?
Rated Assembly?
Restrictions:
Substrate:
Floor
Roof
Wall (non-rated)
Wall (rated)
Structure:
Wood
Concrete
Curtain Wall
Other:
Restrictions:
Substrate:
Floor
Roof
Wall (non-rated)
Wall (rated)
Structure:
Wood
Concrete
Curtain Wall
Other:
Environmental Restrictions:
Outside Air Temperature
Inside Air Temperature
Environmental Restrictions:
Outside Air Temperature
Inside Air Temperature
Relative Humidity
Wind Load
Snow Load
Equipment Loads
Moisture Tests Req’d?
Relative Humidity
Wind Load
Snow Load
Equipment Loads
Moisture Tests Req’d?
Guarantee:
Guarantee:
Availability:
Availability:
Costs:
Costs:
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
REASON FOR NOT GIVING PRIORITY TO SPECIFIED ITEMS:
SUBSTITUTION AFFECTS OTHER MATERIALS OR SYSTEMS:
YES (IF YES, ATTACH COMPLETE DATA)
NO
SUBSTITUTION REQUIRES DIMENSIONAL REVISION OR REDESIGN OF STRUCTURE OR MEP WORK:
YES (IF YES, ATTACH COMPLETE DATA)
NO
SAVINGS OR CREDIT TO OWNER FOR ACCEPTING SUBSTITUTE:
$_________________________________
THE ATTACHED DATA IS FURNISHED HEREWITH TO SUPPORT EVALUATION OF SUBSTITUTE:
CATALOG
REPORTS
DWGS
SAMPLES
TESTS
OTHER (LIST TYPE)
THE UNDERSIGNED HEREBY CERTIFIES THAT THE SUBSTITUTION HAS BEEN FULLY CHECKED
AND COORDINATED WITH THE CONTRACT DOCUMENTS.
FIRM NAME
BY
ADDRESS
PHONE
FAX
LEAVE BLANK; TO BE COMPLETED BY POOL CONSULTANT:
SUBSTITUTION APPROVED:
YES
NO
APPROVED WITH RESTRICTIONS:
1.
2.
REMARKS:_____________________________________________________________________________
(Bidders: remove or copy these sheets for bid submittal)
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 004350
BID SECURITY FORMS
PART 1 - GENERAL
1.01 APPLICABLE DOCUMENTS
A. The American Institute of Architects Document A310 “Bid Bond” 1970 Edition, and is bound herein.
B. Samples of the Bid Security Form may be obtained from the American Institute of Architects, 104 West
th
9 Street,
Kansas City, Missouri 64105, 816-221-3485, or AIA Kansas, 700 Jackson Street, Suite 209, Topeka,
Kansas 66603,
785-357-5308.
C. A properly executed form is required to be submitted with each copy of the Bid.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 004550
BIDDER’S QUALIFICATIONS FORMS
PART 1 - GENERAL
A. “Contractor’s Qualifications Statement”, is bound herein.
B. Samples of the Bidder’s Qualifications Form may be obtained from the American Institute of
Architects,
C. A properly executed form is required to be submitted with each copy of the Bid.
D. Form shall include contact name, address, phone number, and e-mail address.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SPECIAL BIDDER QUALIFICATION: The General Conditions are hereby
amended to provide for “Quality Assurance” of the swimming pool resurfacing
work, by:
QUALITY ASSURANCE SUBMITTAL
The (OWNER) has established special and specific qualifications for this project to assure quality
of the completed “work” as defined in Division 13 of the specifications. The quality assurance for
this project is to protect public health, safety and welfare.
The Pool Installer who constructs the swimming pool portion of this work shall possess
commercial swimming pool “skill and experience” to perform “quality work” as solely determined
by OWNER, which qualifies it to construct the swimming pool work as detailed and specified.
To assist in determining whether or not this skill and experience is possessed by the bidder or his
proposed subcontractor, the bidder shall fully complete the following pages of the proposal form.
Non-prequalified Pool Installers shall submit this form to the Owner via the Pool Consultant ten
(10) days prior to bid. Approved Pool Installers will be confirmed by Addendum.
Each referenced swimming pool shall conform to the following requirements:
1.
Commercial pool work, not residential type.
2.
Pool water area equal to or larger than detailed for this project.
3.
Shall have been constructed and operated over a period of five (5) years and not just one
(1) or two (2) years.
Following the bid opening, the bidder shall be prepared to furnish, in writing, within three (3) days
of the request, such information to establish the possessions of such skills and experience for the
quality assurance for this work. Information requested may include, but not be limited to, the
following for each REFERENCED pool:
1.
Pool size (water area) and pool volume.
2.
Type of wall and floor construction and interior finish.
3.
Cost of pool changes $_______ and cost of related change orders $______ ?
6. Financial references.
7. Trades used who were not employees of Pool Installer.
8. Equipment and other “work” not installed by Pool Installer.
9. Name of Job Superintendent.
Additionally, the bidder shall be prepared to promptly furnish the following information for THIS
work:
1.
2.
3.
Trades to be used, but which will not be employees of the Pool Installer.
Equipment and other “work” which will not be installed by the Pool Installer.
Was the pool work completed satisfactorily within time and budget?
The compliance with all the requirements of the Special Conditions of this project, including the
skills and experience for quality assurance, and any required affirmative action, is necessary
before the bidder can be determined qualified to perform the contract and before the bid for such
contract can be determined to be responsive.
SPECIAL BIDDER QUALIFICATION (QUALITY ASSURANCE SUBMITTAL FORM):
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
Firm who will construct the swimming pool work (Div. 13):
POOL INSTALLER: PRE -QUALIFICATION FORM
A.
Name of Firm
Address
Contact Person
Phone Number
B.
List a minimum of five (5) pools, which conform to the requirements for this work. All
within 150 miles for Pool Consultant /Owner review, (space for six (6) visits is provided, but
only five (5) are required.)
1. Pool Name
_____
Pool Location
_____
Year Constructed
__ Pool Area _______ sq. ft. Pool Volume ________Gal.
Stainless Steel Gutters
Dry Gunite Construction
Automatic Chemical Control
Owner
_____
Contact Person
_____
Name
Firm, Address, Phone #
Job Title
_____
2. Pool Name
_____
Pool Location
_____
Year Constructed
Owner
_____
Contact Person
_____
Name
Job Title
_____
3. Pool Name
_____
Pool Location
_____
Year Constructed
Owner
_____
Contact Person
_____
Name
BOHL & ASSOCIATES
July 21, 2014
Job Title
POOL RESURFACING
_____
4. Pool Name
_____
Pool Location
_____
Year Constructed
Owner
_____
Contact Person
_____
Name
Job Title
_____
5. Pool Name
_____
Pool Location
_____
Year Constructed
Owner
_____
Contact Person
_____
Name
Job Title
_____
6. Pool Name
_____
Pool Location
_____
Year Constructed
Owner
_____
Contact Person
_____
Name
Job Title
_____
The above data on this Quality Assurance Submittal Form, items A and B have been prepared
and are certified to be correct by:
SIGNATURE
BOHL & ASSOCIATES
July 21, 2014
DATE
POOL RESURFACING
FIRM
ADDRESS
PHONE #
The following Pool Installers are pre-approved for this work based on Bohl & Associates
knowledge (as of 6/15/14) of their prior experience, prior submittals, quality of work, and timely
completion of work, as reviewed by the Project Manager; Jim Sullivan.
David Volk
ASSOCIATED POOL BUILDERS
P.O. Box 2318
Bismarck, ND 58502-2318
Business (701) 258-6012
Fax (701) 224-9729
Mason Banks
KC GUNITE
16207 Kentucky
Belton, MO 64012
Business (816) 331-6606
Fax (816) 322-1701
BOHL & ASSOCIATES
July 21, 2014
Clark Waage
CONTINENTAL POOLS, INC.
805 E. Warren
Gardner, KS 66030
Business (913) 856-2841
Fax (913) 856-4281
POOL RESURFACING
SECTION 006100
BONDS
PART 1 - GENERAL
A. American Institute of Architects Document A312, “Performance Bond” and “Payment Bond”, 1984 Edition, and
“Bond to the State Of Kansas”, 1983 Revision, are part of the bidding requirements and are bound herein.
th
B. Samples of the Bond Form may be obtained from the American Institute of Architects, 104 West 9 Street, Kansas
City, Missouri 64105, 816-221-3485, or AIA Kansas, 700 Jackson Street, Suite 209, Topeka, Kansas 66603, 785357-5308.
1.02
BOND REQUIREMENTS
A. The successful Bidder shall, prior to or at the time of execution of the contract, deliver 2 copies to the Owner, and 1
copy to the Architect, of the required Bonds.
B. The Contractor shall furnish bonds covering faithful performance of the Contract and payment of obligations arising
thereunder. Bonds may be obtained through the Contractor’s usual source and the cost thereof shall be included
in the Contract Sum. The amount of each bond shall be equal to 100 percent of the Contract Sum.
C. Bonds shall be written by a Surety authorized to transact business in the state in which Project is located and
executed by an authorized resident agent of the Surety.
1. Both the Surety and the Surety’s agent shall be subject to the Owner’s approval.
2. Credentials showing the legal right of the Surety to transact business in the state in which the Project is located
shall be attached to the Bonds.
3. A certified and current copy of the power of attorney for the attorney-in-fact who executes the required bonds on
behalf of the Surety shall be attached to the Bonds.
D. Bonds shall become effective upon execution of the Contract.
E. The correction period required by Document 007000 - General Conditions (AIA Document 201-1997)
Subparagraph 12.2.2, the warranty required by Document 007000 - General Conditions (AIA Document 201-1997)
Subparagraph 3.5.1, and the special warranties required by individual Sections of the Specifications, shall be
incorporated into and made part of the Performance Bond.
F. The Bidder agrees that changes, additions, and omissions in the Contract Documents shall in no way affect the
validity of the Bonds.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 006200
INSURANCE
PART 1 - GENERAL
A. ACORD Document 25-S, “CERTIFICATE OF LIABILITY INSURANCE”, as amended, is part of the Bidding
Requirements and is bound herein.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
ACORD CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
TM
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PRODUCER
INSURERS AFFORDING COVERAGE
INSURED
NAIC #
INSURER A:
INSURER
B:
INSURER
C:
INSURER
D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY
REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,
THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE
LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADD’L
LTR INSRD
POLICY NUMBER
TYPE OF INSURANCE
POLICY EFFECTIVE
DATE (MM/DD/YY)
GENERAL LIABILITY
GEN’L AGGREGATE LIMIT APPLIES PER:
COMMERCIAL GENERAL LIABILITY
X
X
$
$
MED EXP (Any one person)
$
PERSONAL & ADV INJURY
$
Blanket Contractural
GENERAL AGGREGATE
$
PRODUCTS - COMP/OP AGG
$
COMBINED SINGLE LIMIT
(Ea accident)
BODILY INJURY
(Per person)
BODILY INJURY
(Per accident)
$
$
PROPERTY DAMAGE
(Per accident)
$
POLICY
OCCUR
X
PROJECT
AUTOMOBILE LIABILITY
X
LIMITS
EACH OCCURRENCE
DAMAGE TO RENTED
PREMISES (Ea occurence)
Independent Contractors
CLAIMS MADE
X
X
POLICY EXPIRATION
DATE (MM/DD/YY)
S am ple
LOC
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT
ANY AUTO
EA ACC
OTHER THAN
AUTO ONLY:
AGG
1,000,000
$
$
$
EACH OCCURRENCE
$
X
AGGREGATE
$
CLAIMS MADE
5,000
1,000,000
2,000,000
1,000,000
$
EXCESS/UMBRELLA LIABILITY
OCCUR
1,000,000
2,000,000
2,000,000
$
DEDUCTIBLE
RETENTION
$
$
WORKERS COMPENSATION AND
EMPLOYERS’ LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
If yes, describe under
SPECIAL PROVISIONS below
$
X
WC STATUTORY LIMITS
E.L. EACH ACCIDENT
OTHER
$
E.L. DISEASE - EA EMPLOYEE $
E.L. DISEASE - POLICY LIMIT
$
100,000
500,000
100,000
OTHER
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
Waiver of Subrogation applies to General Liability and Work Comp. Owner and architect are included as
additional insured including completed operations.
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
CERTIFICATE HOLDER
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL
30
DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE
NO
OBLIGATION
OR
LIABILITY
OF
ANY
KIND
UPON
THE
INSURER,
ITS
AGENTS
OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
BOHL & ASSOCIATES
July 21, 2014
ACORD 25 (2001/08)
© ACORD CORPORATION 1988
POOL RESURFACING
SECTION 007000
GENERAL CONDITIONS
PART 1 - GENERAL
A. American Institute of Architects Document A201, “General Conditions of the Contract for Construction”, 1997 Edition, as
amended, is part of the Bidding Requirements.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 011000
SUMMARY
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary Conditions and
other Division 1 Specification Sections, apply to this Section.
WORK COVERED BY CONTRACT DOCUMENTS
A.Project Identification: Claremore Recreation Center Pool Resurfacing Project
Number: SB-2014-17. Contract Documents dated 21 July 2014
Owner: City of Claremore, Oklahoma , 104 S. Muskogee Avenue, Claremore, OK 74017
Owner’s Representative: Mitch Louderback; Director
Claremore Recreation and Expo Centers
595 Veterans Parkway Claremore, OK 74017
(T) 918.283.8225
B.
Pool Consultant Identification: Bohl & Associates, 8621 Johnson Drive, Merriam, Kansas 66202
Contact: James Sullivan, Project Manager; (T) 913-888-8540; (F) 913-888-0152.
C.
Briefly and without force and effect on Contract Documents, work of Contract can be summarized as
indicated on the “Invitation to Bid.”
1.3
CONTRACT
A.
1.4
Project will be constructed under a general construction contract.
WORK SEQUENCE & COMPLETION DATES
A.
Start of Construction Date: To be Determined.
1.
B.
1.5
Field-verification may begin only with prior consent of the Owner’s
Representative listed above.
Substantial Completion Date: to be Determined .
USE OF PREMISES
A.
1.6
Refer to Division 1, Section 011400, “Work Restrictions”.
SPECIFICATION FORMATS AND CONVENTIONS
A.
Specification Format: The Specifications are organized into Divisions and Sections using the 17-division
format and CSI/CSC's "Master Format" numbering system.
1.
Section Identification: The Specifications use section numbers and titles to help cross-referencing
in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the
sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to
determine numbers and names of sections in the Contract Documents.
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
B.
Specification Content: The Specifications use certain conventions for the style of language and the
intended meaning of certain terms, words, and phrases when used in particular
situations. These conventions are as follows:
1.
Abbreviated Language: Language used in the Specifications and other Contract Documents is
abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not
stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural
words shall be interpreted as singular where applicable as the context of the Contract Documents
indicates.
2 Imperative mood and streamlined language are generally used in the Specifications. Requirements
expressed in the imperative mood are to be performed by Contractor. Occasionally, the
indicative or subjunctive mood may be used in the Section Text for clarity to describe
responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.
a.
The words "shall," "shall be," or "shall comply with," depending on the context, are implied
where a colon (:) is used within a sentence or phrase.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 011400
WORK RESTRICTIONS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
USE OF PREMISES
A.
Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas
in which the Work is indicated.
1.
Limits: Confine constructions operations to construction staging areas as defined on drawings.
2.
Owner Occupancy: Allow for Owner occupancy of site and those portions of the building not
directly affected by construction activites.
3.
Driveways and Entrances: Keep driveways and entrances serving premises clear and available to
Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for
parking or storage of materials unless pre arranged with the Owner's Representative.
4.
B.
1.3
a.
Schedule deliveries to minimize use of driveways and entrances.
b.
Schedule deliveries to minimize space and time requirements for storage of materials and
equipment on-site.
Field Verification:
a.
The Contractor is responsible for all items noted to be field-verified.
b.
Field verification of the facility’s exterior may be made at any time. Contractors shall note
that any visitors to the facility must sign in with the Front Office staff prior to beginning field
verification.
Use of Existing Building: Maintain existing building in a weathertight condition throughout construction
period. Repair damage caused by construction operations. Protect building and its occupants during
construction period.
OCCUPANCY REQUIREMENTS
A.
Partial Owner Occupancy: Owner reserves the right to occupy and to place and install equipment in
completed areas of building, before Substantial Completion, provided such occupancy does not interfere
with completion of the Work. Such placement of equipment and partial occupancy shall not constitute
acceptance of the Work.
1.
Pool Consultant will prepare a Certificate of Substantial Completion for each specific portion of the
Work to be occupied before Owner occupancy.
2.
Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy.
3.
Before partial Owner occupancy, mechanical and electrical systems shall be fully operational, and
required tests and inspections shall be successfully completed. On occupancy, Owner will provide,
operate, and maintain mechanical and electrical systems serving occupied portions of building.
4.
On occupancy, Owner will assume responsibility for maintenance and custodial service for
occupied portions of building.
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 012300
ALTERNATES
GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
1.3
This Section includes administrative and procedural requirements for alternates.
DEFINITIONS
A.
Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the
Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to
accept a corresponding change either in the amount of construction to be completed or in the products,
materials, equipment, systems, or installation methods described in the Contract Documents.
1.
1.4
The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to
incorporate alternate into the Work. No other adjustments are made to the Contract Sum.
PROCEDURES
A.
Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the
alternate into Project.
1.
Include as part of each alternate, miscellaneous devices, accessory objects, and similar items
incidental to or required for a complete installation whether or not indicated as part of alternate.
B.
