HomeMy WebLinkAboutAMMAR CONSTRUCTION W T JOHNSON KITCHEN RENOVATIONS RECREATION & PARKS DEPT
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ADDENDUM NUMBER ONE
KITCHEN REMODEL FOR
W T JOHNSON CENTER
1610 HUNTER STREET
AUGUSTA,GA
VIRGO GAMBILL ARCHITECTS
2531 CENTER WEST PARKWAY, SUITE 200
AUGUSTA, GEORGIA 30909
ADDENDUM NUMBER ONE: 29th AUGUST, 2007
1. This Addendum shall form a part of the bid documents and any contract entered
into connection there will equally as if bound into the specifications.
2. Acknowledge receipt of the Addendum in the space provided on the Proposal
Form. Failure to do so may be subject to disqualification.
3. Specifications and Drawings previously issued are modifiedandlor
supplemented as noted below.
DRAWINGS
1. SheetA1.0-
Add base with castors to the washer and dryer.
For the white vinyl cove base, use special molded corners for the inside and
outside base conditions. DO NOT fold the base around a corner or push into any
inside corners.
Paint the acoustical tile with white oil-based high gloss paint.
Mount the paper towel dispenser over the top of the hand wash sink.
Install the Food Prep Sink 3"-6" away from the side wall to allow more space
next to the Range.
Ensure that all the stainless steel sink compartments are coved on a full 5/8"
radius and constructed using seamless welding techniques.
VIRGO GAMBILL ARCHITECTS
2531 CENTER WEST PARKWAY SUITE 200 AUGUSTA, GEORGIA 30909 706.736.3661 FAX 706 7364552
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ADDENDUM NUMBER TWO
KITCHEN REMODEL FOR
W T JOHNSON CENTER
1610 HUNTER STREET
AUGUSTA, GA
VIRGO GAMBILL ARCHITECTS
2531 CENTER WEST PARKWAY, SUITE 200
AUGUSTA, GEORGIA 30909
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ADDENDUM NUMBER TWO: 17th SEPTEMBER, 2007
1. This Addendum shall form a part of the bid documents and any contract entered
into connection there will equally as if bound into the specifications.
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2. Acknowledge receipt of the Addendum in the space provided on the Proposal
Form. Failure to do so may be subject to disqualification.
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3. Specifications and Drawings previously issued are modified andlor
supplemented as noted below.
DRAWINGS
1. Sheet A 1.0 -
Door 01 to be 20min fire rated including vision panels.
, END OF ADDENDUM
VIRGO GAMBILL ARCHITECTS
2531 CENTER WEST PARKWAY SUITE 200 AUGUSTA, GEORGIA 30909 706.736.3661 FAX 706 736 4552
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PROJECT NAME: wr. JOHNSON
rITLE: RELOCATION OF GREASE TRAP
I DATE: 8/28/07 DRAWN BY: RWW ENGINEER: REP JOB NO. 06066 SHEET NO. P-1.0 BDP-1
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ADDENDUM NUMBER THREE
KITCHEN REMODEL FOR
W T JOHNSON CENTER
1610 HUNTER STREET
AUGUSTA, GA
VIRGO GAMBILL ARCHITECTS
2531 CENTER WEST PARKWAY, SUITE 200
AUGUSTA, GEORGIA 30909
ADDENDUM NUMBER THREE: 9th OCTOBER, 2007
1. This Addendum shall form a part of the bid documents and any contract entered
into connection there will equally as if bound into the specifications.
2. Acknowledge receipt of the Addendum in the space provided on the Proposal
Form. Failure to do so may be subject to disqualification.
3. Specifications and Drawings previously issued are modified andlor
supplemented as noted below.
DRAWINGS
1. Spec section 03356 - Concrete Floor Finishing
Finish with ICI epoxy paint applied in accordance with manufacturer's
instructions.
2. Spec section Bid Alternates
For the alternate bid prices, include labor for installation.