Notification: Immediately following award of the Contract, notify each party involved, in writing, of the
status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later
consideration. Include a complete description of negotiated modifications to alternates.
C.
Execute accepted alternates under the same conditions as other work of the Contract.
D.
Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections
referenced in schedule contain requirements for materials necessary to achieve the work described under
each alternate.
PART 3 - EXECUTION
3.1
SCHEDULE OF ALTERNATES
A.
B.
C.
D.
Alternate No. 1: Water Slide Replacement: Remove exiting polyethelene drop tube slide and replace with
Miracle Model 185-108 tube slide as attached at the end of this section. Provide a complete installation and
haul-off of existing. Slide drawings are included at the end of the specification booklet
Alternate No. 2: Sealant Joint at Pool Coping: Provide a per foot price for removal of existing horizontal joint
and reinstallation of new sealant.
Alternate No. 3: Lap lane Abrasive Tile Finish: Provide installation of abrasive porcelain tile at lap lane as
noted on drawing SP-1 in lieu of smooth tile finish.
Alternate No. 4: Meter Lanes Retile Finish: Install porcelain tile lane lines at “meters” direction with end targets
and abrasive side wall tile. Base bid includes installing lane lines on “Yards” direction only.
END 0F SECTION 012300
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 012500
CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section specifies administrative and procedural requirements for handling and processing Contract
modifications.
B.
Related Sections include the following:
1.3
1.
Division 1 Section “Unit Prices” for administrative requirements for using unit prices.
2.
Division 1 Section "Product Requirements" for administrative procedures for handling requests for
substitutions made after Contract award.
MINOR CHANGES IN THE WORK
A.
1.4
Pool Consultant will issue supplemental instructions authorizing Minor Changes in the Work, not involving
adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental
Instructions."
PROPOSAL REQUESTS
A.
Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the
Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will
include supplemental or revised Drawings and Specifications.
1.
Proposal Requests issued by Pool Consultant are for information only. Do not consider them instructions
either to stop work in progress or to execute the proposed change.
2.
Within 10 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to
the Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount
of purchases and credits to be made. If requested, furnish survey data to substantiate
quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include an updated Contractor's Construction Schedule that indicates the effect of the change,
including, but not limited to, changes in activity duration, start and finish times, and activity
relationship. Use available total float before requesting an extension of the Contract Time.
B.
Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract,
Contractor may propose changes by submitting a request for a change.
1.
Include a statement outlining reasons for the change and the effect of the change on the Work.
Provide a complete description of the proposed change. Indicate the effect of the proposed change on
the Contract Sum and the Contract Time.
2.
Include a list of quantities of products required or eliminated and unit costs, with total amount of
purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
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C.
1.5
3.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4.
Include an updated Contractor's Construction Schedule that indicates the effect of the change,
including, but not limited to, changes in activity duration, start and finish times, and activity
relationship. Use available total float before requesting an extension of the Contract Time.
5.
Comply with requirements in Division 1 Section "Product Requirements" if the proposed change
requires substitution of one product or system for product or system specified.
Proposal Request Form: Use AIA Document G709 for Proposal Requests.
CHANGE ORDER PROCEDURES
A.
1.6
On Owner's approval of a Proposal Request, Pool Consultant will issue a Change Order for signatures of Owner
and Contractor on AIA Document G701.
CONSTRUCTION CHANGE DIRECTIVE
A.
Construction Change Directive: Architect, with Owner’s approval, may issue a Construction Change
Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a
change in the Work, for subsequent inclusion in a Change Order.
1.
B.
Construction Change Directive contains a complete description of change in the Work. It also
designates method to be followed to determine change in the Contract Sum or the Contract Time.
Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive.
1.
After completion of change, submit an itemized account and supporting data necessary to
substantiate cost and time adjustments to the Contract.
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SECTION 012700
UNIT PRICES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section includes administrative and procedural requirements for unit prices.
B.
1.3
1.
Division 1 Section "Contract Modification Procedures" for procedures for submitting and handling
Change Orders.
2.
Division 1 Section "Quality Requirements" for general testing and inspecting requirements.
DEFINITIONS
A.
1.4
Unit price is an amount proposed by bidders, stated on the Bid Form, as] a price per unit of measurement
for materials or services added to or deducted from the Contract Sum by appropriate modification, if
estimated quantities of Work required by the Contract Documents are increased or decreased.
PROCEDURES
A.
Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes,
overhead, and profit.
B.
Measurement and Payment: Refer to individual Specification Sections for work that requires
establishment of unit prices. Methods of measurement and payment for unit prices are specified in those
Sections.
C.
Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of
established unit prices and to have this work measured, at Owner's expense, by an independent surveyor
acceptable to Contractor.
D.
List of Unit Prices: A list of unit prices is included at the end of this Section. Refer to associated
Specification Sections for requirements for materials described under each unit price.
PART 3 - EXECUTION
3.1
LIST OF UNIT PRICES
A.
State on the Proposal Form the following:
1.
2.
Abrasive Tile Finish in lieu of Non-Abrasive Finish
Plaster Removal and Porcelain Tile Finish
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Add: ________s.f.
Add: ________s.f.
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SECTION 012900
PAYMENT PROCEDURES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section specifies administrative and procedural requirements necessary to prepare and process
Applications for Payment.
B.
1.3
1.
Division 1 Section “Unit Prices” for administrative requirements governing use of unit prices.
2.
Division 1 Section "Contract Modification Procedures" for administrative procedures for handling
changes to the Contract.
3.
Division 1 Section "Bar Chart Schedules and Reports" for administrative requirements governing
preparation and submittal of Contractor's Construction Schedule and Submittals Schedule.
DEFINITIONS
A.
1.4
Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to
various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.
SCHEDULE OF VALUES
A.
Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's
Construction Schedule.
1.
B.
Correlate line items in the Schedule of Values with other required administrative forms and
schedules, including the following:
a.
Application for Payment forms with Continuation Sheets.
b.
Submittals Schedule.
Format and Content: Use the Construction Schedule Activities as the line items for the Schedule of
Values. Provide one line item for each activity.
1.
2.
Identification: Include the following Project identification on the Schedule of Values:
a.
Project name and location.
b.
Name of Pool Consultant.
c.
Pool Consultant project number.
d.
Contractor's name and address.
e.
Date of submittal.
Arrange the Schedule of Values in tabular form with the ability to indicate the following for each
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item listed:
a.
Related Specification Section or Division.
b.
Description of the Work.
c.
Name of subcontractor.
d.
Name of manufacturer or fabricator.
e.
Name of supplier.
f.
Change Orders (numbers) that affect value.
g.
Dollar value.
3.
Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of
Applications for Payment and progress reports. Coordinate with the Project Manual table of
contents. Provide several line items for principal subcontract amounts, where appropriate.
4.
Round amounts to nearest whole dollar; total shall equal the Contract Sum.
5.
Provide a separate line item in the Schedule of Values for each part of the Work where Applications
for Payment may include materials or equipment purchased or fabricated and stored, but not yet
installed.
a.
6.
Provide separate line items in the Schedule of Values for initial cost of materials, for each
subsequent stage of completion, and for total installed value of that part of the Work.
7.
Each item in the Schedule of Values and Applications for Payment shall be complete. Include total
cost and proportionate share of general overhead and profit for each item.
a.
8.
1.5
Differentiate between items stored on-site and items stored off-site. Include evidence of
insurance or bonded warehousing if required.
Temporary facilities and other major cost items that are not direct cost of actual work-inplace may be shown either as separate line items in the Schedule of Values or distributed as
general overhead expense, at Contractor's option.
Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for
Payment or when Change Orders or Construction Change Directives result in a change that would
necessitate updating.
APPLICATIONS FOR PAYMENT
A.
Each Application for Payment shall be consistent with previous applications and payments as certified by
Architect and paid for by Owner.
1.
Initial Application for Payment, Application for Payment at time of Substantial Completion, and final
Application for Payment involve additional requirements.
B.
Payment Application Times: The date for each progress payment is indicated in the Agreement between
Owner and Contractor. The period of construction Work covered by each Application for Payment is the
period indicated in the Agreement.
C.
Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as
form for Applications for Payment.
D.
Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to
sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.
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E.
1.
Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use
updated schedules if revisions were made.
2.
Include amounts of Change Orders and Construction Change Directives issued before last day of
construction period covered by application.
Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architect in
accordance with the payment schedule in the Construction Contract. Architect will sign and forward 2
copies on to Owner in accordance with the payment schedule. One copy shall include waivers of lien,
certified payrolls and similar attachments if required.
1.
F.
G.
Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
Initial Application for Payment: Administrative actions and submittals that must precede or coincide with
submittal of first Application for Payment include the following:
1.
List of subcontractors.
2.
Schedule of Values (preliminary if not final).
3.
Contractor's Construction Schedule (preliminary if not final).
4.
Products list.
5.
Schedule of unit prices.
6.
Submittals Schedule (preliminary if not final).
7.
List of Contractor's staff assignments.
8.
List of Contractor's principal consultants.
9.
Copies of building permits.
10.
Copies of authorizations and licenses from authorities having jurisdiction for performance of the
Work.
11.
Initial progress report.
12.
Report of preconstruction conference.
13.
Certificates of insurance and insurance policies.
14.
Performance and payment bonds.
15.
Data needed to acquire Owner's insurance.
16.
Initial settlement survey and damage report if required.
Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion,
submit an Application for Payment showing 100 percent completion for portion of the Work claimed as
substantially complete.
1.
Include documentation supporting claim that the Work is substantially complete and a statement
showing an accounting of changes to the Contract Sum.
2.
This application shall reflect Certificates of Partial Substantial Completion issued previously for
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Owner occupancy of designated portions of the Work.
H.
Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the following:
1.
Evidence of completion of Project closeout requirements.
2.
Insurance certificates for products and completed operations where required and proof that taxes,
fees, and similar obligations were paid.
3.
Updated final statement, accounting for final changes to the Contract Sum.
4.
AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."
5.
AIA Document G706A, "Contractor's Affidavit of Release of Liens."
6.
AIA Document G707, "Consent of Surety to Final Payment."
7.
Evidence that claims have been settled.
8.
Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of
Substantial Completion or when Owner took possession of and assumed responsibility for
corresponding elements of the Work.
9.
Final, liquidated damages settlement statement.
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SECTION 013100
PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
B.
1.3
This Section includes administrative provisions for coordinating construction operations on Project
including, but not limited to, the following:
1.
General project coordination procedures.
2.
Conservation.
3.
Coordination Drawings.
4.
Administrative and supervisory personnel.
5.
Project meetings.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
Division 1 Section "Execution Requirements" for procedures for coordinating general installation
and field-engineering services, including establishment of benchmarks and control points.
2.
Division 1 Section "Closeout Procedures" for coordinating Contract closeout.
COORDINATION
A.
B.
Coordination: Coordinate construction operations included in various Sections of the Specifications to
ensure efficient and orderly installation of each part of the Work. Coordinate construction operations,
included in different Sections, that depend on each other for proper installation, connection, and operation.
1.
Schedule construction operations in sequence required to obtain the best results where installation
of one part of the Work depends on installation of other components, before or after its own
installation.
2.
Coordinate installation of different components with other contractors to ensure maximum
accessibility for required maintenance, service, and repair.
3.
Make adequate provisions to accommodate items scheduled for later installation.
If necessary, prepare memoranda for distribution to each party involved, outlining special procedures
required for coordination. Include such items as required notices, reports, and list of attendees at
meetings.
1.
C.
Prepare similar memoranda for Owner and separate contractors if coordination of their Work is
required.
Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with
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other construction activities and activities of other contractors to avoid conflicts and to ensure orderly
progress of the Work. Such administrative activities include, but are not limited to, the following:
D.
1.
Preparation of Contractor's Construction Schedule.
2.
Preparation of the Schedule of Values.
3.
Installation and removal of temporary facilities and controls.
4.
Delivery and processing of submittals.
5.
Progress meetings.
6.
Preinstallation conferences.
7.
Project closeout activities.
Conservation: Coordinate construction activities to ensure that operations are carried out with
consideration given to conservation of energy, water, and materials.
1.
1.4
Salvage materials and equipment involved in performance of, but not actually incorporated into, the
Work.
SUBMITTALS
A.
B.
Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum
utilization of space for efficient installation of different components or if coordination is required for
installation of products and materials fabricated by separate entities.
1.
Indicate relationship of components shown on separate Shop Drawings.
2.
Indicate required installation sequences.
Staff Names: Within 15 days of starting construction operations, submit a list of principal staff
assignments, including superintendent and other personnel in attendance at Project site.
Identify
individuals and their duties and responsibilities; list addresses and telephone numbers, including home
and office telephone numbers.
Provide names, addresses, and telephone numbers of individuals
assigned as standbys in the absence of individuals assigned to Project.
1.
1.5
Post copies of list in Project meeting room, in temporary field office, and by each temporary
telephone.
ADMINISTRATIVE AND SUPERVISORY PERSONNEL
A.
1.6
General: In addition to Project superintendent, provide other administrative and supervisory personnel as
required for proper performance of the Work.
PROJECT MEETINGS
A.
General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.
1.
Attendees: Inform participants and others involved, and individuals whose presence is required, of
date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.
2.
Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3.
Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes
to everyone concerned, including Owner and Architect, within 5 days of the meeting.
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B.
C.
Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a
time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement. Hold
the conference at Project site or another convenient location. Conduct the meeting to review
responsibilities and personnel assignments.
1.
Attendees: Authorized representatives of Owner, Pool Consultant, and their consultants; Contractor and
its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties
shall attend the conference. All participants at the conference shall be familiar with Project and
authorized to conclude matters relating to the Work.
2.
Agenda: Discuss items of significance that could affect progress, including the following:
a.
Tentative construction schedule.
b.
Phasing.
c.
Critical work sequencing.
d.
Designation of responsible personnel.
e.
Procedures for processing field decisions and Change Orders.
f.
Procedures for processing Applications for Payment.
g.
Submittal procedures.
h.
Preparation of Record Documents.
i.
Use of the premises.
j.
Responsibility for temporary facilities and controls.
k.
Parking availability.
l.
Office, work, and storage areas.
m.
Equipment deliveries and priorities.
n.
First aid.
o.
Security.
p.
Progress cleaning.
q.
Working hours.
Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction
activity that requires coordination with other construction.
1.
Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by
the installation and its coordination or integration with other materials and installations that have
preceded or will follow, shall attend the meeting. Advise Pool Consultant of scheduled meeting dates.
2.
Agenda: Review progress of other construction activities and preparations for the particular activity
under consideration, including requirements for the following:
a.
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Contract Documents.
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D.
b.
Options.
c.
Related Change Orders.
d.
Review of mockups.
e.
Possible conflicts.
f.
Time schedules.
g.
Weather limitations.
h.
Manufacturer's written recommendations.
i.
Warranty requirements.
j.
Acceptability of substrates.
k.
Space and access limitations.
l.
Testing and inspecting requirements.
m.
Required performance results.
3.
Record significant conference discussions, agreements, and disagreements.
4.
Do not proceed with installation if the conference cannot be successfully concluded. Initiate
whatever actions are necessary to resolve impediments to performance of the Work and reconvene
the conference at earliest feasible date.
Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates of meetings with
preparation of payment requests.
1.
Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor,
supplier, and other entity concerned with current progress or involved in planning, coordination, or
performance of future activities shall be represented at these meetings. All participants at the
conference shall be familiar with Project and authorized to conclude matters relating to the Work.
2.
Agenda: Review and correct or approve minutes of previous progress meeting. Review other
items of significance that could affect progress. Include topics for discussion as appropriate to
status of Project.
a.
Contractor's Construction Schedule: Review progress since the last meeting. Determine
whether each activity is on time, ahead of schedule, or behind schedule, in relation to
Contractor's Construction Schedule. Determine how construction behind schedule will be
expedited; secure commitments from parties involved to do so. Discuss whether schedule
revisions are required to ensure that current and subsequent activities will be completed
within the Contract Time.
b.
Review present and future needs of each entity present, including the following:
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1)
Interface requirements.
2)
Sequence of operations.
3)
Status of submittals.
4)
Deliveries.
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3.
5)
Quality and work standards.
6)
Change Orders.
7)
Documentation of information for payment requests.
Reporting: Distribute minutes of the meeting to each party present and to parties who should have
been present. Include a brief summary, in narrative form, of progress since the previous meeting
and report.
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SECTION 013233
PHOTOGRAPHIC DOCUMENTATION
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
Section includes administrative and procedural requirements for the following:
1.
B.
Related Requirements:
1.
2.
1.3
Preconstruction video recordings.
Division 01 Section "Submittal Procedures" for submitting photographic
documentation.
Division 01 Section "Closeout Procedures" for submitting photographic
documentation as project record documents at Project closeout.
INFORMATIONAL SUBMITTALS
A.
Key Plan: Submit key plan of Project site and building with notation of vantage points
marked for location and direction of each photograph. Indicate elevation or story of
construction. Include same information as corresponding photographic documentation.
B.
Video Recordings: Submit video recordings within seven days of recording.
1.
1.4
Submit video recordings in digital video disc format acceptable to Architect.
QUALITY ASSURANCE
A.
1.5
Photographer Qualifications: An individual who has been regularly engaged as a
professional photographer of construction projects for not less than three years.
USAGE RIGHTS
A.
Obtain and transfer copyright usage rights from photographer to Owner for unlimited
reproduction of photographic documentation.
PART 2 - PRODUCTS
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2.1
PHOTOGRAPHIC MEDIA
A.
Digital Video Recordings: Provide high-resolution, digital video disc in format acceptable to
Pool Consultant.
PART 3 - EXECUTION
3.1
CONSTRUCTION VIDEO RECORDINGS
A.
Video Recording Photographer: Engage a qualified videographer to record construction
video recordings.
B.
Preconstruction Video Recording: Before starting demolition, record video recording of
Project site and surrounding properties from different vantage points, as directed by
Pool Consultant.
1.
2.
3.
Show existing conditions adjacent to Project site before starting the Work.
Show existing conditions of existing building, pavements, walkways, landscaping,
lawns and other items as directed by Pool Consultant.
Show existing buildings either on or adjoining Project site to accurately record
physical conditions at the start of demolition.
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SECTION 013300
SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section includes administrative and procedural requirements for submitting Shop Drawings, Product
Data, Samples, and other miscellaneous submittals.
B.
1.3
1.
Division 1 Section "Payment Procedures" for submitting Applications for Payment.
2.
Division 1 Section "Bar Chart Schedules and Reports" for submitting schedules and reports,
including Contractor's Construction Schedule and the Submittals Schedule.
3.
Division 1 Section "Quality Requirements" for submitting test and inspection reports and DelegatedDesign Submittals and for erecting mockups.
4.
Division 1 Section "Closeout Procedures" for submitting warranties operation and maintenance
manuals.
5.
Division 1 Section "Project Record Documents" for submitting Record Drawings, Record
Specifications, and Record Product Data.
6.
Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual
requirements.
DEFINITIONS
A.
Action Submittals: Written and graphic information that requires Pool Consultant 's responsive action.
B.
Informational Submittals: Written information that does not require Pool Consultant 's approval.
Submittals may
be rejected for not complying with requirements.
1.4
SUBMITTAL PROCEDURES
A.
General: Electronic copies of CAD Drawings of the Contract Drawings will be provided as determined
appropriate by Pool Consultant for Contractor's use in preparing submittals. The Architect should be
contracted to determine the cost for providing the electronic copies.
B.
Coordination: Coordinate preparation and processing of submittals with performance of construction
activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
2.
Coordinate transmittal of different types of submittals for related parts of the Work so processing
will not be delayed because of need to review submittals concurrently for coordination.
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ubmittal requiring coordination with
other submittals until related submittals are received.
C.
Submittals Schedule:
Comply with requirements in Division 1 Section "Construction Progress
Documentation" for list of submittals and time requirements for scheduled performance of related
construction activities.
D.
Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time
for review shall commence on Architect's receipt of submittal.
E.
F.
1.
Initial Review: Allow 14 calendar days for initial review of each submittal. Allow additional time if
processing must be delayed to permit coordination with subsequent submittals. Architect will
advise Contractor when a submittal being processed must be delayed for coordination.
2.
Concurrent Review: Where concurrent review of submittals by Architect's consultants, Owner, or
other parties is required, allow 21 calendar days for initial review of each submittal.
3.
If intermediate submittal is necessary, process it in same manner as initial submittal.
4.
Allow 7 calendar days for processing each resubmittal.
5.
No extension of the Contract Time will be authorized because of failure to transmit submittals
enough in advance of the Work to permit processing.
Identification: Place a permanent label or title block on each submittal for identification.
1.
Indicate name of firm or entity that prepared each submittal on label or title block.
2.
Provide a space approximately 4 by 5 inches (100 by 125 mm) on label or beside title block to
record Contractor's review and approval markings and action taken by Architect.
3.
Include the following information on label for processing and recording action taken:
a.
Project name.
b.
Date.
c.
Name and address of Pool Consultant.
d.
Name and address of Contractor.
e.
Name and address of subcontractor.
f.
Name and address of supplier.
g.
Name of manufacturer.
h.
Unique identifier, including revision number.
i.
Number and title of appropriate Specification Section.
j.
Drawing number and detail references, as appropriate.
k.
Other necessary identification.
Deviations:
submittals.
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Highlight, encircle, or otherwise identify deviations from the Contract Documents on
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for final submittal, and unless Pool Consultant observes noncompliance with provisions of the Contract
Documents, initial submittal may serve as final submittal.
H.
1.
Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to
Pool Consultant.
2.
Additional copies submitted for maintenance manuals will not be marked with action taken and will
be returned.
Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit
each submittal using a transmittal form. Architect will return submittals, without review,
received from sources other than Contractor.
1.
On an attached separate sheet, prepared on Contractor's letterhead, record relevant information,
requests for data, revisions other than those requested by Pool Consultant on previous
submittals, and deviations from requirements of the Contract Documents, including minor
variations and limitations. Include the same label information as the related submittal.
2.
Include Contractor's certification stating that information submitted complies with requirements of
the Contract Documents.
3.
Transmittal Form: Use AIA Document G810 or a form pre approved by the Pool Consultant.
I.
Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators,
installers, authorities having jurisdiction, and others as necessary for performance of construction
activities. Show distribution on transmittal forms.
J.
Use for Construction: Use only final submittals with mark indicating action taken by Pool Consultant in
connection with construction.
PART 2 - PRODUCTS
2.1
ACTION SUBMITTALS
A.
General: Prepare and submit Action Submittals required by individual Specification Sections.
1.
B.
Number of Copies: Submit number of copies adequate to perform the work of each submittal,
unless otherwise indicated. Architect will retain two copies. Mark up and retain one returned copy
as a Project Record Document.
Product Data: Collect information into a single submittal for each element of construction and type of
product or equipment.
1.
If information must be specially prepared for submittal because standard printed data are not
suitable for use, submit as Shop Drawings, not as Product Data.
2.
Mark each copy of each submittal to show which products and options are applicable.
3.
Include the following information, as applicable:
a.
Manufacturer's written recommendations.
b.
Manufacturer's product specifications.
c.
Manufacturer's installation instructions.
d.
Standard color charts.
e.
Manufacturer's catalog cuts.
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ng and maintenance manuals.
h.
Compliance with recognized trade association standards.
i.
Compliance with recognized testing agency standards.
j.
C.
Application of testing agency labels and seals.
Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base
Shop Drawings on reproductions of the Contract Documents or standard printed data.
1.
Preparation: Include the following information, as applicable:
a.
Dimensions.
b.
Identification of products.
c.
Fabrication and installation drawings.
d.
Roughing-in and setting diagrams.
e.
Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.
f.
Shopwork manufacturing instructions.
g.
Schedules.
h.
Design calculations.
i.
Compliance with specified standards.
j.
Notation of coordination requirements.
k.
Notation of dimensions established by field measurement.
2.
Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.
3.
Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings
on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.
4.
Number of Copies: Submit number of copies adequate to perform the work of blue- or black-line
prints of each submittal. Submit additional prints where prints are required for operation and
maintenance manuals. Pool Consultant will retain two prints; remainder will be returned.
D.
Samples: Prepare physical units of materials or products, including the following:
1.
Comply with requirements in Division 1 Section "Quality Requirements" for mockups.
2.
Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections
of units showing the full range of colors, textures, and patterns available.
3.
Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the
same material to be used for the Work, cured and finished in manner specified, and
physically identical with the product proposed for use, and that show full range of color and
texture variations expected. Samples include, but are not limited to, the following: partial
sections of manufactured or fabricated components; small cuts or containers of materials;
complete units of repetitively used materials; swatches showing color, texture, and pattern; color
range sets; and components used for independent testing and inspection.
BOHL & ASSOCIATES
July 21, 2014
4.
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c.
5.
6.
Sample source.
Additional Information:
provide the following:
On an attached separate sheet, prepared on Contractor's letterhead,
a.
Size limitations.
b.
Compliance with recognized standards.
c.
Availability.
d.
Delivery time.
Submit Samples for review of kind, color, pattern, and texture for a final check of these
characteristics with other elements and for a comparison of these characteristics between final
submittal and actual component as delivered and installed.
a.
If variation in color, pattern, texture, or other characteristic is inherent in the product
represented by a Sample, submit at least three sets of paired units that show approximate
limits of the variations.
b.
Refer to individual Specification Sections for requirements for Samples that illustrate
workmanship, fabrication techniques, details of assembly, connections, operation, and
similar construction characteristics.
7.
Number of Samples for Initial Selection: Submit one full set of available choices where color,
pattern, texture, or similar characteristics are required to be selected from manufacturer's product
line. Architect will return submittal with options selected.
8.
Number of Samples for Verification: Submit one set of Samples. Architect will retain one Sample
sets; remainder will be returned.
a.
Submit a single Sample where assembly details, workmanship, fabrication techniques,
connections, operation, and other similar characteristics are to be demonstrated.
E.
Delegated-Design Submittal: Comply with requirements in Division 1 Section "Quality Requirements."
F.
Submittals Schedule:
Documentation."
G.
Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures."
H.
Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures."
I.
Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of
the Work, including those who are to furnish products or equipment fabricated to a special design. Use
CSI Form 1.5A., or a form pre approved by the Architect. Include the following information in tabular form:
2.2
Comply with requirements in Division 1 Section "Construction Progress
1.
Name, address, and telephone number of entity performing subcontract or supplying products.
2.
Number and title of related Specification Section(s) covered by subcontract.
3.
Drawing number and detail references, as appropriate, covered by subcontract.
INFORMATIONAL SUBMITTALS
A.
General: Prepare and submit Informational Submittals required by other Specification Sections.
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July 21, 2014
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1.
Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Delete if
specific quantity requirements are included with individual submittal requirements elsewhere in
indicated. Pool Consultant will not return copies.
2.
Certificates and Certifications: Provide a notarized statement that includes signature of entity
responsible for preparing certification. Certificates and certifications shall be signed by an officer or
other individual authorized to sign documents on behalf of that entity.
3.
Test and Inspection Reports:
Requirements."
Comply with requirements in Division 1 Section "Quality
B.
Contractor's Construction Schedule:
Progress Documentation."
Comply with requirements in Division 1 Section "Construction
C.
Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or
person. Include lists of completed projects with project names and addresses, names and addresses of
architects and owners, and other information specified.
D.
Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product
complies with requirements.
E.
Welding Certificates: Prepare written certification that welding procedures and personnel comply with
requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification
Record (PQR) on AWS forms. Include names of firms and personnel certified.
F.
Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard
form, indicating and interpreting test results of material for compliance with requirements.
G.
Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard
form, indicating and interpreting results of field tests performed either during installation of product or after
product is installed in its final location, for compliance with requirements.
H.
Product Test Reports: Prepare written reports indicating current product produced by manufacturer
complies with requirements.
Base reports on evaluation of tests performed by manufacturer and
witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing
agency.
I.
Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal
maintenance of products and equipment. Comply with requirements in Division 1 Section " Operation and
Maintenance Data."
J.
Manufacturer's Instructions: Prepare written or published information that documents manufacturer's
recommendations, guidelines, and procedures for installing or operating a product or equipment. Include
name of product and name, address, and telephone number of manufacturer. Include the following, as
applicable:
1.
Preparation of substrates.
2.
Required substrate tolerances.
3.
Sequence of installation or erection.
4.
Required installation tolerances.
5.
Required adjustments.
4.
Recommendations for cleaning and protection.
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July 21, 2014
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K.
Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or
bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of
deductibles, if any, and term of the coverage.
L.
Material Safety Data Sheets: Submit information directly to Owner. If submitted to Architect, Architect will
not review this information but will return it with no action taken.
PART 3 - EXECUTION
3.1
CONTRACTOR'S REVIEW
A.
Review each submittal and check for compliance with the Contract Documents. Note corrections and field
dimensions. Mark with approval stamp before submitting to Pool Consultant.
B.
Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and
location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's
approval, and statement certifying that submittal has been reviewed, checked, and approved for
compliance with the Contract Documents.
3.2
ARCHITECT'S ACTION
A.
General: Architect will not review submittals that do not bear Contractor's approval stamp and will return
them without action.
B.
Action Submittals: Pool Consultant will review each submittal, make marks to indicate corrections or
modifications required, and return it. Architect will stamp each submittal with an action stamp and will
mark stamp appropriately to indicate action taken:
C.
Informational Submittals: Pool Consultant t will review each submittal and will not return it, or will reject and return
it if it does not comply with requirements. Architect will forward each submittal to appropriate party.
D.
Submittals not required by the Contract Documents will not be reviewed and may be discarded.
BOHL & ASSOCIATES
July 21, 2014
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SECTION 014000
QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section includes administrative and procedural requirements for quality assurance and quality control.
B.
Testing and inspecting services are required to verify compliance with requirements specified or indicated.
These services do not relieve Contractor of responsibility for compliance with the Contract Document
requirements.
C.
1.3
1.4
1.
Specific quality-control requirements for individual construction activities are specified in the
Sections that specify those activities. Requirements in those Sections may also cover production of
standard products.
2.
Specified tests, inspections, and related actions do not limit Contractor's quality-control procedures
that facilitate compliance with the Contract Document requirements.
3.
Requirements for Contractor to provide quality-control services required by Architect, Owner, or
authorities having jurisdiction are not limited by provisions of this Section.
1.
Division 1 Section "Construction Progress Documentation" for developing a schedule of required
tests and inspections.
2.
Division 1 Section "Cutting and Patching" for repair and restoration of construction disturbed by
testing and inspecting activities.
3.
Divisions 2 through 16 Sections for specific test and inspection requirements.
DEFINITIONS
A.
Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of
the Work to guard against defects and deficiencies and ensure that proposed construction complies with
requirements.
B.
Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of
the Work to evaluate that completed construction complies with requirements. Services do not include
contract enforcement activities performed by Pool Consultant.
C.
Mockups: Full-size, physical example assemblies to illustrate finishes and materials. Mockups are used
to verify selections made under Sample submittals, to demonstrate aesthetic effects and, where indicated,
qualities of materials and execution, and to review construction, coordination, testing, or operation; they are
not Samples. Mockups establish the standard by which the Work will be judged.
D.
Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall
mean the same as testing agency.
DELEGATED DESIGN
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A.
Performance and Design Criteria: Where professional design services or certifications by a design professional are
specifically required of Contractor by the Contract Documents, provide products and systems complying with specific
performance and design criteria indicated.
1.
1.5
If criteria indicated are not sufficient to perform services or certification required, submit a written
request for additional information to Pool Consultant.
SUBMITTALS
A.
Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their
capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of
the testing agency by a recognized authority.
B.
Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals,
submit a statement, signed and sealed by the responsible design professional, for each product and
system specifically assigned to Contractor to be designed or certified by a design professional, indicating
that the products and systems are in compliance with performance and design criteria indicated. Include list
of codes, loads, and other factors used in performing these services.
C.
Schedule of Tests and Inspections: Prepare in tabular form and include the following: Specification Section
number and title.
D.
1.
Description of test and inspection.
2.
Identification of applicable standards.
3.
Identification of test and inspection methods.
4.
Number of tests and inspections required.
5.
Time schedule or time span for tests and inspections.
6.
Entity responsible for performing tests and inspections.
7.
Requirements for obtaining samples.
8.
Unique characteristics of each quality-control service.
Reports: Prepare and submit certified written reports that include the following:
1.
Date of issue.
2.
Project title and number.
3.
Name, address, and telephone number of testing agency.
4.
Dates and locations of samples and tests or inspections.
5.
Names of individuals making tests and inspections.
6.
Description of the Work and test and inspection method.
7.
Identification of product and Specification Section.
8.
Complete test or inspection data.
9.
Test and inspection results and an interpretation of test results.
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July 21, 2014
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E.
1.6
10.
Ambient conditions at time of sample taking and testing and inspecting.
11.
Comments or professional opinion on whether tested or i11. Comments or professional opinion on whether tested or
inspected Work complies with the Contract
Document requirements.
12.
Name and signature of laboratory inspector.
13.
Recommendations on retesting and reinspecting.
Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications,
inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments,
correspondence, records, and similar documents, established for compliance with standards and
regulations bearing on performance of the Work.
QUALITY ASSURANCE
A.
Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this
Project and with a record of successful in-service performance, as well as sufficient production capacity to
produce required units.
B.
Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer
who is trained and approved by manufacturer to inspect installation of manufacturer's products that are
similar in material, design, and extent to those indicated for this Project.
C.
Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar
in material, design, and extent to that indicated for this Project, whose work has resulted in construction with
a record of successful in-service performance.
D.
Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those
indicated for this Project and with a record of successful in-service performance.
E.
Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in Oklahoma
and who is experienced in providing engineering services of the kind indicated. Engineering services are
defined as those performed for installations of the system, assembly, or product that are similar to those
indicated for this Project in material, design, and extent.
F.
Specialists: Certain sections of the Specifications require that specific construction activities shall be
performed by entities who are recognized experts in those operations. Specialists shall satisfy
qualification requirements indicated and shall be engaged for the activities indicated.
1.
Requirement for specialists shall not supersede building codes and similar regulations governing
the Work, nor interfere with local trade-union jurisdictional settlements and similar conventions.
G.
Testing Agency Qualifications: An agency with the experience and capability to conduct testing and
inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and
inspections to be performed.
H.
Preconstruction Testing: Testing agency shall perform preconstruction testing for compliance with
specified requirements for performance and test methods.
1.
Contractor responsibilities include the following:
a.
BOHL & ASSOCIATES
July 21, 2014
Provide test specimens and assemblies representative of proposed materials and
construction. Provide sizes and configurations of assemblies to adequately demonstrate
capability of product to comply with performance requirements.
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b.
Submit specimens in a timely manner with sufficient time for testing and analyzing results to
prevent delaying the Work.
c.
Fabricate and install test assemblies using installers who will perform the same tasks for
Project.
d.
When testing is complete, remove assemblies. Provide the Testing Agency with adequate
notice if they are required on site.