END OF ADDENDUM
VIRGO GAMBILL ARCHITECTS
2531 CENTER WEST PARKWAY SUITE 200 AUGUSTA, GEORGIA 30909 706.736.3661 FAX 706 736 4552
TABLE OF CONTENTS
AHCDD
Form #
Title
I Page Number I
d f
Intro uctOI'1 In ormation
100 Invitation to Bid 100-1
101 Instructions to Bidders 101-1
102 Information available to bidders 102-1
Bidding ReQuirements
103 Bid Form & Bid Tabulation 103-1
104 Representations, Certifications and Other Statements of Bidders 1 04-1
105 Certification for Business Concerns Seeking Section 3 Preference 105-1
106 Non-Collusion Affidavit 1 06-1
107 Bidder's Qualifications 107 -1
108 Wage Decision Transcript 1 08-1
109 List of Drawings 109-1
110 Certificate as to Corporate Principle 11 0-1
112 GA Security and Immigration Compliance Act of 2006 112-1
Contractin~ Requirements
115 Notice of Contract Award 115
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401 Construction Contract 401-1
402 General Conditions of the Construction Contract 402-1
403 Supplemental Conditions to the Construction Contract 403-1
404 Additional Supplemental Conditions - Mandatory compliance for Section 3 404-1
406 Contractor Reporting Requirements 406-1
409 Notice to Proceed 409-1
410 Preconstruction Meeting Agenda 41 0-1
411 Affirmative Action 411-1
412 Affirmative Action Goals & Timetable 412-1
501 Performance & Payment Bond 501-1
502 Insurance 502-1
503 Non-Segregated Facilities 503-1
504 Special Power of Attorney Certificate 504-1
505 Contractor Affidavit & Agreement 505-1
GA Security & Immiqration Compliance Act of 2006
506 Subcontractor Affidavit 506-1
GA Securitv & Immiqration Compliance Act of 2006
507 Conflict of Interest 507-1
1
Technical Specifications 111-1
TABLE OF CONTENTS
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I 1. Bid Preparation and Submission:
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENTDE~ARTMENT
INSTRUCTIONS FOR BIDDERS
IFB#:
AHCDD Form 101
, (Rev. 10/06)
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CDBG # 04037
A. Bidders are expected to examine the specifications, drawings, all instructions, and, if
applicable, the construction site (see also the contract clause entitled "Site Investigation and
Conditions Affecting the Work" of the General Conditions of the Contract for Construction).
Failure to do so will be at the bidders' risk,
B. All bids must be submitted on the forms provided by the Owner (City), Bidders shall furnish all
the information required by the solicitation. Bids must be signed and the bidder's name typed'
or printed on the bid sheet and each continuation sheet which requires the entry of information
by the bidder, The person signing the bid must initial erasures or other changes. Bids signed
by an agent shall be accompanied by evidence of that agent's authority. (Bidders should retain
a copy of their bid for their records.) To be responsive, the bidder must submit the following
documents in a sealed envelop marked on its face with the correct bidding information with
his/her bid:
(1) Representations, Certifications, and Other Statements of Bidders;
(2) Non-collusion Affidavit;
(3) Section 3 Preference Certification, completed and certified OR marked NA if the bidder is
not claiming Section 3 preference;
(4) Bidder's Qualifications, including a Financial Statement and a current Georgia Business
License as a General Contractor.
(5) Bid Form;
(6) Bid Bond and Certificates,
The City shall reject a bid as non-responsive any bid that does not include each of the
above documents, fully completed and properly executed.
C. All bid documents shall be sealed in an envelope which shall be clearly marked with the words
"Bid Documents," the Bid #, the Project Name, the Project Number, the bidder's name, and the
date and time for receipt of bids, If the bidder chooses, he may submit the required
Bidder's Qualifications and Financial Statement in a separate sealed envelope. If the
bidder is not the low bidder, the sealed envelope will be returned unopened. The
Bidder's Qualifications and Financial Statement sealed envelope must be marked on its
face with the same information as above, with the exception that the envelope will be
clearly marked "Bidder's Qualifications and Financial Statement" instead of "Bid
Documents."
D. If this solicitation requires bidding on all items, failure to do so will disqualify the bid. If bidding
on all items is not required, bidders should insert the words "No Bid" in the space provided for
any item on which no price is submitted,
Page 101-1
Ii AHCDD Form 101
(Rev. 10106)
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
INSTRUCTIONS FOR BIDDERS
IFB#:
COSG # 04037
(3) Record of past performance; ahd
(4) Financial and technical resources (including construction and technical equipment),
B.The bidder shall submit the completed Bidder's Qualifications form with the bid for the purpose
of assisting the City to determine responsibility, The City may rely on sources of information
other than the bidder's qualifications to determine responsibility, The failure of the bidder to
submit the qualifications shall render the bidder non-responsive and ineligible for award.