2.
1.7
Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and
similar quality-assurance service to Pool Consultant with copy to Contractor. Interpret tests and
inspections and state in each report whether tested and inspected work complies with or deviates
from the Contract Documents.
QUALITY CONTROL
A.
B.
Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will
engage a qualified testing agency to perform these services.
1.
Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies
engaged and a description of the types of testing and inspecting they are engaged to perform.
2.
Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed
to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be
adjusted by Change Order.
Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and
required by authorities having jurisdiction.
1.
Where services are indicated as Contractor's responsibility, engage a qualified testing agency to
perform these quality-control services.
a.
Contractor shall not employ the same entity engaged by Owner, unless agreed to in writing
by Owner.
2.
Notify testing agencies at least 24 hours in advance of time when Work that requires testing or
inspecting will be performed.
3.
Where quality-control services are indicated as Contractor's responsibility, submit a certified written
report, in duplicate, of each quality-control service.
4.
Testing and inspecting requested by Contractor and not required by the Contract Documents are
Contractor's responsibility.
5.
Submit additional copies of each written report directly to authorities having jurisdiction, when they
so direct.
D.
Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to
inspect field-assembled components and equipment installation, including service connections. Report
results in writing.
E.
Retesting/Reinspecting:
Regardless of whether original tests or inspections were Contractor's
responsibility, provide quality-control services, including retesting and reinspecting, for construction that
revised or replaced Work that failed to comply with requirements established by the Contract Documents.
F.
Testing Agency Responsibilities: Cooperate with Pool Consultant and Contractor in performance of duties.
Provide qualified personnel to perform required tests and inspections.
1.
Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work
BOHL & ASSOCIATES
July 21, 2014
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during performance of its services.
G.
H.
2.
Interpret tests and inspections and state in each report whether tested and inspected work
complies with or deviates from requirements.
3.
Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control
service through Contractor.
4.
Do not release, revoke, alter, or increase 5. Do not
Associated Services: Cooperate with agencies performing required tests, inspections, and similar qualitycontrol services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in
advance of operations to permit assignment of personnel. Provide the following:
1.
Access to the Work.
2.
Incidental labor and facilities necessary to facilitate tests and inspections.
3.
Adequate quantities of representative samples of materials that require testing and inspecting.
Assist agency in obtaining samples.
4.
Facilities for storage and field-curing of test samples.
5.
Delivery of samples to testing agencies.
6.
Preliminary design mix proposed for use for material mixes that require control by testing agency.
7.
Security and protection for samples and for testing and inspecting equipment at Project site.
Coordination: Coordinate sequence of activities to accommodate required quality-assurance and qualitycontrol services with a minimum of delay and to avoid necessity of removing and replacing construction to
accommodate testing and inspecting.
1.
I.
Schedule times for tests, inspections, obtaining samples, and similar activities.
Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality-control
services required by the Contract Documents. Submit schedule within 30 days of date established for
commencement of the Work.
1.
Distribution: Distribute schedule to Owner, Pool Consultant testing agencies, and each party involved in
performance of portions of the Work where tests and inspections are required.
PART 3 - EXECUTION
3.1
REPAIR AND PROTECTION
A.
B.
General: On completion of testing, inspecting, sample taking, and similar services, repair damaged
construction and restore substrates and finishes.
1.
Provide materials and comply with installation requirements specified in other Sections of these
Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that
eliminates evidence of patching.
2.
Comply with the Contract Document requirements for Division 1 Section "Cutting and Patching."
Protect construction exposed by or for quality-control service activities.
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July 21, 2014
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C.
Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for
quality-control services.
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July 21, 2014
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SECTION 014200
REFERENCES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
DEFINITIONS
A.
General: Basic Contract definitions are included in the Conditions of the Contract.
B.
Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests,
"approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.
C.
"Directed": A command or instruction by Architect. Other terms including "requested," "authorized,"
"selected," "approved," "required," and "permitted" have the same meaning as "directed."
D.
"Indicated": Requirements expressed by graphic representations or in written form on Drawings, in
Specifications, and in other Contract Documents. Other terms including "shown," "noted,"
"scheduled," and "specified" have the same meaning as "indicated."
E.
"Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and
rules, conventions, and agreements within the construction industry that control performance of the Work.
F.
"Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and
similar operations.
G.
"Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling,
erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and
similar operations.
H.
"Provide": Furnish and install, complete and ready for the intended use.
I.
"Installer": Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Subsubcontractor, to perform a particular construction operation, including installation, erection,
application, and similar operations.
1.
Using a term such as "carpentry" does not imply that certain construction activities must be
performed by accredited or unionized individuals of a corresponding generic name,
such as "carpenter." It also does not imply that requirements specified apply exclusively
to trades people of the corresponding generic name.
J.
"Experienced": When used with an entity, "experienced" means having successfully completed a
minimum of five previous projects similar in size and scope to this Project; being familiar
with special requirements indicated; and having complied with requirements of authorities
having jurisdiction.
K.
"Project Site": Space available for performing construction activities. The extent of Project site is shown
on Drawings and may or may not be identical with the description of the land on which Project is to be
built.
1.3
INDUSTRY STANDARDS
A.
Applicability of Standards:
BOHL & ASSOCIATES
July 21, 2014
Unless the Contract Documents include more stringent requirements,
POOL RESURFACING
applicable construction industry standards have the same force and effect as if bound or copied directly
into the Contract Documents to the extent referenced. Such standards are made a part of the Contract
Documents by reference.
B.
Publication Dates:
otherwise indicated.
C.
Conflicting Requirements: If compliance with two or more standards is specified and the standards
establish different or conflicting requirements for minimum quantities or quality levels, comply
with the most stringent requirement. Refer uncertainties and requirements that are different,
but apparently equal, to Architect for a decision before proceeding.
1.
D.
Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the
minimum provided or performed. The actual installation may comply exactly with the minimum
quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply
with these requirements, indicated numeric values are minimum or maximum, as appropriate, for
the context of requirements. Refer uncertainties to Architect for a decision before proceeding.
Copies of Standards: Each entity engaged in construction on Project must be familiar with industry
standards applicable to its construction activity.
Copies of applicable standards are not
bound with the Contract Documents.
1.
E.
Comply with standards in effect as of date of the Contract Documents, unless
Where copies of standards are needed to perform a required construction activity, obtain copies
directly from publication source and make them available on request.
Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are
used in Specifications or other Contract Documents, they shall mean the recognized name of the
standards and regulations in the following list. Names, telephone numbers, and Web-site addresses are
subject to change and are believed to be accurate and up-to-date as of the date of the Contract
Documents.
ADAAG
CFR
CRD
DOD
Americans with Disabilities Act (ADA)
Accessibility Guidelines for Buildings and Facilities
Available from Access Board
www.access-board.gov
(800) 872-2253
(202) 272-5434
Code of Federal Regulations
Available from Government Printing Office
www.access.gpo.gov/nara/cfr
(888) 293-6498
(202) 512-1530
Handbook for Concrete and Cement
Available from Army Corps of Engineers
Waterways Experiment Station
www.wes.army.mil
Department of Defense Specifications and Standards
Available from Defense Automated Printing Service
www.astimage.daps.dla.mil/online
FED-STD
Federal Standard
(See FS)
FS
Federal Specification
Available from Defense Automated Printing Service
www.astimage.daps.dla.mil/online
(601) 634-2355
(215) 697-6257
(215) 697-6257
Available from General Services Administration
www.fss.gsa.gov/pub/fed-specs.cfm
(202) 619-8925
Available from National Institute of Building Sciences
www.nibs.org
(202) 289-7800
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July 21, 2014
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AUFAS
1.4
Uniform Federal Accessibility Standards
Available from Access Board
www.access-board.gov
(800) 872-2253
(202) 272-5434
ABBREVIATIONS AND ACRONYMS
A.
Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract
Documents, they shall mean the recognized name of the entities in the following list. Names,
telephone numbers, and Web-site addresses are subject to change and are believed to be
accurate and up-to-date as of the date of the Contract Documents.
Private
BOCA BOCA International, Inc.
www.bocai.org
CABO
(708)799-2300
Council of American Building Officials
(See ICC)
IAPMO International Association of Plumbing and Mechanical
Officials (The)
www.iapmo.org
(909)595-8449
ICBO
International Conference of Building Officials
www.icbo.org
(800)284-4406
(562)699-0541
ICC
International Code Council, Inc.
(Formerly: CABO - Council of American Building Officials) www.intlcode.org
(703)931-4533
SBCCI
B.
Southern Building Code Congress International, Inc.
www.sbcci.org
(205)591-1853
Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities in the following list.
Names, telephone numbers, and Web-site addresses are subject to change and are believed to
be accurate and up-to-date as of the date of the Contract Documents.
CE
Army Corps of Engineers
www.usace.army.mil
CPSC
Consumer Product Safety Commission
www.cpsc.gov
(800) 638-27
(301) 504-0990
DOC
Department of Commerce
www.doc.gov
(202) 482-2000
EPA
Environmental Protection Agency
www.epa.gov
(202) 260-2090
FAA
Federal Aviation Administration
www.faa.gov
(202) 366-4000
FDA
Food and Drug Administration
www.fda.gov
(888) 463-6332
GSA
General Services Administration
www.gsa.gov
(202) 708-5082
HUD
Department of Housing and Urban Development
www.hud.gov
(202) 708-1112
BOHL & ASSOCIATES
July 21, 2014
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lLBL
Lawrence Berkeley National Laboratory
www.lbl.gov
NCHRP
National Cooperative Highway Research Program
(See TRB)
NIST
National Institute of Standards and Technology
www.nist.gov
(301) 975-6478
OSHA
Occupational Safety & Health Administration
www.osha.gov
(800) 321-6742
(202) 693-1999
PBS
Public Building Service
(See GSA)
RUS
Rural Utilities Service
(See USDA)
(202) 720-9540
TRB
Transportation Research Board
www.nas.edu/trb
(202) 334-2934
USDA
Department of Agriculture
www.usda.gov
(202) 720-2791
USPS
Postal Service
www.usps.com
(202) 268-2000
C.
(510) 486-5605
State Government Agencies: Where abbreviations and acronyms are used in Specifications or other
Contract Documents, they shall mean the recognized name of the entities in the following list. Names,
telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and
up-to-date as of the date of the Contract Documents.
CAPUC
(See CPUC)
CBHF
State of California, Department of Consumer Affairs
Bureau of Home Furnishings and Thermal Insulation
www.dca.ca.gov/bhfti
(800) 952-5210
(916) 574-2041
CPUC
California Public Utilities Commission
www.cpuc.ca.gov
(415) 703-2782
TFS
Texas Forest Service
Forest Products Laboratory
//txforestservice.tamu.edu
BOHL & ASSOCIATES
July 21, 2014
(936) 639-8180
POOL RESURFACING
SECTION 015000
TEMPORARY FACILITIES AND CONTROLS
1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section includes requirements for temporary facilities and controls, including temporary utilities,
support facilities, and security and protection facilities.
B.
Temporary utilities include, but are not limited to, the following:
C.
D.
1.
Sewers and drainage.
2.
Water service and distribution.
3.
Sanitary facilities, including toilets, wash facilities, and drinking-water facilities.
4.
Heating and cooling facilities.
5.
Ventilation.
6.
Electric power service.
7.
Lighting.
8.
Telephone service.
Support facilities include, but are not limited to, the following:
1.
Project identification and temporary signs.
2.
Waste disposal facilities.
3.
Storage and fabrication sheds.
4.
Lifts and hoists.
5.
Temporary stairs.
6.
Construction aids and miscellaneous services and facilities.
Security and protection facilities include, but are not limited to, the following:
1.
Environmental protection.
2.
Stormwater control.
3.
Tree and plant protection.
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E.
1.3
4.
Barricades, warning signs, and lights.
5.
Covered walkways.
6.
Temporary enclosures.
7.
Temporary partitions.
8.
Fire protection.
1.
Division 1 Section "Submittal Procedures" for procedures for submitting copies of implementation
and termination schedule and utility reports.
2.
Division 1 Section "Execution Requirements" for progress cleaning requirements.
3.
Divisions 2 through 16 for temporary heat, ventilation, and humidity requirements for products in
those Sections.
DEFINITIONS
A.
1.4
Permanent Enclosure: As determined by Pool Consultant, permanent or temporary roofing is complete,
insulated,
and weathertight; exterior walls are insulated and weathertight; and all openings are closed with
permanent construction or substantial temporary closures.
USE CHARGES
A.
General: Cost or use charges for temporary facilities are not chargeable to Owner or Pool Consultant and shall
be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost,
1.
Owner's construction forces.
2.
Occupants of Project.
3.
Pool Consultant.
4.
Testing agencies.
5.
Personnel of authorities having jurisdiction.
B.
Sewer Service: Pay sewer service use charges for sewer usage, by all parties engaged in construction, at
Project site.
C.
Water Service: Use water from Owner's existing water system without metering and without payment of
use charges.
D.
Electric Power Service: Use electric power from Owner's existing system without metering and without
payment of use charges.
1.5
QUALITY ASSURANCE
A.
Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241.
1.
Trade Jurisdictions: Assigned responsibilities for installation and operation of temporary utilities are
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not intended to interfere with trade regulations and union jurisdictions.
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2.
B.
1.6
Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary
electric service. Install service to comply with NFPA 70.
Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility
before use. Obtain required certifications and permits.
PROJECT CONDITIONS
A.
Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of
temporary service to use of permanent service.
1.
B.
Temporary Use of Permanent Facilities: Installer of each permanent service shall assume
responsibility for operation, maintenance, and protection of each permanent service during its use as
a construction facility before Owner's acceptance, regardless of previously assigned
responsibilities.
Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties
engaged in the Work:
1.
Keep temporary services and facilities clean and neat.
2.
Relocate temporary services and facilities as required by progress of the Work.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
General: Provide new materials. Undamaged, previously used materials in serviceable condition may be
used if approved by Architect. Provide materials suitable for use intended.
B.
Portable Chain-Link Fencing: Minimum 2-inch 9-gage, galvanized steel, chain-link fabric fencing;
minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch OD line posts and 2-7/8-inch
OD corner and pull posts, with 1-5/8-inch OD top and bottom rails. Provide concrete or steel bases for
supporting posts.
C.
Lumber and Plywood: Comply with requirements in Division 6 Section "Rough Carpentry."
D.
Gypsum Board: Minimum 1/2 inch thick by 48 inches wide by maximum available lengths; regular-type
panels with tapered edges. Comply with ASTM C 36.
E.
Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with
maximum flame-spread and smoke-developed indices of 25 and 50, respectively.
F.
Paint: Comply with requirements in Division 9 Section "Painting."
G.
Tarpaulins: Fire-resistive labeled with flame-spread rating of 15 or less.
H.
Water: Potable.
2.2
EQUIPMENT
A.
General: Provide equipment suitable for use intended.
B.
Field Offices: Mobile units with lockable entrances, operable windows, and serviceable finishes; heated
and air conditioned; on foundations adequate for normal loading.
C.
Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing agent as indicated
or a combination of extinguishers of NFPA-recommended classes for exposures.
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1.
CoComply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by
location and class of fire exposure.
D.
Self-Contained Toilet Units: Single-occupant units of chemical, aerated recirculation, or combustion type;
vented; fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material.
E.
Drinking-Water Fixtures: Containerized, tap-dispenser, bottled-water drinking-water units, including paper
cup supply.
F.
Heating Equipment: Unless Owner authorizes use of permanent heating system, provide vented, selfcontained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control.
1.
Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is
prohibited.
2.
Heating Units: Listed and labeled, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use for type of fuel being consumed.
G.
Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs
into higher-voltage outlets; equipped with ground-fault circuit interrupters, reset button, and pilot light.
H.
Power Distribution System Circuits: Where permitted and overhead and exposed for surveillance, wiring
circuits, not exceeding 125-V ac, 20-A rating, and lighting circuits may be nonmetallic sheathed cable.
PART 3 - EXECUTION
3.1
INSTALLATION, GENERAL
A.
Locate facilities where they will serve Project adequately and result in minimum interference with
performance of the Work. Relocate and modify facilities as required.
B.
Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not
remove until facilities are no longer needed or are replaced by authorized use of completed permanent
facilities.
3.2
TEMPORARY UTILITY INSTALLATION
A.
B.
General: Engage appropriate local utility company to install temporary service or connect to existing
service. Where utility company provides only part of the service, provide the remainder with matching,
compatible materials and equipment. Comply with utility company recommendations.
1.
Arrange with utility company, Owner, and existing users for time when service can be interrupted, if
necessary, to make connections for temporary services.
2.
Provide adequate capacity at each stage of construction. Before temporary utility is available,
provide trucked-in services.
3.
Obtain easements to bring temporary utilities to Project site where Owner's easements cannot be
used for that purpose.
Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can
be discharged lawfully. If sewers cannot be lawfully used for discharge of effluent, provide containers to
remove and dispose of effluent off-site in a lawful manner.
1.
Filter out excessive soil, construction debris, chemicals, oils, and similar contaminants that might
clog sewers or pollute waterways before discharge.
2.
Connect temporary sewers to municipal system or private system as directed by sewer department
officials.
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C.
D.
3.
Maintain temporary sewers and drainage facilities in a clean, sanitary condition. After heavy use,
restore normal conditions promptly.
4.
Provide temporary filter beds, settlement tanks, separators, and similar devices to purify effluent to
levels acceptable to authorities having jurisdiction.
Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities are
cleaned and maintained in a condition acceptable to Owner. Contractor will be responsible for all costs
associated with connections to the existing service. At Substantial Completion, restore these facilities to
condition existing before initial use.
1.
Provide rubber hoses as necessary to serve Project site.
2.
As soon as water is required at each level, extend service to form a temporary water- and fireprotection standpipe. Provide distribution piping. Space outlets so water can be reached with a
100-foot hose. Provide one hose at each outlet.
3.
Where installations below an outlet might be damaged by spillage or leakage, provide a drip pan of
suitable size to minimize water damage. Drain accumulated water promptly from pans.
4.
Provide pumps to supply a minimum of 30-psi static pressure at highest point. Equip pumps with
surge and storage tanks and automatic controls to supply water uniformly at reasonable pressures.
Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with
regulations and health codes for type, number, location, operation, and maintenance of fixtures and
facilities.
1.
Disposable Supplies: Provide toilet tissue, paper towels, paper cups, and similar disposable
materials for each facility. Maintain adequate supply. Provide covered waste containers for
disposal of used material.
2.
Toilets: Install self-contained toilet units.
facilities for male and female personnel.
3.
Wash Facilities: Install wash facilities supplied with potable water at convenient locations for
personnel who handle materials that require wash up. Dispose of drainage properly. Supply
cleaning compounds appropriate for each type of material handled.
a.
4.
E.
Shield toilets to ensure privacy. Provide separate
Provide safety showers, eyewash fountains, and similar facilities for convenience, safety,
and sanitation of personnel.
Drinking-Water Facilities: Provide bottled-water, drinking-water units.
Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing
or drying of completed installations or for protecting installed construction from adverse effects of low
temperatures or high humidity. Select equipment from that specified that will not have a harmful effect on
completed installations or elements being installed.
1.
Maintain a minimum temperature of 45 deg F in permanently enclosed portions of building for
normal construction activities, and 55 deg F for finishing activities and areas where finished Work has
been installed.
F.
Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for
curing or drying of completed installations or for protecting installed construction from adverse effects of high
humidity.
Select equipment from that specified that will not have a harmful effect on completed
installations or elements being installed. Coordinate ventilation requirements to produce ambient condition
required and minimize energy consumption.
G.
Electric Power Service: Use of Owner's existing electric power service will be permitted, as long as
equipment is maintained in a condition acceptable to Owner and does not interfere with operations
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Contractor will be responsible for all costs associated with connections to the existing service.
H.
I.
Electric Distribution: Provide receptacle outlets adequate for connection of power tools and equipment.
1.
Provide waterproof connectors to connect separate lengths of electrical power cords if single
lengths will not reach areas where construction activities are in progress. Do not exceed safe
length-voltage ratio.
2.
Provide warning signs at power outlets other than 110 to 120 V.
3.
Provide metal conduit, tubing, or metallic cable for wiring exposed to possible damage. Provide
rigid steel conduits for wiring exposed on grades, floors, decks, or other traffic areas.
4.
Provide metal conduit enclosures or boxes for wiring devices.
5.
Provide 4-gang outlets, spaced so 100-foot extension cord can reach each area for power hand
tools and task lighting. Provide a separate 125-V ac, 20-A circuit for each outlet.
Lighting: Provide temporary lighting with local switching that provides adequate illumination for
construction operations and traffic conditions.
1.
J.
Install and operate temporary lighting that fulfills security and protection requirements without
operating entire system.
Telephone Service: Provide temporary telephone service throughout construction period for common-use
facilities used by all personnel engaged in construction activities. Install separate telephone line for each
field office and first-aid station. All telephone service will be at Contractor’s expense.
1.
Provide additional telephone lines for the following:
a.
2.
3.
3.3
Provide a dedicated telephone line for each facsimile machine and computer with modem in
each field office.
At each telephone, post a list of important telephone numbers.
a.
Police and fire departments.
b.
Ambulance service.
Provide an answering machine or voice-mail service on superintendent's telephone.
SUPPORT FACILITIES INSTALLATION
A.
B.
General: Comply with the following:
1.
Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support
facilities for easy access.
2.
Provide incombustible construction for offices, shops, and sheds located within construction area or
within 30 feet of building lines. Comply with NFPA 241.
3.
Maintain support facilities until near Substantial Completion. Remove at Substantial Completion.
Personnel remaining after Substantial Completion will not be permitted to use permanent facilities,
unless arrangements are made with the Owner's Representative.
Project Identification and Temporary Signs: Prepare Project identification and other signs in sizes
indicated. Install signs where indicated to inform public and persons seeking entrance to Project. Do not
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permit installation of unauthorized signs.
1.
C.
D.
All signs and materials are to be pre approved by the Owner and Pool Consultant.
Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from
construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste
materials separately from other waste. Comply with Division 1 Section "Execution Requirements" for
progress cleaning requirements.
1.
If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each
type of waste material to be deposited.
2.
Develop a waste management plan for Work performed on Project. Indicate types of waste
materials Project will produce and estimate quantities of each type. Provide detailed information for
on-site waste storage and separation of recyclable materials. Provide information on destination of
each type of waste material and means to be used to dispose of all waste materials.
Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials
and equipment involved, including temporary utility services. Sheds may be open shelters or fully
enclosed spaces within building or elsewhere on-site.
1.
All storage and fabrication structures must be pre approved by the Owner and Pool Consultant.
E.
Lifts and Hoists: Provide facilities for hoisting materials and personnel. Truck cranes and similar devices
used for hoisting materials are considered "tools and equipment" and not temporary facilities.
F.
Temporary Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not
adequate. Cover finished, permanent stairs with protective covering of plywood or similar material so
finishes will be undamaged at time of acceptance.
3.4
SECURITY AND PROTECTION FACILITIES INSTALLATION
A.
Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in
ways and by methods that comply with environmental regulations and that minimize possible air,
waterway, and subsoil contamination or pollution or other undesirable effects. Avoid using tools and
equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will
minimize complaints from persons or firms near Project site.
B.
Stormwater Control: Provide earthen embankments and similar barriers in and around excavations and
subgrade construction, sufficient to prevent flooding by runoff of stormwater from heavy rains.
C.
Tree and Plant Protection: Protect all trees and plants not otherwise scheduled for removal and/or
replacement. Trees and plants not otherwise scheduled for removal and/or replacement that are damaged by
construction activities shall be replaced and no cost to the Owner.
D.
Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas
of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and
similar violations of security.
E.
Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting
structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform
personnel and public of possible hazard. Where appropriate and needed, provide lighting, including
flashing red or amber lights.
1.
F.
For safety barriers, sidewalk bridges, and similar uses, provide minimum 5/8-inch thick exterior
plywood.
Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and
completed, from exposure, foul weather, other construction operations from exposure construction
operations and similar activities. Provide temporary airtight enclosure for pool area.
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G.
1.
Where heating or cooling is needed and permanent enclosure is not complete, provide insulated
temporary enclosures. Coordinate enclosure with ventilating and material drying or curing
requirements to avoid dangerous conditions and effects.
2.
For temporary wood or plywood enclosures, use fire-retardant-treated material for framing and
main sheathing.
3.
Erect temporary enclosures at a distance from the exterior wall that will allow adequate working
room. Coordinate required distance with the Owner so that Owner’s moving of equipment will be to
an adequate distance.
4.
Erect temporary enclosures prior to beginning of demolition activities. Encapsulate light fixtures with
plastic sheeting.
5.
Temporary enclosures to be constructed as follows as a minimum:
a.
2x4 plates with 2x4 studs at 24” o.c.
b.
½” plywood over polyethylene sheeting on exterior face of studs.
c.
Attach top plate to existing ceiling grid. Following removal of temporary partition, plug holes
in existing ceiling grid with plastic plugs of color to match grid.
d.
Provide measures for sealing partition to existing construction to greatest extent possible
without causing damage to existing surfaces / materials.
6.
Temporary enclosures shall remain in place until such time that new exterior wall construction,
including windows and doors, is in place and the building is securable.
Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install and
maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and
controllable fire losses. Comply with NFPA 241.
1.
3.5
Provide fire extinguishers, installed on walls on mounting brackets, visible and accessible from
space being served, with sign mounted above.
a.
Field Offices: Class A stored-pressure water-type extinguishers.
b.
Other Locations: Class ABC dry-chemical extinguishers or a combination of extinguishers
of NFPA-recommended classes for exposures.
c.
Locate fire extinguishers where convenient and effective for their intended purpose; provide
not less than one extinguisher on each floor at or near each usable stairwell.
2.
Store combustible materials in containers in fire-safe locations.
3.
Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire-protection facilities,
stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure
areas.
4.
Supervise welding operations, combustion-type temporary heating units, and similar sources of fire
ignition.
5.
Develop and supervise an overall fire-prevention and first-aid fire-protection program for personnel
at Project site. Review needs with local fire department and establish procedures to be followed.
Instruct personnel in methods and procedures. Post warnings and information.
OPERATION, TERMINATION, AND REMOVAL
A.
Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit
availability of temporary facilities to essential and intended uses.
B.
Maintenance: Maintain facilities in good operating condition until removal. Protect from damage caused
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by freezing temperatures and similar elements.
1.
Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and
similar facilities on a 24-hour basis where required to achieve indicated results and to avoid
possibility of damage.
2.
Prevent water-filled piping from freezing. Maintain markers for underground lines. Protect from
damage during excavation operations.
C.
Temporary Facility Changeover: Except for using permanent fire protection as soon as available, do not
change over from using temporary security and protection facilities to permanent facilities until Substantial
Completion.
D.
Termination and Removal: Remove each temporary facility when need for its service has ended, when it
has been replaced by authorized use of a permanent facility, or no later than Substantial Completion.
Complete or, if necessary, restore permanent construction that may have been delayed because of
interference with temporary facility.
Repair damaged Work, clean exposed surfaces, and replace
construction that cannot be satisfactorily repaired.
1.
Materials and facilities that constitute temporary facilities are the property of Contractor.
2.
At Substantial Completion, clean and renovate permanent facilities used during construction period.
Comply with final cleaning requirements in Division 1 Section "Closeout Procedures."
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SECTION 016000
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section includes the following administrative and procedural requirements: selection of products for
use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products;
special warranties; product substitutions; and comparable products.
B.
1.3
1.
Division 1 Section "References" for applicable industry standards for products specified.
2.
Division 1 Section "Closeout Procedures" for submitting warranties for contract closeout.
3.
Divisions 2 through 16 Sections for specific requirements for warranties on products and
installations specified to be warranted.
DEFINITIONS
A.
Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from
previously purchased stock. The term "product" includes the terms "material," "equipment,"
"system," and terms of similar intent.
1.
Named Products: Items identified by manufacturer's product name, including make or model
number or other designation, shown or listed in manufacturer's published product
literature, that is current as of date of the Contract Documents.
2.
New Products: Items that have not previously been incorporated into another project or facility,
except that products consisting of recycled-content materials are allowed, unless
explicitly stated otherwise. Products salvaged or recycled from other projects are not
considered new products.
3.
Comparable Product: Product that is demonstrated and approved through submittal process, or
where indicated as a product substitution, to have the indicated qualities related to type,
function, dimension, in-service performance, physical properties, appearance, and
other characteristics that equal or exceed those of specified product.
B.
Substitutions: Changes in products, materials, equipment, and methods of construction from those
required by the Contract Documents and proposed by Contractor.
C.
Basis-of-Design Product Specification: Where a specific manufacturer's product is named and
accompanied by the words "basis of design," including make or model number or other
designation, to establish the significant qualities related to type, function, dimension, inservice performance, physical properties, appearance, and other characteristics for purposes
of evaluating comparable products of other named manufacturers.
D.
Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular
product and specifically endorsed by manufacturer to Owner.
E.
Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to
extend time limit provided by manufacturer's warranty or to provide more rights for Owner.
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ies of each request for consideration. Identify product or fabrication or installation method to be replaced.
Include Specification Section number and title and Drawing numbers and titles.
1.
Substitution Request Form: Use Request for Substitution Form in Section 002200.
2.
Documentation:
applicable:
3.
B.
1.5
Show compliance with requirements for substitutions and the following, as
a.
Coordination information, including a list of changes or modifications needed to other parts
of the Work and to construction performed by Owner and separate contractors,
that will be necessary to accommodate proposed substitution.
b.
Detailed comparison of significant qualities of proposed substitution with those of the Work
specified. Significant qualities may include attributes such as performance,
weight, size, durability, visual effect, and specific features and requirements
indicated.
c.
Product Data, including drawings and descriptions of products and fabrication and
installation procedures.
d.
Samples, where applicable or requested.
e.
List of similar installations for completed projects with project names and addresses and
names and addresses of architects and owners.
f.
Cost information, including a proposal of change, if any, in the Contract Sum.
g.
Contractor's certification that proposed substitution complies with requirements in the
Contract Documents and is appropriate for applications indicated.
h.
Contractor's waiver of rights to additional payment or time that may subsequently become
necessary because of failure of proposed substitution to produce indicated results.
Pool Consultant 's Action: If necessary, Architect will request additional information or documentation
for evaluation. Architect will notify Contractor of acceptance or rejection of proposed substitution in an
Addendum.
a.
Form of Acceptance: Addendum.
b.
Use product specified if Architect cannot make a decision on use of a proposed substitution
prior to bid date.
Basis-of-Design Product Specification Submittal: Comply with requirements in Division 1 Section
"Submittal Procedures." Show compliance with requirements.
QUALITY ASSURANCE
A.
1.6
Compatibility of Options: If Contractor is given option of selecting between two or more products for use
on Project, product selected shall be compatible with products previously selected, even if previously
selected products were also options.
PRODUCT DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and
loss, including theft. Comply with manufacturer's written instructions.
1.
Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of
construction spaces.
2.
Deliver products to Project site in an undamaged condition in manufacturer's original sealed
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container or other packaging system, complete with labels and instructions for handling, storing,
unpacking, protecting, and installing.
B.
1.7
3.
Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that
products are undamaged and properly protected.
4.
Store products to allow for inspection and measurement of quantity or counting of units.
5.
Store materials in a manner that will not endanger Project structure.
6.
Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation.
7.
Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and
weather-protection requirements for storage.
8.
Protect stored products from damage.
Storage: Provide a secure location and enclosure at Project site for storage of materials and equipment by
Owner's construction forces. Coordinate location with Owner.
PRODUCT WARRANTIES
A.
Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties
required by the Contract Documents. Manufacturer's disclaimers and limitations on product
warranties do not relieve Contractor of obligations under requirements of the Contract
Documents.
B.
Special Warranties: Prepare a written document that contains appropriate terms and identification, ready
for execution. Submit a draft for approval before final execution.
C.
1.
Manufacturer's Standard Form:
executed.
Modified to include Project-specific information and properly
2.
Refer to Divisions 2 through 16 Sections for specific content requirements and particular
requirements for submitting special warranties.
Submittal Time: Comply with requirements in Division 1 Section "Closeout Procedures."
PART 2 - PRODUCTS
2.1
PRODUCT OPTIONS
A.
General Product Requirements: Provide products that comply with the Contract Documents, that are
undamaged, and unless otherwise indicated, that are new at time of installation.
1.
Provide products complete with accessories, trim, finish, fasteners, and other items needed for a
complete installation and indicated use and effect.
2.
Standard Products: If available, and unless custom products or nonstandard options are specified,
provide standard products of types that have been produced and used successfully in similar
situations on other projects.
3.
Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Contract Documents.
4.
Where products are accompanied by the term "as selected," Pool Consultant will make selection.
5.
Where products are accompanied by the term "match sample," sample to be matched is
Architect's.
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6.
B.
2.2
Descriptive, performance, and reference standard requirements in the Specifications establish
"salient characteristics" of products.
Product Selection Procedures: Procedures for product selection include the following:
1.
Product: Where Specification paragraphs or subparagraphs titled "Product" name a single product
and manufacturer, provide the product named.
2.
Manufacturer/Source: Where Specification paragraphs or subparagraphs titled "Manufacturer" or
"Source" name single manufacturers or sources, provide a product by the manufacturer or from the
source named that complies with requirements.
3.
Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of
names of both products and manufacturers, provide one of the products listed that complies with
requirements.
4.
Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce
a list of manufacturers' names, provide a product by one of the manufacturers listed that complies
with requirements.
5.
Available Products: Where Specification paragraphs or subparagraphs titled "Available Products"
introduce a list of names of both products and manufacturers, provide one of the products listed or
another product that complies with requirements.
Comply with provisions in "Comparable
Products" Article to obtain approval for use of an unnamed product.
6.
Available Manufacturers: Where Specification paragraphs or subparagraphs titled "Available
Manufacturers" introduce a list of manufacturers' names, provide a product by one of the
manufacturers listed or another manufacturer that complies with requirements.
Comply with
provisions in "Comparable Products" Article to obtain approval for use of an unnamed product.
7.
Product Options: Where Specification paragraphs titled "Product Options" indicate that size,
profiles, and dimensional requirements on Drawings are based on a specific product or system,
provide either the specific product or system indicated or a comparable product or system by
another manufacturer. Comply with provisions in "Product Substitutions" Article.
8.
Basis-of-Design Products: Where Specification paragraphs or subparagraphs titled "Basis -ofDesign Products" are included and also introduce or refer to a list of manufacturers' names, provide
either the specified product or a comparable product by one of the other named manufacturers.
Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are
based on the product named. Comply with provisions in "Comparable Products" Article to obtain
approval for use of an unnamed product .Allowances: Refer to individual Specification Sections and
"Allowance" provisions in Division 1 for allowances that control product selection and for
procedures required for processing such selections.
PRODUCT SUBSTITUTIONS
A.