5. Late Submissions, Modifications, and Withdrawal of Bids:
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A. Any bid received at the place designated in the solicitation after the exact time specified for
receipt will not be considered unless it is received before award is made and it:
(1) Was sent by registered or certified mail not later than the fifth calendar day before the date
specified for receipt of offers (e.g. an offer submitted in response to a solicitation requiring
receipt of offers by the 20th of the month must have been mailed by the 15th);
(2) Was sent by mail, or if authorized by the solicitation, was sent by telegram or via facsimile,
and it is determined that the late receipt was due solely to mishandling by the City after
receipt at the Procurement Department; or
(3) Was sent by U.S, Postal Service Express Mail Next Day Service - Post Office to
Addressee, not later than 5:00 p.m. at the place of mailing two working days prior to the
date specified for receipt of proposals. The term "working days" excludes weekends and
observed holidays.
B. Any modification or withdrawal of a bid. is subject to the same conditions as in paragraph A of
this provision.
C. The only acceptable evidence to establish the date of mailing of a late bid, modification, or
withdrawal sent either by registered or certified mail is the U.S. postmark both on the envelope
or wrapper and on the original receipt from the U,S. Postal Service. Both postmarks must show
a legible date or the bid, modification, or withdrawal shall be processed as if mailed late,
"Postmark" means a printed, stamped, or otherwise placed impression (exclusive of a postage
meter machine impression) that is readily identifiable without further action as having been
supplied and affixed by employees of the U.S. Postal Service on the date of mailing.
Therefore, bidders should request the postal clerk to place a hand cancellation bull's-eye
postmark on both the receipt and the envelope or wrapper,
D. The only acceptable evidence to establish the time of receipt at the Procurement Department
is the time/date stamp of the Procurement Department on the proposal wrapper or other
documentary evidence of receipt maintained by the Procurement Office,
Page 101-3
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
INSTRUCTIONS FOR BIDDERS
IFB#:
CDBG # 04037
Contract Award:
A. The Owner (City) will evaluate bids in response to this solicitation without discussions, and will
recommend contract award to the Contractor.
B. The Owner (City) will award a contract to the responsible bidder whose bid, conforming to the
solicitation, will be most advantageous to the Owner considering only price and any price-
related factors specified in the solicitation.
c. If the apparent low bid received in response to this solicitation exceeds the Owner's available
funding for the proposed contract work, the Owner (City) may either accept separately priced
items (see 8(e) below) or use the following procedure to determine contract award. The Owner
(City) shall apply in turn to each bid (proceeding in order from the apparent low bid to the high
bid) each of the separately priced bid deductible items, if any, in their priority order set forth in
this solicitation. If, upon the application of the first deductible item to all initial bids, a new low
bid is within the Owner's available funding, then award shall be made to that bidder. If no bid is
within the available funding amount, then the Owner (City) shall apply the second deductible
item. The Owner (City) shall continue this process until an evaluated low bid, if any, is within
The Owner's (City) available funding, If upon the application of all deductibles, no bid is within
the Owner's (City) available funding, or if the solicitation does not request separately priced
deductibles, the Owner (City) shall follow its written policy and procedures in making any
award under this solicitation.
D. In the case of tie low bids, award shall be made in accordance with the Owner's Augusta
Housing and Community Development (AHCDD) written policy and procedures.
E. Th e Owner (City) may reject any and all bids, accept other than the lowest bid (e.g., the
apparent low bid is unreasonably low), and waive informalities or minor irregularities in bids
received, in accordance with the Owner's AHCDD's written policy and procedures,
Unless precluded elsewhere in the solicitation, the Owner (City) may accept any item or
combination of items bid,
G. The Owner (City) may reject any bid as non-responsive if it is materially unbalanced as to the
prices for the various items of work to be performed. A bid is materially unbalanced when it is
based on prices significantly less than cost for some work and prices which 'are significantly
overstated for other work.
H. A written award shall be furnished to the successful bidder within the period for acceptance
specified in the bid and shall result in a binding contract without further action by either party.
Augusta-Richmond County. Commission Approval:
Any contract is subject to cancellation and rejection by the members of the Augusta-Richmond
County Commission, withoufliability, at the next regularly scheduled, properly convened meeting,
following submission of the contract for approval, regardless of any contrary statements or
representations of any member,officer, or employee of the City, The contractor recognizes that
neither the Grant Recipient nor any member, officer, or employee of AHCDD has the power or
authority to waive or limit the effect of this Paragraph nor the control of the members of the
Augusta-Richmond County Commission over the approval of any contract. In the event that the
members of the Augusta-Richmond County Commission cancel or reject this contract at their next
regularly scheduled, properly convened meeting, as outlined above, this contract shall be null and
Page 101-5
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AHCDDForm 101
(Rev. 10106)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
INSTRUCTIONS FOR BIDDERS
IFB#:
CDSG # 04037
Labor Standards), The Owner's AHCDD will provide the successful bidder with the date, time,
and place of the conference.
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Page 101-7
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I The potential bidder may view the above documents at the location indicated in the Invitation to Bid Notice.
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AHCDD Form 102
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
INFORMATION AVAILABLE TO BIDDERS
CDBG #04037
IFB#:
The following information concerning this solicitation is available to the bidder. Please note
that .this information was gathered solely for the use of the Owner's Augusta Housing &
Community Department and not for use as a basis for calculations in preparing a bid. The use
and interpretation of this information for any purpose will be entirely the responsibility of the
using party. .
I t e m # T i t I e 0 f 0 0 c u m e n t 0 e s c r i p t i 0 n 0 f 0 0 c u m e n t T 0 t a I P a g e s
Page 102-1
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, '...
I..' AHCDD Form 103
. I (Revised OS/07)
I'
_ _ I Project Number
I IB~:':~ :037
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I I Bidde'. Add.ess:
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
BID FORM
IFB #:
CDBG #04037
Bidders are-encouraged to carefully examine the documents and
cpnst,ructlon site. Failure to do so shall be at the bidder's risk.
Project Title
W. T. Johnson Kitchen Renovations
Project Description
Submit bid to: Ged A. Sams
Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30911
706:- 821-2422
Name of Company:
A H P--</!-Il- to A/'f/:
to~~ 1#(2
Federal Tax 10 Number:
-7 ff - 2.-->3 7':$o-G
Bidder's Telephone Number:
? 06 -- >~ q:. (f) 700
Bidder's Fax Number: -
cPt 0 . G3 Cl )< 1& 77
-cl/tuLS (1/1 3D tf ~ 9
J
70G
963
s:-r (S-
This is to acknowledge that an authorized representative(s) of the above named company has
familiarized - himself/herself/themselves with the local conditions affecting the cost of the work, all
instructions, General and Supplemental Conditions, Contractor's compliance and reporting
requirements, the specifications, drawings, and addenda.
The City requires a minimum acceptance period of 60 calendar days. "Acceptance period," as used in this provision, means the number of calendar
days available to AHCDO for awarding a contract from the date specified in this solicitation for receipt of bids.
By the submission of this bid, the bidder certifies that neither it nor any person or firm who has an interest in the bidder's firm is a person or firm
ineligible to be awarded contracts by either the u.s. Oepar1ment of Housing & Urban DeVelopment, the City or the Augusta Housing & Community
Development Department, according to AHCDD policies and procedures.
In submitting this bid, it is understood that the Owner reserves the right to reject any and all bids.
Acknowledgment of Addenda: The bidder acknowledges the following addenda: (Failure to acknowledge may cause bid rejection.)
Addenda No. I Addenda Date 4~ 6- 07 Addenda No. >. Addenda Date /O.-{ 2....tr) 7
"'2- Addenda Date C9/
Addenda No.
Addenda Date
Page 103.1
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AHCDD Form 103
(Revised 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
BID FORM
IFB #:
CDBG #04037
The Owner D is 0 is not requesting deductive alternates for this bid. To offer a bid the bidder is requested to
breakout the following items from the base bid. Each item shall include all labor, materials, equipment and services
required to complete item.
Item
#
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52-
:5
Item Bid
t!7tPO
t:JOO
00 0
. The undersigned agrees to commence actual physical work on the site with an adequate force and equipment within ten
(10) days of a date to be specified in a written order of the Owner and to complete fully all work in llQ. consecutive
calendars days from and including said date.
The undersigned further agrees to pay, as liquidated damages, the sum of $100.00 for each consecutive calendar day
thereafter that the work is not complete as provided in the General Conditions.
Trading and doing business as:
If fictitious trade name is employed in the conduct of
business, insert such name and complete, as
appropriate. This foregoing .flctltious or trade name:
o is 0 is not registered under State Law.