Timing: Pool Consultant will consider requests for substitution if received 10 calendar days prior to the bid date.
Requests received after that time may be considered or rejected at discretion of Pool Consultant and/or Owner.
B.
Conditions: Pool Consultant will consider Contractor's request for substitution when the following conditions are
satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to
record noncompliance with these requirements:
1.
Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or
other considerations, after deducting additional responsibilities Owner must assume. Owner's
additional responsibilities may include compensation to Pool Consultant for redesign and
evaluation services, increased cost of other construction by Owner, and similar considerations.
2.
Requested substitution does not require extensive revisions to the Contract Documents.
3.
Requested substitution is consistent with the Contract Documents and will produce indicated
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July 21, 2014
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results.
4.
Substitution request is fully documented and properly submitted.
5.
Requested substitution will not adversely affect Contractor's Construction Schedule.
6.
Requested substitution has received necessary approvals of authorities having jurisdiction.
7.
Requested substitution is compatible with other portions of the Work.
8.
Requested substitution has been coordinated with other portions of the Work.
9.
Requested substitution provides specified warranty.
C.
2.3
All Requests for substituting must be submitted on in Section 002200 on the "Request for Substitution
Form".
COMPARABLE PRODUCTS
A.
Where products or manufacturers are specified by name, submit the following, in addition to other required
submittals, to obtain approval of an unnamed product:
1.
Evidence that the proposed product does not require extensive revisions to the Contract
Documents, that it is consistent with the Contract Documents and will produce the indicated
results, and that it is compatible with other portions of the Work.
2.
Detailed comparison of significant qualities of proposed product with those named in the
Specifications. Significant qualities include attributes such as performance, weight, size, durability,
visual effect, and specific features and requirements indicated.
3.
Evidence that proposed product provides specified warranty.
4.
List of similar installations for completed projects with project names and addresses and names
and addresses of architects and owners, if requested.
5.
Samples, if requested.
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SECTION 017000
EXECUTION REQUIREMENTS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
B.
1.3
This Section includes general procedural requirements governing execution of the Work including, but not
limited to, the following:
1.
Construction layout.
2.
Field engineering and surveying.
3.
General installation of products.
4.
Progress cleaning.
5.
Starting and adjusting.
6.
Protection of installed construction.
7.
Correction of the Work.
1.
Division 1 Section "Project Management and Coordination" for procedures for coordinating field
engineering with other construction activities.
2.
Division 1 Section "Cutting and Patching" for procedural requirements for cutting and patching
necessary for the installation or performance of other components of the Work.
3.
Division 1 Section "Closeout Procedures" for submitting final property survey with Project Record
Documents, recording of Owner-accepted deviations from indicated lines and levels, and final
cleaning.
SUBMITTALS
A.
Qualification Data: For land surveyor to demonstrate their capabilities and experience. Include lists of
completed projects with project names and addresses, names and addresses of Pool Consultant and
owners, and other information specified.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Existing Conditions: The existence and location of site improvements, utilities, and other construction
indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and
location of mechanical and electrical systems and other construction affecting the Work.
1.
Before construction, verify the location and points of connection of utility services.
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July 21, 2014
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B.
C.
Existing Utilities: The existence and location of underground and other utilities and construction indicated
as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and
location of both public and private underground utilities and other construction affecting the Work.
1.
Before construction, verify the location and invert elevation at points of connection of sanitary
sewer, storm sewer, and water-service piping; and underground electrical services.
2.
Furnish location data for work related to Project that must be performed by public utilities serving
Project site.
Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present
where indicated, for compliance with requirements for installation tolerances and other conditions affecting
performance. Record observations.
1.
3.2
Written Report: Where a written report listing conditions detrimental to performance of the Work is
required by other Sections, include the following:
a.
Description of the Work.
b.
List of detrimental conditions, including substrates.
c.
List of unacceptable installation tolerances.
d.
Recommended corrections.
2.
Verify compatibility with and suitability of substrates, including compatibility with existing finishes or
primers.
3.
Examine roughing-in for mechanical and electrical systems to verify actual locations of connections
before equipment and fixture installation.
4.
Examine walls, floors, and roofs for suitable conditions where products and systems are to be
installed.
5.
Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with
the Work indicates acceptance of surfaces and conditions.
PREPARATION
A.
Existing Utility Information: Furnish information to local utility and Owner that is necessary to adjust, move,
or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or
affected by construction. Coordinate with authorities having jurisdiction.
B.
Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless
permitted under the following conditions and then only after arranging to provide temporary utility services
according to requirements indicated:
C.
1.
Coordinate with Pool Consultant and Owner not less than 10 days in advance of proposed utility
interruptions.
2.
Do not proceed with utility interruptions without Owner's written permission.
3.
Prior to proceeding with any utility work, Contractor shall conduct a Pre-Construction meeting
regarding such work with the Owner, Pool Consultant, and utility companies as required by other
sections of this project manual. A detailed utility phasing and cross-over plan will be developed
from that meeting that shall be adhered to.
Field Measurements:
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Take field measurements as required to fit the Work properly.
Recheck
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measurements before installing each product. Where portions of the Work are indicated to fit to other
construction, verify dimensions of other construction by field measurements before fabrication. Coordinate
fabrication schedule with construction progress to avoid delaying the Work.
D.
Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on
Drawings.
E.
Review of Contract Documents and Field Conditions: Immediately on discovery of the need for
clarification of the Contract Documents, submit a request for information to Pool Consultant. Include a
detailed description of problem encountered, together with recommendations for changing the
Contract Documents. Submit requests on CSI Form 13.2A, "Request for Interpretation," or alternate
forms preapproved by the Pool Consultant.
3.3
CONSTRUCTION LAYOUT
A.
Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in
relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect
promptly.
B.
Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil
placement, utility slopes, and invert elevations.
C.
Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations,
column grids, and floor levels, including those required for mechanical and electrical work. Transfer
survey markings and elevations for use with control lines and levels.
3.4
INSTALLATION
A.
General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as
indicated.
1.
Make vertical work plumb and make horizontal work level.
2.
Where space is limited, install components to maximize space available for maintenance and ease
of removal for replacement.
3.
Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.
B.
Comply with manufacturer's written instructions and recommendations for installing products in
applications indicated.
C.
Install products at the time and under conditions that will ensure the best possible results. Maintain
conditions required for product performance until Substantial Completion.
D.
Conduct construction operations so no part of the Work is subjected to damaging operations or loading in
excess of that expected during normal conditions of occupancy.
E.
Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
F.
Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in
place, accurately located and aligned with other portions of the Work.
G.
1.
Mounting Heights: Where mounting heights are not indicated, mount components at heights
directed by Architect.
2.
Allow for building movement, including thermal expansion and contraction.
Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange
joints for the best visual effect. Fit exposed connections together to form hairline joints.
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H.
3.5
Hazardous Materials:
hazardous.
Use products, cleaners, and installation materials that are not considered
PROGRESS CLEANING
A.
B.
C.
General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning
for joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of
materials lawfully.
1.
Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.
2.
Do not hold materials more than 7 days during normal weather or 3 days if the temperature is
expected to rise above 80 deg F.
3.
Containerize hazardous and unsanitary waste materials separately from other waste.
containers appropriately and dispose of legally, according to regulations.
Mark
Site: Maintain Project site free of waste materials and debris.
a.
Clean public drives and roadways daily.
b.
Manage construction waste materials and debris in a manner which will not allow the wind
to blow them off site.
Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper
execution of the Work.
1.
Remove liquid spills promptly.
2.
Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work
area, as appropriate.
D.
Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of
manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If
specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health
or property and that will not damage exposed surfaces.
E.
Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
F.
Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage
and deterioration at time of Substantial Completion.
G.
Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely
remove paint, mortar, oils, putty, and similar materials.
1.
Thoroughly clean piping, conduit, and similar features before applying paint or other finishing
materials. Restore damaged pipe covering to its original condition.
H.
Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste
materials down sewers or into waterways will not be permitted.
I.
During handling and installation, clean and protect construction in progress and adjoining materials already
in place. Apply protective covering where required to ensure protection from damage or deterioration at
Substantial Completion.
J.
Clean and provide maintenance on completed construction as frequently as necessary through the
remainder of the construction period. Adjust and lubricate operable components to ensure operability
without damaging effects.
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July 21, 2014
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K.
3.6
Limiting Exposures: Supervise construction operations to assure that no part of the construction,
completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure
during the construction period.
STARTING AND ADJUSTING
A.
Start equipment and operating components to confirm proper operation. Remove malfunctioning units,
replace with new units, and retest.
B.
Adjust operating components for proper operation without binding. Adjust equipment for proper operation.
C.
Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace
damaged and malfunctioning controls and equipment.
D.
Manufacturer's Field Service: If a factory-authorized service representative is required to inspect fieldassembled components and equipment installation, comply with qualification requirements in Division 1
Section "Quality Requirements."
3.7
PROTECTION OF INSTALLED CONSTRUCTION
A.
Provide final protection and maintain conditions that ensure installed Work is without damage or
deterioration at time of Substantial Completion.
B.
Comply with manufacturer's written instructions for temperature and relative humidity.
3.8
CORRECTION OF THE WORK
A.
Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply
with requirements in Division 1 Section "Cutting and Patching."
1.
Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with
matching materials, and properly adjusting operating equipment.
B.
Restore permanent facilities used during construction to their specified condition.
C.
Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without
visible evidence of repair.
D.
Repair components that do not operate properly. Remove and replace operating components that cannot
be repaired.
E.
Remove and replace chipped, scratched, and broken glass or reflective surfaces.
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July 21, 2014
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SECTION 017310
CUTTING AND PATCHING
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
This Section includes procedural requirements for cutting and patching.
B.
1.3
1.
Division 1 Section "Selective Demolition" for demolition of selected portions of the building for
alterations.
2.
Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and
patching individual parts of the Work.
DEFINITIONS
A.
Cutting: Removal of existing construction necessary to permit installation or performance of other Work.
B.
Patching: Fitting and repair work required to restore surfaces to original conditions after installation of
other Work.
1.4
SUBMITTALS
A.
1.5
Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before the time
cutting and patching will be performed, requesting approval to proceed. Include the following information:
1.
Extent: Describe cutting and patching, show how they will be performed, and indicate why they
cannot be avoided.
2.
Changes to Existing Construction: Describe anticipated results. Include changes to structural
elements and operating components as well as changes in building’s appearance and other
significant visual elements.
3.
Products: List products to be used and firms or entities that will perform the Work.
4.
Dates: Indicate when cutting and patching will be performed.
5.
Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will
be relocated and those that will be temporarily out of service. Indicate how long service will be
disrupted.
6.
Structural Elements: Where cutting and patching involve modifying structural elements, submit
details and engineering calculations showing integration of modification with the original structure,
stamped by a Professional Engineer licensed in the state of Kansas.
7.
Pool Consultant’s Approval: Obtain approval of cutting and patching proposal before cutting and patching.
Approval does not waive the right to later require removal and replacement of unsatisfactory work.
QUALITY ASSURANCE
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July 21, 2014
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A.
Structural Elements: Do not cut and patch structural elements in a manner that could change their loadcarrying capacity or load-deflection ratio.
1.
B.
C.
D.
1.6
Refer questions over systems believed to be structural to the Architect.
Operational Elements: Do not cut and patch the following operating elements and related components in a
manner that results in reducing their capacity to perform as intended or that results in increased
maintenance or decreased operational life or safety.
1.
Primary operational systems and equipment.
2.
Air or smoke barriers.
3.
Fire-protection systems.
4.
Control systems.
5.
Communication systems.
6.
Conveying systems.
7.
Electrical wiring systems.
Miscellaneous Elements: Do not cut and patch the following elements or related components in a manner
that could change their load-carrying capacity, that results in reducing their capacity to perform as
intended, or that results in increased maintenance or decreased operational life or safety.
1.
Water, moisture, or vapor barriers.
2.
Membranes and flashings.
3.
Exterior curtain-wall construction.
4.
Equipment supports.
5.
Piping, ductwork, vessels, and equipment.
6.
Noise- and vibration-control elements and systems.
Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of
cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in
a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace
construction that has been cut and patched in a visually unsatisfactory manner.
WARRANTY
A.
Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during
cutting and patching operations, by methods and with materials so as not to void existing warranties.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
General: Comply with requirements specified in other Sections of these Specifications.
B.
Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that
visually match existing adjacent surfaces to the fullest extent possible.
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July 21, 2014
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1.
If identical materials are unavailable or cannot be used, use materials that, when installed, will
match the visual and functional performance of existing materials.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
3.2
Examine surfaces to be cut and patched and conditions under which cutting and patching are to be
performed.
1.
Compatibility: Before patching, verify compatibility with and suitability of substrates, including
compatibility with existing finishes or primers.
2.
Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.
PREPARATION
A.
Temporary Support: Provide temporary support of Work to be cut.
B.
Protection: Protect existing construction during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for portions of Project that might be exposed during cutting
and patching operations.
C.
Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining
areas.
D.
Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass
such services before cutting to avoid interruption of services to occupied areas.
3.3
PERFORMANCE
A.
General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at
the earliest feasible time, and complete without delay.
1.
B.
Cut existing construction to provide for installation of other components or performance of other
construction, and subsequently patch as required to restore surfaces to their original condition.
Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations,
including excavation, using methods least likely to damage elements retained or adjoining construction. If
possible, review proposed procedures with original Installer; comply with original Installer's written
recommendations.
1.
In general, use hand or small power tools designed for sawing and grinding, not hammering and
chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum
disturbance of adjacent surfaces. Temporarily cover openings when not in use.
2.
Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
3.
Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core
drill.
4.
Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where
required by cutting and patching operations.
5.
Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed.
Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or
other foreign matter after cutting.
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July 21, 2014
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6.
C.
Proceed with patching after construction operations requiring cutting are complete.
Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following
performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials
and comply with installation requirements specified in other Sections of these Specifications.
1.
Inspection: Where feasible, test and inspect patched areas after completion to demonstrate
integrity of installation.
2.
Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into
retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.
3.
Floors and Walls: Where walls or partitions that are removed extend one finished area into
another, patch and repair floor and wall surfaces in the new space. Provide an even surface of
uniform finish, color, texture, and appearance. Remove existing floor and wall coverings and
replace with new materials, if necessary, to achieve uniform color and appearance.
a.
Where patching occurs in a painted surface, apply primer and intermediate paint coats over
the patch and apply final paint coat over entire unbroken surface containing the patch.
Provide additional coats until patch blends with adjacent surfaces.
4.
Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane surface
of uniform appearance.
5.
Exterior Building Enclosure:
weathertight condition.
BOHL & ASSOCIATES
July 21, 2014
Patch components in a manner that restores enclosure to a
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SECTION 017700
CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
B.
1.3
This Section includes administrative and procedural requirements for contract closeout,
1.
Inspection procedures.
2.
Warranties.
3.
Final cleaning.
1.
Division 1 Section "Payment Procedures" for requirements for Applications for Payment
for Substantial and Final Completion.
2.
Division 1 Section "Execution Requirements" for progress cleaning of Project site.
3.
Division 1 Section "Project Record Documents" for submitting Record Drawings, Record
Specifications, and Record Product Data.
4.
Division 1 Section "Operation and Maintenance Data" for operation and maintenance
manual requirements.
5.
Divisions 2 through 16 Sections for specific closeout and special cleaning requirements
for products of those Sections.
SUBSTANTIAL COMPLETION
A.
Preliminary Procedures: Before requesting inspection for determining date of Substantial
Completion, complete the following. List items below that are incomplete in request.
1.
Prepare a list of items to be completed and corrected (punch list).
2.
Advise Owner of pending insurance changeover requirements.
3.
Submit specific warranties, workmanship bonds, maintenance service agreements, final
certifications, and similar documents.
4.
Obtain and submit releases permitting Owner unrestricted use of the Work and access to
services and utilities. Include final occupancy permits, operating certificates, and similar
releases.
5.
Prepare and submit Project Record Documents, operation and maintenance manuals,
damage or settlement surveys, property surveys, and similar final record information.
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July 21, 2014
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B.
1.4
6.
Deliver tools, spare parts, extra materials, and similar items to location designated by
Owner. Label with manufacturer's name and model number where applicable.
7.
Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's
personnel of changeover in security provisions.
8.
Complete startup testing of systems.
9.
Submit test/adjust/balance records.
10.
Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
11.
Coordinate with Owner for the changeover in heat and other utilities.
12.
Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
13.
Complete final cleaning requirements, including touchup painting.
14.
Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
Inspection: Submit a written request for inspection for Substantial Completion. On receipt of
request, Pool Consultant will either proceed with inspection or notify Contractor of
unfulfilled requirements. Pool Consultant will prepare the Certificate of Substantial Completion after
inspection or will notify Contractor of items, either on Contractor's list or additional items
identified by Architect, that must be completed or corrected before certificate will be issued.
1.
Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
2.
Results of completed inspection will form the initial list of requirements for Final
Completion.
3.
In the event that the Pool Consultant or his consultants conduct an inspection based on
assurances received from the Contractor that the work is substantially completed as
previously described herein and find that the work is significantly deficient in that regard,
the Pool Consultant shall serve written notice on the Contractor that the costs of
repeated inspections required by continued deficiencies in the completeness of work
shall be borne by the Contractor. Such costs shall be deducted from the Contract
Sum by appropriate Change Order prior to Final Acceptance and shall be paid by the
Owner to the Pool Consultant. The costs associated with the Substantial Completion
inspection and Final Acceptance reinspection normally required of the Pool Consultant and
his consultants for the work or designated portions thereof shall not be included.