Bidder's Signature
Date
'I
Name of person submitting the bid
Witness
Witness Name
Business address
Witness Signature
Date
Page 103-3
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AHCDD Form 104
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
REPRESENTATIONS, CERTIFICATIONS,
AND OTHER STATEMENTS OF BIDDERS
CDBG #07037
IFB #:
1. Certificatf!! of Independent Price Determination:
a. The bidder certifies that:
(1) The prices in this bid have been arrived at independently, without, for .the purpose of
restricting competition, any consultation, communication, or agreement with any other
bidder or competitor relating to:
(a) those prices;
(b) the intention to submit a bid; or
(c) the methods or factors used to calculate the prices offered;
(2) The prices in this bid have not been and will not be knowingly disclosed by the bidder,
directly ori'ndirectly, to any other bidder or competitor before bid opening (in the case of
a sealed bid solicitation) or contract award (in the case of a competitive proposal
solicitation) unless otherwise required by law; and
(3) No attempt has been made or will be made by the bidder to induce any other concern to
submit or not to submit a bid for the purpose of restricting competition.
b. ' Each signature on the bid is considered to be a certification by the signatory that the signatory:
(1) Is the person in the bidder's organization responsible for determining the prices being
offered in this bid or proposal, and that the signatory has not participated and will not
participate in any action contrary to subparagraphs a.(1) through a.(3) above; or
(2) Has ,been authorized, in writing, to .act as agent for the following principals in certifying
that those principals have not participated, and will not participate in any action contrary
to subparagraphs a. (1) through~, (3) above.
---r;;N( 7TMI-(A-~
[Insert full name of person(s) in the bidder1s organization responsible for
determining the prices offered in this bid or proposal, and the title of his or her
position in the bidder's organization]
(3) As an authorized agent, does certify that the principals named in subdivision b.(2)(a)
above have not participated, and will not participate, in any action contrary to
subparagraphs a.(1) through a.(3) above; and '
(4) As an agent, has not personally participated, and will not participate in any action
contrary to subparagraphs a. (1) through a~ (3) above. '
c. If the bidder deletes or modifies subparagraph (a) 2 above, the bidder must furnish with its bid
a signed statement setting forth in detail the circumstances of the disclosure.
Page 104-1
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II AHCDD Form 104
(Rev. 05/07)
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
REPRESENTATIONS, CERTIFICATIONS,
AND OTHER STATEMENTS OF BIDDERS
IFB #:
COBG #07037
b. The bidder, by signing its bid, hereby certifies to the best of his or her knowledge and belief as
of the date of this bid, that:
(1) No Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any agency, a Member of
Congress, an officer or employee of Congress, or an employee of a Member of Congress
on his or her behalf in connection with the awarding of a contract resulting from this
solicitation;
(2) If any funds other than Federal appropriated funds (including profit or fee received under
a covered Federal transaction) have been paid, or will be paid, to any person for
influencing or attempting to influence an officer or employee of any agency, a Member of
Congress, an officer or employee of Congress, or an employee of a Member of Congress
on his or her behalf in connection with this solicitation, the bidder shall complete and
submit, with its bid, OMB standard form LLL, "Disclosure of Lobbying Activities;" and
(3) He or she will include the language of this certification in all subcontracts at any tier and
require that all recipients of subcontract awards in excess of $100,000 shall certify and
disclose accordingly.' '
c. Submission of this certification and disclosure is a prerequisite for making or entering
into this contract imposed by Section 1352, Title 31, United States Code. Any person
who makes an expenditure prohibited under this provision or who faits to file or amend
the disclosure form to be filed or amended by this provision, shall be subject to a civil
penalty of not Jess than $10,000, and not more than $100,000, for each such failure.
4. , Organizational Conflicts of Interest Certification:
The bidder certifies that to the best of its knowledge and belief and except as otherwise disclosed,
he or she does not have any organizational conflict of interest which is defined as a situation in
which the nature of work to be performed under this proposed. contract and the bidders
organizational, financial, contractual, or other interests may, without some restriction on future
activities:
a. Result in an unfair competitive advantage to the bidder; or,
b. Impair the bidder's objectivity in performing the contract work.
[ ] In the absence of any actual or apparent conflict, I hereby certify that to the
best of my knowledge and belief, no actual or apparent conflict of interest exists with
regard to my possible performance of this procurement (Please initial.)
Bidder's Certification of Eligibility:
a, By the submission of this bid, the bidder certifies that to the best of its knowledge and belief,
neither it, nor any person or firm which has an interest in the bidder's firm, nor any of the
bidder's subcontractors, is ineligible to:
Page 104-3
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,I AHCDD Form 104
I (Rev. 05/07)
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AU(:jU~TA HUU~INl:i & l,;UMMUNII Y
DEVELOPMENT DEPARTMENT
REPRESENTATIONS. CERTIFICATIONS,
AND OTHER STATEMENTS OF BIDDERS
IFB #:
COBG #07037
c. ~ is D is not a minority business enterprise. "Minority business enterprise," as used in
this provision, means a business which is at least 51 percent owned or controlled by one or
more minority group members or, in the case of a publicly owned business, at least 51 percent
of its voting stock is owned by one or more minority group members, and whose management
and daily operations are controlled by one or more such individuals. For the purpose of this
definition, minority group members are: (Check the block applicable to you)
D Black Americans
D Asian Pacific Americans
D Hispanic Americans
D Asian Indian Americans
o Hasidic Jewish Americans
D Native Americans
12?J ArA =2 C/fN II Me III e /fA/ll
Certification of Eligibility Under the Davis-Bacon Act: (applicable to construction contracts
exceeding $2,000)
a. By the submission of this bid, the bidder certifies that neither it nor any person or firm who has
an interest in the bidder's firm is a person or firm ineligible to be awarded contracts by the
United States Government by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR
5.12(a)(1).
b. No part of the contract resulting from this solicitation shall be subcontracted to any person or
firm ineligible to be awarded contracts by the United States Government by virtue of section
3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
c. The penalty for making false statements is prescribed in the U. S. Criminal Code, 18 U.S.C.
1001.
Certification of Non-Segregated Facilities (applicable to contracts exceeding $10,000)
a. The bidder's attention is called to the clause entitled Equal Employment Opportunity of the
General Conditions of the Contract for Construction.
b. "Segregated facilities," as used in this provision, means any waiting rooms, work areas, rest
rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and
other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing facilities provided for employees, that are segregated by
explicit directive or are in fact segregated on the basis of race, color, religion, or national origin
because of habit, local custom, or otherwise.
c. By the submission of this bid, the bidder certifies that it does not and will not maintain or
provide for its employees any segregated facilities at any of its establishments, and that it does
not and will not permit its employees to perform their services at any location under its control
where segregated facilities are maintained. The bidder agrees that a breach of this certification
is a violation of the Equal Employment Opportunity clause in the contract.
Page 1 04~5
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II AHCDD Form ,104
(Rev. 05/07)
11110 Bidder's Signature:
I This form must be submitted with the bid with all information completed. The bidder hereby
I certifies that the information contained in these certifications and representations is accurate,
I complete, and current. Failure to submit t is certification properly completed and executed will '
I render the bidder non-responsive.
II
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
REPRESENTATIONS, CERTIFICATIONS,
AND OTHER STATEMENTS OF BIDDERS
IFB#:
CDBG #07037
(Signature and Date)
(Typed or Printed Name)
~ (t/ A/f ku /1-~
@cSf'DF'/V'I
(Title)
A,<-{f.-{1fI<- ~tVy-rI!!.(/e-71P4/ ~~ I/~
(Company Name)
cr: IJ r 810X /t77 EVCJt-Ur I t:-#yofSCJ9'
/ '
Page 104-7
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AHCDD Form 105
(Rev. 10106)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT '
CERTIFICATION FOR BUSINESS CONCERNS SEEKING SECTION 3
PREFERENCE IN CONTRACTING AND DEMONSTRATION OF CAPABILITY
CDBG #04037
IFB #:
Name of Business:
Address of Business:
/fA Ide
t:VtkS,tilf ?oQov
/ -'
Attached is the following documentation as evidence of status:
For business claiming status as a Section 3 resident-owned Enterprise:
D Copy of resident lease D Other Evidence
D Copy of evidence of participation in a pUblic assistance program
For the business entity (as applicable):
D Copy of Articles of Incorporation D Certificate of Good Standing
D Assumed Business Name Certificate D Partnership Agreement
D List of Owners/Stockholders and % of each D Corporation Annual Report
D Organization chart with names and titles and brief functional statement
D Latest Board minutes appointing officers '
D Additional documentation
For business claiming Section 3 status by subcontracting 25 percent of the dollar awarded to qualified
Section 3 business:
D List of subcontracted Section 3 business with corresponding certifications & subcontract amount
For business claiming Section 3 status, claiming at least. 30 percent of their workforce are currently
Section 3 residents, or were Section 3 eligible residents within 3 years of date of first employment with
the business: '
D List of all current full time employees D List of all employees claiming Section 3 status
D Residential lease (less than 3 years from day of employment)
D Other evidence of Section 3 status (less than 3 years from date of employment)
Evidence of ability to perform successfully under the terms and conditions of the proposed contract:
D Current financial statement D List of owned equipment
D Statement of ability to comply with public policy D List of all contracts for the past two years
(Corporate Seal)
Attested by: ~ Om /rJ.UJ---
Name (Print): ~la rtmmax
Page 105-1
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AHCDD Form 106
(Rev, 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
NON-:COLLUSION AFFIDAVIT
,. F1ii'~M:;:;;"D7j~5 ra uuh 0 ~ Co'if? 1.vC.