FINAL COMPLETION
A.
Preliminary Procedures: Before requesting final inspection for determining date of Final
Completion, complete the following:
1.
Submit a final Application for Payment according to Division 1 Section "Payment
Procedures."
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2.
Submit updated final statement, accounting for additio2. Submit updated final statement, accounting for
additional (final) charges to Contract Sum.
B.
3.
Submit a photocopy of each punch list, checked and annotated by the Contractor's
personnel to indicate how each item has been completed or otherwise resolved for
acceptance or if not yet completed, explaining circumstances. Annotated copies are to
be signed and dated by person(s) conducting Contractor's inspection.
4.
Submit final meter readings for utilities, measured record of stored fuel, and similar data
as of time of substantial completion or when Owner took possession of and responsibility
for corresponding elements of the work.
5.
Submit consent of surety.
6.
Review and submit evidence of final, continuing insurance coverage complying with
insurance requirements.
Reinspection Procedure: upon receipt of Contractor's notice that work has been completed,
including punch list items resulting from earlier inspections, and excepting incomplete items
delayed because of acceptable circumstances, Architect will reinspect work. Upon completion of
reinspection, Architect will either prepare certificate of final acceptance or advise Contractor of
work not completed or obligations not fulfilled as required for final acceptance.
1. The same conditions stipulated in 017700 / 1.3 / B.3 are applicable to additional A/E
inspection services required due to deficiencies in the completeness of the punch list items for
Final Acceptance.
1.5
LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A.
1.6
Preparation: Submit three copies of list. Include name and identification of each space and
area affected by construction operations for incomplete items and items needing correction
including, if necessary, areas disturbed by Contractor that are outside the limits of construction.
Use CSI Form 14.1A, or a form that has been pre approved by the Pool Consultant.
1.
Organize list of spaces in sequential order, starting with exterior areas first and
proceeding from lowest floor to highest floor.
2.
Organize items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment, and building systems.
3.
Include the following information at the top of each page:
a.
Project name.
b.
Date.
c.
d.
Name of Contractor.
e.
Page number.
WARRANTIES
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July 21, 2014
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A.
B.
C.
Submittal Time: Submit written warranties on request of Pool Consultant for designated
portions of the Work where commencement of written warranties is indicated. Consultant
for designated portions of the work.
Organize warranty documents into an orderly sequence based on the table of contents of the
Project Manual.
1.
Bind warranties and bonds in heavy-duty,
3-ring, vinyl-covered, loose-leaf binders,
thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch
paper.
2.
Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark
tab to identify the product or installation. Provide a typed description of the product or
installation, including the name of the product and the name, address, and telephone
number of Installer.
3.
Identify each binder on the front and spine with the typed or printed title "WARRANTIES,"
Project name, and name of Contractor.
Provide additional copies of each warranty to include in operation and maintenance manuals.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or
fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or property or that might damage finished surfaces.
PART 3 - EXECUTION
3.1
FINAL CLEANING
A.
General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply
with local laws and ordinances and Federal and local environmental and antipollution
regulations.
B.
Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to condition expected in an average commercial building cleaning and
maintenance program. Comply with manufacturer's written instructions.
1.
Complete the following cleaning operations before requesting inspection for certification
of Substantial Completion for entire Project or for a portion of Project:
a.
Clean Project site, yard, and grounds, in areas disturbed by construction activities,
including landscape development areas, of rubbish, waste material, litter, and
other foreign substances.
b.
Sweep paved areas broom clean. Remove petrochemical spills, stains, and other
foreign deposits.
c.
Rake grounds that are neither planted nor paved to a smooth, even-textured
surface.
d.
Remove tools, construction equipment, machinery, and surplus material from
Project site.
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July 21, 2014
POOL RESURFACING
e.
Remove snow and ice to provide safe access to building.
f.
Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,
free of stains, films, and similar foreign substances. Avoid disturbing natural
weathering of exterior surfaces.
Restore reflective surfaces to their original
condition.
g.
Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
h.
Sweep concrete floors broom clean in unoccupied spaces.
i.
Vacuum carpet and similar soft surfaces, removing debris and excess nap;
shampoo if visible soil or stains remain.
j.
Clean transparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other noticeable, vision-obscuring materials.
Replace chipped or broken glass and other damaged transparent materials.
Polish mirrors and glass, taking care not to scratch surfaces.
k.
Remove labels that are not permanent.
l.
Touch up and otherwise repair and restore marred, exposed finishes and surfaces.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or
that already show evidence of repair or restoration.
1)
Do not paint over "UL" and similar labels, including mechanical and
electrical nameplates.
m.
Wipe surfaces of mechanical and electrical equipment, and similar equipment.
Remove excess lubrication, paint and mortar droppings, and other foreign
substances.
n.
Replace parts subject to unusual operating conditions.
o.
Clean plumbing fixtures to a sanitary condition, free of stains, including stains
resulting from water exposure.
p.
Replace disposable air filters and clean permanent air filters. Clean expos ed
surfaces of diffusers, registers, and grills.
q.
Clean ducts, blowers, and coils if units were operated without filters during
construction.
r.
Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
Replace burned-out bulbs, and those noticeably dimmed by hours of use, and
defective and noisy starters in fluorescent and mercury vapor fixtures to comply
with requirements for new fixtures.
s.
Leave Project clean and ready for occupancy.
C.
Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid
Project of rodents, insects, and other pests. Prepare a report.
D.
Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
excess materials on Owner's property.
Do not discharge volatile, harmful, or dangerous
materials into drainage systems. Remove waste materials from Project site and dispose of
lawfully.
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 017810
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
B.
1.3
This Section includes administrative and procedural requirements for Project Record Documents, including
the following:
1.
Record Drawings.
2.
Record Specifications.
1.
Division 1 Section "Closeout Procedures" for general closeout procedures.
2.
Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual
requirements.
3.
Divisions 2 through 16 Sections for specific requirements for Project Record Documents of
products in those Sections.
SUBMITTALS
A.
Record Drawings: Comply with the following:
1.
B.
Number of Copies: Submit one set of marked-up Record Prints to the Architect prior to Final
Completion.
Record Specifications: Submit one copy of Project's Specifications, including addenda and contract
modifications.
PART 2 - PRODUCTS
2.1
RECORD DRAWINGS
A.
Record Prints: Maintain one set of blue- or black-line white prints of the Contract Drawings and Shop
Drawings.
1.
Preparation: Mark Record Prints to show the actual installation where installation varies from that
shown originally. Require individual or entity who obtained record data, whether individual or entity
is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.
a.
Give particular attention to information on concealed elements that would be difficult to
identify or measure and record later.
b.
Accurately record information in an understandable drawing technique.
c.
Record data as soon as possible after obtaining it. Record and check the markup before
enclosing concealed installations.
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July 21, 2014
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2.
B.
a.
Dimensional changes to Drawings.
b.
Revisions to details shown on Drawings.
c.
Depths of foundations below first floor.
d.
Locations and depths of underground utilities.
e.
Revisions to routing of piping and conduits.
f.
Revisions to electrical circuitry.
g.
Actual equipment locations.
h.
Duct size and routing.
i.
Locations of concealed internal utilities.
j.
Changes made by Change Order or Construction Change Directive.
k.
Changes made following Architect's written orders.
l.
Details not on the original Contract Drawings.
m.
Field records for variable and concealed conditions.
n.
Record information on the Work that is shown only schematically.
3.
Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual
physical conditions, completely and accurately.
If Shop Drawings are marked, show
crossreference on the Contract Drawings.
4.
Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between
changes for different categories of the Work at the same location.
5.
Mark important additional information that was either shown schematically or omitted from original
Drawings.
6.
Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and
similar identification, where applicable.
Newly Prepared Record Drawings: Assist the Pool Consultant in preparing new Drawings instead of
preparing
Record Drawings where Pool Consultant determines that neither the original Contract Drawings nor Shop
Drawings are suitable to show actual installation.
1.
C.
Content: Types of items requiring marking include, but are not limited to, the following:
New Drawings may be required when a Change Order is issued as a result of accepting an
alternate, substitution, or other modification.
Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD
DRAWING" in a prominent location.
1.
Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable
sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.
2.
Identification: As follows:
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
2.2
a.
Project name.
b.
Date.
c.
Designation "PROJECT RECORD DRAWINGS."
d.
e.
Name of Contractor.
RECORD SPECIFICATIONS
2.3
1.
Record the name of the manufacturer, supplier, Installer, and other information necessary to
provide a record of selections made.
2.
For each principal product, indicate whether Record Product Data has been submitted in operation
and maintenance manuals instead of submitted as Record Product Data.
3.
Note related Change Orders, Record Drawings, and Product Data where applicable.
MISCELLANEOUS RECORD SUBMITTALS
A.
Assemble miscellaneous records required by other Specification Sections for miscellaneous record
keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous
records and identify each, ready for continued use and reference.
PART 3 - EXECUTION
3.1
RECORDING AND MAINTENANCE
A.
Recording: Maintain one copy of each submittal during the construction period for Project Record
Document purposes. Post changes and modifications to Project Record Documents as they occur; do not
wait until the end of Project.
B.
Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field
office apart from the Contract Documents used for construction. Do not use Project Record Documents for
construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition,
protected from deterioration and loss.
Provide access to Project Record Documents for Pool
Consultant reference during normal working hours.
BOHL & ASSOCIATES
July 21, 2014
POOL RESURFACING
SECTION 017820
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
B.
1.3
This Section includes administrative and procedural requirements for preparing operation and
maintenance manuals, including the following:
1.
Operation and maintenance documentation directory.
2.
Maintenance manuals for the care and maintenance of products, materials, and finishes and
systems and equipment.
1.
Division 1 Section "Submittal Procedures" for submitting copies of submittals for operation and
maintenance manuals.
2.
Division 1 Section "Closeout Procedures" for submitting operation and maintenance manuals.
3.
Division 1 Section "Project Record Documents" for preparing Record Drawings for operation and
maintenance manuals.
4.
Divisions 2 through 16 Sections for specific operation and maintenance manual requirements for
products in those Sections.
DEFINITIONS
A.
System: An organized collection of parts, equipment, or subsystems united by regular interaction.
B.
Subsystem: A portion of a system with characteristics similar to a system.
1.4
SUBMITTALS
A.
Initial Submittal: Submit 2 draft copies of each manual for each separate facility at least 15 days before
requesting inspection for Substantial Completion. Include a complete operation and maintenance
directory. Architect will return 1 of draft and mark whether general scope and content of manual are
acceptable.
B.
Final Submittal: Submit 1 of each manual for each separate facility in final form at least 15 days before
final inspection. Architect will return copy with comments within 15 days after final inspection.
1.
1.5
Correct or modify each manual to comply with Architect's comments. Submit 3 copies of each
corrected manual for each separate facility within 15 days of receipt of Pool Consultant 's comments.
COORDINATION
A.
Where operation and maintenance documentation includes information on installations by more than one
factory-authorized service representative, assemble and coordinate information furnished by
representatives and prepare manuals.
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July 21, 2014
POOL RESURFACING
PART 2 - PRODUCTS
2.1
OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY
A.
Organization: Include a section in the directory for each of the following:
1.
List of documents.
2.
List of systems.
3.
List of equipment.
4.
Table of contents.
B.
List of Systems and Subsystems: List systems alphabetically. Include references to operation and
maintenance manuals that contain information about each system.
C.
List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of
equipment not part of system, list alphabetically in separate list.
D.
Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual.
E.
Identification: In the documentation directory and in each operation and maintenance manual, identify
each system, subsystem, and piece of equipment with the same designation used in the Contract
Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4,
"Preparation of Operating and Maintenance Documentation for Building Systems."
2.2
MANUALS, GENERAL
A.
B.
C.
Organization: Unless otherwise indicated, organize each manual into a separate section for each system
and subsystem, and a separate section for each piece of equipment not part of a system. Each manual
shall contain the following materials, in the order listed:
1.
Title page.
2.
Table of contents.
3.
Manual contents.
Title Page: Enclose title page in transparent plastic sleeve. Include the following information:
1.
Subject matter included in manual.
2.
Name and address of Project.
3.
Name and address of Owner.
4.
Date of submittal.
5.
Name, address, and telephone number of Contractor.
6.
Name and address of Pool Consultant.
7.
Cross-reference to related systems in other operation and maintenance manuals.
Table of Contents: List each product included in manual, identified by product name, indexed to the
content of the volume, and cross-referenced to Specification Section number in Project Manual.
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July 21, 2014
POOL RESURFACING
1.
D.
Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system,
subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and
components of one system into a single binder.
1.
2.3
If operation or maintenance documentation requires more than one volume to accommodate data,
include comprehensive table of contents for all volumes in each volume of the set.
Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to
accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on spine to
hold label describing contents and with pockets inside covers to hold folded oversize sheets.
a.
If two or more binders are necessary to accommodate data of a system, organize data in
each binder into groupings by subsystem and related components. Cross-reference other
binders if necessary to provide essential information for proper operation or maintenance of
equipment or system.
b.
Identify each binder on front and spine, with printed title "OPERATION AND
MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate
volume number for multiple-volume sets.
2.
Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to
indicate contents. Include typed list of products and major components of equipment included in
the section on each divider, cross-referenced to Specification Section number and title of Project
Manual.
3.
Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software
diskettes for computerized electronic equipment.
4.
Supplementary Text: Prepared on 8-1/2-by-11-inch, 20-lb/sq. ft. white bond paper.
5.
Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.
a.
If oversize drawings are necessary, fold drawings to same size as text pages and use as
foldouts.
b.
If drawings are too large to be used as foldouts, fold and place drawings in labeled
envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert
typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.
PRODUCT MAINTENANCE MANUAL
A.
Content: Organize manual into a separate section for each product, material, and finish. Include source
information, product information, maintenance procedures, repair materials and sources, and warranties
and bonds, as described below.
B.
Source Information: List each product included in manual, identified by product name and arranged to
match manual's table of contents. For each product, list name, address, and telephone number of Installer
or supplier and maintenance service agent, and cross-reference Specification Section number and title in
Project Manual.
C.
Product Information: Include the following, as applicable:
1.
Product name and model number.
2.
Manufacturer's name.
3.
Color, pattern, and texture.
4.
Material and chemical composition.
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July 21, 2014
POOL RESURFACING
5.
D.
Reordering information for specially manufactured products.
Maintenance Procedures: Include manufacturer's written recommendations and the following:
1.
Inspection procedures.
2.
Types of cleaning agents to be used and methods of cleaning.
3.
List of cleaning agents and methods of cleaning detrimental to product.
4.
Schedule for routine cleaning and maintenance.
5.
Repair instructions.
E.
Repair Materials and Sources: Include lists of materials and local sources of materials and related
services.
F.
Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions
that would affect validity of warranties or bonds.
1.
2.4
Include procedures to follow and required notifications for warranty claims.
SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL
A.
Content: For each system, subsystem, and piece of equipment not part of a system, include source
information, manufacturers' maintenance documentation, maintenance procedures, maintenance and
service schedules, spare parts list and source information, maintenance service contracts, and warranty and
bond information, as described below.
B.
Source Information: List each system, subsystem, and piece of equipment included in the manual,
identified by product name and arranged to match manual's table of contents. For each product, list name,
address, and telephone number of Installer or supplier and maintenance service agent, and
crossreference Specification Section number and title in Project Manual.
C.
Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the
following information for each component part or piece of equipment:
D.
1.
Standard printed maintenance instructions and bulletins.
2.
Drawings, diagrams, and instructions required for maintenance, including disassembly and
component removal, replacement, and assembly.
3.
Identification and nomenclature of parts and components.
4.
List of items recommended to be stocked as spare parts.
Maintenance Procedures: Include the following information and items that detail essential maintenance
procedures:
1.
Test and inspection instructions.
2.
Troubleshooting guide.
3.
Precautions against improper maintenance.
4.
Disassembly; component removal, repair, and replacement; and reassembly instructions.
5.
Aligning, adjusting, and checking instructions.
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July 21, 2014
POOL RESURFACING
6.
E.
Demonstration and training videotape, if available.
Maintenance and Service Schedules: Include service and lubrication requirements, list of required
lubricants for equipment, and separate schedules for preventive and routine maintenance and service with
standard time allotment.
1.
Scheduled Maintenance and Service:
semiannual, and annual frequencies.
Tabulate actions for daily, weekly, monthly, quarterly,
2.
Maintenance and Service Record: Include manufacturers' forms for recording maintenance.
F.
Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified
and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance
materials and related services.
G.
Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone
number of service agent.
H.
Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions
that would affect validity of warranties or bonds.
1.
Include procedures to follow and required notifications for warranty claims.
PART 3 - EXECUTION
3.1
MANUAL PREPARATION
A.
Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an
organized reference to emergency, operation, and maintenance manuals.
B.
Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and
maintenance of each product, material, and finish incorporated into the Work.
C.
Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data
indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a
system.
D.
1.
Engage a factory-authorized service representative to assemble and prepare information for each
system, subsystem, and piece of equipment not part of a system.
2.
Prepare a separate manual for each system and subsystem, in the form of an instructional manual
for use by Owner's operating personnel.
Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets
pertinent to product or component installed. Mark each sheet to identify each product or component
incorporated into the Work. If data include more than one item in a tabular format, identify each item using
appropriate references from the Contract Documents. Identify data applicable to the Work and delete
references to information not applicable.
1.
E.
Prepare supplementary text if manufacturers' standard printed data are not available and where the
information is necessary for proper operation and maintenance of equipment or systems.
Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of
component parts of equipment and systems and to illustrate control sequence and flow diagrams.
Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of
completed installation.
1.
Do not use original Project Record Documents as part of operation and maintenance manuals.
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July 21, 2014
POOL RESURFACING
2.
Comply with requirements of newly prepared Record Drawings in Division 1 Section "Project
Record Documents."
F.
Separate manuals shall be prepared for each separate facility.
G.
Comply with Division 1 Section "Closeout Procedures" for the schedule for submitting operation and
maintenance documentation.
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July 21, 2014
Pool Resurfacing
21 July 2014
SECTION 013151
EXISTING POOL PLASTER DEMOLITION
PART 1 GENERAL
1.1
E.
DESCRIPTION
A.
B.
Preparation for plaster removal and replacement with porcelain tile ( See Dwg. SP-1)
Remove existing work, materials and items as indicated on the drawings, as required by job site conditions, as scheduled, and as specified herein, to accomplish new and rehab work in the existing pool area.
Remove deck equipment, handrails, diving board, underwater lights and fittings, Main Drain gratings, etc.
C.
Protect all wall, floor, window and door surfaces from damage or staining during work. Remove or encapsulate all electrical devices including light fixtures, score board, outlets, etc.
D.
Patch all existing interior pool surfaces, which are disturbed, damaged or otherwise made defective in
appearance or function by the execution of required work.
City personnel will drain pools prior to start of demolition operations.
1.2
QUALITY ASSURANCE
A.
The following specifications and standards form a part of this specification. Latest editions of each
specification apply.
1. OSHA Requirements.
2. TCNA Reference of ANSI A 108.5 and TCA Handbook 2007. See Swimming Pool Porcelain Tile
Application – Method 601 (Thin-set).
PART 2 PRODUCTS
2.1
DEMOLITION OF MATERIALS
A.
Remove all materials or debris resulting from demolition operation and not intended for salvage, from
the site properly. No accumulation of debris will be permitted. Material and debris shall be disposed in
a legal and safe manner. Transportation, storage and disposal of each unique material shall comply
with local, state and federal codes, regulations and laws.
B.
Do not burn packaging materials or debris from demolition operations on the site.
PART 3 EXECUTION
3.1
PREPARATION
A. Plan all work in advance, informing Project Manager of procedure and schedule.
EXISTING POOL PLASTER DEMOLITION
SECTION 013510 - 1
Pool Resurfacing
21 July 2014
SECTION 131520:
SWIMMING POOL PORCELAIN TILE FINISHES
CLAREMORE RECREATION
INSTALLATION
CENTER:
NEW
POOL
INTERIOR
FINISH
PORCELAIN
TILE
PART 1 GENERAL
1.0
DESCRIPTION
A. Change the existing Claremore Recreation Center interior finishes from white marble plaster
to porcelain tile. Install plaster leveling bed brown coat at pool floor and radius and walls to
underside of gutter, to correct floor irregularities.
1.1
QUALITY ASSURANCE
A. See Demolition Section 131510, Part 1 and Drawing SP-1
B. Pre-Approved Bidders:
1. B/A Approved contactors for plaster removal and retile work for approval based on prior
similar work, timely completion and quality of workmanship:
a. Associated Pool Builders, Inc., Attn: David Volk, V. Pres.
Email: dvolk@associatedpoolbuilders.com
P.O. Box 2318, Bismarck, N.D. 58502
Tel: 701-258-6012, Fax: 701-224-9729
b. Continental Pools, Inc., Attn: Clark Waage, Pres.
Email: cwaage@centurylink.net
805 E. Warren Street, Gardner, Kansas 66030
Tel: 913-856-2841, Fax: 913-856-4281
c. K.C. Gunite Construction, Attn: Mason Banks, Pres.
Email: mbanks@kcgunite.com
16207 Kentucky, Belton, Missouri, 64012
Tel: 816-331-6606, Fax: 816-322-1701
C. Attached are excerpts of as-built drawings: SP-1 of the existing pool construction for reference only. Applicable notes are inserted and highlighted for this project. Existing full-size “asbuilt” drawings are located for viewing at the offices of the Claremore Recreation Center.
1.2
PREPARATION AND EXECUTION
A. See Part III for preparation and execution to avoid damage to pool structure, pool equipment
and safety. Center personnel to empty pool prior to start of pool finish demolition operations.
PART 2 PRODUCTS
2.1
PORCELAIN TILE INSTALLATION, TILE, ADHESIVE, BROWN COATING & GROUTS
A. General
13152 - 1
Pool Resurfacing
21 July 2014
1. Comply with ASTM for appropriate porcelain tile bases, adhesive, grout materials, and
other installation requirements indicated;
2.2
MISCELLANEOUS MATERIALS
A. Acid-Etching Solution (Brown coat prep.) where required.
1.
2.
Muriatic acid (10 percent solution hydrochloric acid) mixed one (1) part to not less than 6
nor more than 10 parts water.
Following any Surface Etching: flush and power rinse with clean water.
B. Bonding Agent (brown coat)
1.
2.3
TEC Superflex, by H.B. Fuller, or approved equal.
MIXING
A. Mechanically mix cementitious and aggregate materials for brown coat to comply with applicable referenced application standard and with recommendations of manufacturer.
B. Brown Coat
1. Mix the bonding agent with water in proportions as recommended by the manufacturer.
Mix to a creamy consistency, for thin-set application.
2.4
TILE AND SETTING MATERIALS
A. Description of work included:
1. Pool
a. Furnish and install solid porcelain 1”x1”mosaic tiles; x ¼” thick with 1/16” grout
joints where plaster is as shown on the drawings and as listed in this Section.
2. Submittals: Unglazed “porcelain” tile is specified. Pool Consultant /Owner shall verify before ordering tile
a. Submit shop drawings for approval before ordering tile.
3. Product Handling
a. Deliver all products to job in manufacturer’s unopened containers with grade
seals unbroken and labels intact.
b. Keep tile cartons dry.
4. Environmental Conditions
a. Maintain temperature at 50 degrees F minimum during tile work and for 7 days
after completion and furnish moisture protection as approved by the Pool
Consultant
5. Extra Stock
a. Supply extra 10 sq. ft. of each color of flat and trim in clean cartons for owner’s
use.
6. Porcelain Tile
13152 - 2
Pool Resurfacing
21 July 2014
a. Furnish all porcelain tile required as follows. Use 1”x1” mosaic tiles, ¼” thick
with 1/16” joints as manufactured by Daltile or approved equal. Colors shall
be as noted below:
b. Furnish all tile required for special markings and lettering in conformance with
the drawings and applicable codes. Racing lane tile edges shall be installed
flush with finish pool floor.
c. Target tile shall be installed flush with pool wall.
d. Use surface bullnose on pool ramp edge where required for proper trim.
1. Schedule Color selections to be by Owner. Bids shall include colors of Daltile “Keystones”
mosaic unglazed porcelain floor and wall tile with smooth and abrasive finish as noted below:
Pool Area
Size
Type
Mfg.
Color
Pool Floor
(less markings)
1”x1”
Unglazed
Daltile
D037 Pepper White
Pool Sidewalls
(less markings)
1”x1”
Unglazed
Daltile
D037 Pepper White
Pool Endwalls
(less markings)
1”x1”
Unglazed
Daltile
D037 Pepper White
Racing Lanes
1”x1”
Unglazed
Daltile
D209 Navy Speckle
Diving Safety Markings
1”x1”
Unglazed
Daltile
D017 Red
End Wall Targets
1”x1”
Unglazed
Daltile
D209 Navy Speckle
Safety Line @ 5’ Depth
1”x1”
Up walls to Gutter Ea. Side
Unglazed
Daltile
D017 Red
Note: Refer to Drawings for location of porcelain tiles with textured (abrasive) surface areas.
2. Setting Materials
A. Portland Cement: ASTM C150, Type I or II
B. Hydrated lime: ASTM C206, Type S
C. Sand: ASTM C144
D. Water: Clean and potable
3. Grout
A. Commercial sanded Portland cement type with latex additive in
B. TEC AccuColor XT as manufactured by H.B. Fuller
4. Setting Methods
A. Latex modified thin set mortar.
B. TEC Super Flex thin set mortar as manufactured by H.B. Fuller
1. Follow ANSI A108.5 (Reference TCA)
5. Acceptability of Surfaces
A. Before tiling, check area to be tiled for acceptability as follows:
13152 - 3
Pool Resurfacing
21 July 2014
1. Surface medium-rough texture.
2. All surfaces to be tiled shall be free of dust, rust, and paint from oil or
other release coatings.
3. Provision for ladders and other embedments at proper locations.
4. Concrete true to line, level, plumb and curvature.
5. Width, depth and length will permit finished accuracy of markings and
dimensions.
6. Layout
A. Align all joints to give straight uniform grout lines.
B. Observe exact minimum lengths, per dimensions shown on “as built” drawings.
C. Observe maximum width tolerance of 1” over dimensions, shown on “as built”
drawings.
D. Observe +/- 1/16” maximum finish tolerance on all edges and surfaces.
E. Provide one (1) expansion joint minimum at center of each straight run of tile.
F. Shallow <5’ deep pool floor-flat plane to not pond water. Flatness shall not exceed ¼” in 10’.
7. Workmanship
A. Supply FIRST-CLASS WORKMANSHIP in all tile work. True and plumb tolerances of less than 1/16 of an inch, will be required.
B. Use all products in strict accordance with recommendations and directions of
manufacturer.
C. Proportion all mixes in accordance with latest ANSI Standard Specifications.
D. Smooth all exposed cut edges.
8. Cleaning
A. Clean & wipe tile surface as thoroughly as possible on completion of grouting.
B. As soon as cleaning is done, hose down thoroughly to completely remove all
traces of residual grout.
9. Protection of Tilework
A. Protect all newly tiled areas and keep moist until pool is refilled per adhesive
and grout manufacturer specification.
Verify moist cure to project Architect/Engineer.
B. Tile and Tile Setting Materials Mortar (Thin-Set)
1.
Description for use:
A. Targets and lane markings in pools.
B. Complete interior pool finish for pool.
2. Quality Assurance
A. Reference Standards: Conform to the following standards unless otherwise required herein.
1. American National Standards Institute (ANSI):
a. A108.1, Glazed wall tile, Porcelain Mosaic tile, Quarry tile and Paver
tile installed with Portland Cement Mortar.
b. A137.1 Standard Specifications for Porcelain tile.
2. American Society for Testing and Materials (ASTM):
a. C144-84, Aggregate for masonry mortar
b. C150-85, Portland Cement
c. C171-69 (R88), Sheet materials for curing concrete.
13152 - 4
Pool Resurfacing
3.
21 July 2014
d. C206-84, Finishing hydrated lime
e. C207-79 (R88), Hydrated lime for masonry purposes
Tile Council of America (TCA); 1994 Edition, Handbook for porcelain tile installation. See Swimming Pool Section of TCS handbook, Method 601-94. (ThinSet)
C. Manufacturers
1. Manufacturers: Subject to compliance with requirements, provide porcelain tile,
mortar and grout of the following manufacturers:
American Olean Tile Co. Inc., (tile)
Dal-Tile (tile)
TEC (mortar and grout)
D. Submittals
1. Submit product data of unglazed non-skid porcelain tile and 2’x2’ sample boards
showing all tile colors and patterns.
2. Submit product data indicating material specifications, characteristics and instructions for using adhesives and grouts.
3. Submit tile manufacturer thin-set installation instructions.
4. Submit manufacturer’s certificate that products meet specified requirements.
ANSI/TCA A137.1
5. Include recommended cleaning and stain removal maintenance methods, cleaning
materials.
E. Product Delivery and Storage
1. Deliver tile materials to site in unopened factory containers sealed with Grade
Seals bearing printed name or manufacturer and the words “Standard Grade”.
Keep the Grade Seals intact and containers dry until tiles are used. Keep cementitious materials dry until used.
F. Job Conditions and Guarantee
1. Inspect and verify job conditions. Report all defects in base surfaces for correction
before proceeding.
2. The manufacturer of adhesives grouts and mortars shall provide a written two-year
warranty for the installation which shall cover materials and labor.
G. Colors and Surface of Tile and Grout
1.
To be approved by the Pool Consultant.
H. Basic Materials
1.
2.
3.
4.
5.
6.
Portland Cement: ASTM C150, Type II, white low alkali
Hydrated Lime: ASTM C207, Type S
Mortar Sand: ASTM C144, at least 4% passing No. 100 sieve.
Joint Sand: Same as mortar sand except all passing the No. 30 sieve.
Water: Clean and fresh, from domestic potable source.
Color Pigments: Pure ground mineral oxides, non-fading, alkali and lime proof, factory weighed and packaged.
13152 - 5
Pool Resurfacing
21 July 2014
I. Tile Materials
1. Standard Grade conforming to ANSI A137.1. Provide trimmer units as indicated
and specified, including special shapes as detailed or required. Tile patterns and
colors shall be as indicated and specified, colors of approved shades. Mesh
mounted or perforated paper backed tile is not allowed where the mesh of paper
remains as a permanent part of the installation.
2. Unglazed Porcelain Mosaic Tile: Porcelain type unglazed porcelain mosaic tile,
cushion or all purpose edges, 1 inch square. Provide at all locations for 1 in. x 1
in.
3. Trim Units: Provide tile trim units where indicated or necessary for complete and
finished installation. Provide bullnose units for external corners and angles. Internal corners shall be squared unless detailed for cove. Provide trim units of material and finish identical to adjoining tile.
4. Slip-Resistant (or Non-Slip) Unglazed Porcelain Mosaic Tile: Same as unglazed
porcelain tile except containing at least 7 ½ % of non-rusting abrasive aggregate.
Provide at floor locations as indicated on drawings and wall targets and end wall
swim lane areas.
J. Replacement Tile
1. Tile Contractor to provide owner 10 sq. ft. of replacement tile for each color and
type used.
2.5.
Control Joints – Sealants:
During demo and tile prep: Remove existing control joint sealant and grout to an appropriate
depth. Clean and prepare surfaces ready for priming.
1. Below Water Joints: Control joints below water shall be furnished and installed by the Pool
Installer or an “approved” Specialty Contractor only. All surfaces shall be observed by the
Pool Consultant before sealant and applied only following proper bottom of St. Stl. IFRS
gutter cleaning and gunite surface preparation.
A. All grout removal shall be replaced with dry gun gunite finished to strike a uniform sealant
joint. Joint shall cure per sealant mfgr requirements.
B. The Pool Installer shall use a Sikaflex-2C NS Sealant, 2 part, meeting all of the Specifications TT-S-0227-E, and a companion primer shall be used manufactured by “SIKA”, product SIKA-FLEX #412, or approved alternate manufacturer.
2. Joint at Pool coping: Alternate: Expansion joint at Pool Coping shall adhere to requirements as noted above. Joint shall be tooled in slightly convex profile so as not to pond or
hold water.
A. The pool Installer shall use Vulkem 45 SSL Semi-self-leveling polyurethane sealant as
manufactured by Tremco or approved equal.
The Pool Installer shall verify current dates on all product packages for the Pool Consultant and
sandblast all joints before applying primers.
Pool Consultant shall approve sealant color and finish workmanship for the horizontal wall joint
and deck joint.
PART 3 EXECUTION
3.1
GENERAL
13152 - 6
Pool Resurfacing
21 July 2014
A. Prior to plaster demolition, contractor to remove all diving boards, slides and deck equipment
from pool environment, mask or remove lockers, scoreboard and other similar devices.
Mask mechanical diffusers and intake grilles, interior doors to Center. Access to the pool
environ shall be from the exterior during demolition operations. Contractor provided exhaust
fans shall be utilized during demolition operations.
B. The pool structure can be damaged if pool is drained and ground water below and behind
pool wall is not first removed. See O&M Manual for proper emptying of pool. Drain water
from underdrain first. Owner’s staff to provide draining of pool water prior to demolition operations and will fill drain and pool with Pool Contractor assistance.
C. Following existing plaster demolition and removal of materials and dust, inspect pool shell for
cracking, blistering, spalling and other deterioration requiring repair. Notify Pool Consultant
for repair recommendations for any significant deterioration to concrete surface or structural
concrete shell.
3.2
Following or during plaster demolition and best prior to plaster removal completion (to avoid
grease/oil type pool wall/floor contamination, work shall include:
A. Removal of Main Drain and IFRS gutter gratings and deck drain grating, broom clean bottom
of grates and IFRS trench.
B. Store gutter grating following cleaning to be installed following tile work completion. Protect
St. Stl. IFRS gutter from course work damage or stains.
C. The Contractor has the option when to install the “Sealant Joint” below IFRS gutter atop tile
walls and pool interior control joints. Note: joint surfaces shall be kept free of clean up
grease, wax and oil types of contamination. Apply joint sealants.
3.3 POOL RESTART
A. Reinstall Main Drains, cleaned and polished covers with approved anchors. Flush M.D. and
pool recirculating piping until clean- then fill pool.
B. Replace hydrostatic valves at each M.D. niche, promptly start pool refill (by Owner) with
“Temp Controlled” approved clean water.
C. Install Stainless Steel Deck Drain grates and IFRS grates and secure properly.
Reinstall Deck equipment. Remove all coverings on mechanical diffusers, vents, interior
doors, etc. Wash all pool areas and surfaces of dirt, dust and debris. Start-up pool recirculation, filtration, heating, disinfection and water level/chemical control with staff coordination
with Pool Contractor. Owner to provide water and chemicals for refill of pool.
End Section 13152
13152 - 7

SB-2014-17 Rec Center Pool Tile

Transcription

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