cY~cDl 667X /377
rLlCvLl5 tld- 50 g (() 9'
TELEPHONE: 00 _ '$ 6 (!J OcJFAX: 700 t'6:S 51IJ-
3. NAMES OF ALL INDNlDUALS HAVING MORE THAN 3% INTEREST IN COMPANY:
Name Title
~
/[
,.:::::'"0
IFB #:
CDBG #04037
2. SPECIFY TYPE OF OWNERSHIP:
Sole Proprietor EJ MBE
Partnership SSE
Professional Corp. WBE
Corporation
GA Business License #:
By submission of this bid or proposal, each Vendor and each person signing on behalf of any Vendor
c,ertifies, and, in the case of a joint bid or offer, each party thereto certifies as to its own organization, under
penalty of perjury, that to the best of his knowledge and belief:
1. The prices in this quotation have been arrived at independently without collusion, consultation, communications,
or agreement for the purpose of restricting competition, as to any matter relating to such prices with any' other
bidder/offeror or with any competitor;
2. Unless otherwise required by law, the prices which have been offered in this bid/offer have not beeh knowingly
disclosed by the bidder/offeror and will not knowingly be disclosed by the bidder/offeror, directly or indirectly to
any other bidder/offeror or to any competitor;
3. No attempt' has been made or will be made by the bidder/offeror to include any other person, partnership or
corporation to submit or not to submit a bid/offer for the purpose of restricting competition and,
4. No employee of the City of Augusta or any elected or appointed official has received or will receive any payment
or any other form of financial compensation from the bidder/offeror as a result of award of a contract or promise of
award to the bidder/offeror.
Note: Failure to submit this affidavit by the date specified in this solicitation may render the bid non-
responsive. No contract award will be made without a properly executed affidavit.
i ~ ,\~,.,..,...tta~'.Qf t-e.b
,,",' ~;Sr\ER FOr-. ....~..
~~~..71,1 ._0....0 .'70 ff~
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~ n * My Comm. Exp. :::!: ~
~>. July 6. 2008 i C!J :
,:0 I"'" .. . f:l: . -
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....,f',tYl: .1lI.."....~~ 0' ..fJ,"~
""""~ CO! I\'~ 0 ~,.~....'
Page"'106;1'{"''-''
Name:
Date:
Name:
Signature:
Signature:
Title:
Title:
Date:
Subscribed and sworn to before me this
My CD~"iSSion e:Pires
~'MGjL
Notary
Cf()
2/ /2 / 0 X
( "
.2oDf
(SEAL)
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AHCDD Form 107
(Rev. 10/06)
AUl:iU~ I A HUU~INl:i &; l,;UMMUNII Y
DEVELOPMENT DEPARTMENT
BIDDERS QUALIFICATIONS
IFB#:
CDBG #04037
All questions must be answered and the data given must be clear and comprehensive. This statement must be
notarized. If necessary add separate sheets for items requiring additional explanation. This information may be
submitted in a separate sealed envelope marked "Bidder's Qualifications and Financial Statement"., In the
event your bid is not selected for award, this envelope will be returned to the Contractor unopened.
1. Name of Bidder: 2. Date Company Organized:
It ,vf jV{ Iffl C& t1r1rLlvho~ 12"f lIVe 1- -Ib - ~tJt!7 0
3. pe4";~tin~:etilf{0c1 Cf~d 4. State incorporated f
{d. 6" ()tZ-6-I19
t 1/i1lM-5 ( (LI) 3ogoy 5. How many years have you been engaged In the contracting
business u~jj..rpresent firm name?
C; {,fP ~ S
6. Listing of current contracts: (Schedule these, showing nature of the work, gross amount of each contract, anticipated dates for
completion, name and telephone number of owner's representative).
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7. Ge;;:";:~~"e;:Z;;Y67=fj / C6uf/~ &~s1Yt/cAo~
(?ar k. f L({)r15*(/~0/1
8. Have you ever failed to complete any work awarded to you? If so, where and why?
#0
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9. Have you ever defaulted on a contract? If so, where and why?
;VD
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10. List the three (3) most important structures recently completed by your company, stating approximate cost of each, month and year
completed, name and telephone number of owner"s representative. '
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AHCDD Form 107
(Rev. 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
BIDDERS QUALIFICATIONS
IFB #:
CDBG #04037
15. Financial report not more than three (3) months old and containing a balance sheet providing at least the following information.
BALANCE SHEET
ASSETS
CURRENT ASSETS:
Cash
Joint Venture Accounts
Accounts Receivable
Notes Receivable
Accrued Interest on Notes
Deposits
Material and Prepaid Expense
Total Current Assets
/&7 Iro
FIXED ASSETS - NET
OTHER ASSETS
TOTAL ASSETS:
/71 57 i
<>"3 8 6t-g
LIABILITIES AND CAPITAL
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CURRENT LIABILITIES
Accounts Payable
Notes Payable
Accrued Interest on Notes
Provision for Income Taxes
Advances Received from Owners
Accrued Salaries
Accrued Payroll Taxes
Other
Total Current Liabilities
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OTHER L1ABILlTIES
CAPITAL
Capital Stock
Authorized and Outstanding Shares,
Par Value
Earned Surplus
TOTAL LIABILITIES AND CAPITAL
~3B
'338
b~q
$~.~
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The undersigned hereby authorizes and requests any person, firm, or corporation to furniSh any infonnation requested by the City's Augusta Housing &
Community Development Department in ve . tion of the recitals comprising this Statement of Bidder's Qualifications.
Name of Bidder
---ro ~y ~,L{ /hi-
C?r e. [
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TiUe of Bidder
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being duly sworn deposes and says that he is ?rR. S / ~
4-HM tJ-/l C.o ~d~1 and that the answers to the foregoing questions and all statements lher .
correct. ".,....... \-\ER Fa ""'" _ '
.,:ii' ........ 19<:) ..... ,.= /) - oX"
Sworn to before me thiS' '< . .'~y 0/\ 1\::....\r..J . 20 ~
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~ ."~ ,~. My Comm. Exp. 'i <c i
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of
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Page 107-3
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WAGE DECISION TRANSCRIPT
General Wage Decision: GA20080002 02/08/2008 GA2
Date Verified on Department of Labor Web Site: September 18, 2008
FORM 108
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GENERAL DECISION: GA20080002 02/08/2008 GA2
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Date: February 8, 2008
General Decision Number: GA20080002 02/08/2008
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Superseded General Decision Number: GA20070002
State: Georgia
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Construction Type: Building
County: Richmond County in Georgia.
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BUILDING CONSTRUCTION PROJECTS (does not include residential
construction consisting of single family homes and apartments
up to and including 4 stories)
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Modification Number
o
Publication Date
02/08/2008
I SUGA2000-001 03/24/2000
Rates
, Fringes
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Acoustical Ceiling Mechanic. ...$ 13.60
2.01
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Block Mason..... ....... ........$ 16.00
Bricklayer.....................$ 12.21
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Carpenter (does not include
acoustical ceiling
installation, automatic
door installation, awning
installation, batt and
blown insulation, bin and
shelf installation,
concrete form work,
decking, drapery
installation, drywall
finishing, drywall hanging,
or partition installation).. ...$ 12.14
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Carpenters:
CONCRETE FORM WORK ONLY. ....$ 12.00
METAL FRAME WORK... .........$ 13.01
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Caulker. . . . . . . . . . . . . . . . . . . . . . . . $ 9.00
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Cement Mason.. .... ..... ... .....$ 11.79
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Drywall Finisher............... $ 13.07
"
Page 108-1
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IFB#:
cDBG 04037
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WAGE DECISION TRANSCRIPT
General Wage Decision: GA20080002 02/08/2008 GA2
Date Verified on Department of Labor Web Site: September 18, 2008
FORM 108
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Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
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In the listing above, the "SU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
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WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
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an existing published wage determination
a survey underlying a wage determination
a Wage and Hour Division letter setting forth a position on
a wage determination matter
a conformance (additional classification and rate) ruling
*
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On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
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With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
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Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
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2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
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Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
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Page 108-3
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IFB#:
cDBG 04037
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AHCDD Form 109
(Rev. 10/06)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
LIST OF DRAWINGS
IFB#:
cDBG #04037
List of Project Drawings Bound Within the Bid Package
List of Schedules, Tables, and Details Bound Within the Bid Package
List of Project Drawings Furnished With the Bid Package
List of Schedules, Tables, and Details Furnished Separately With the Bid Package
. Page 109-1
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AHCDD Form 110
(Rev. 10106)
AUuU::;) I A HUU~IN{j & l,;UMMUNITY
DEVELOPMENT DEPARTMENT
CERTIFICATE AS TO CORPORATE PRINCIPAL
cDBG #04037
IFB #:
For bidding corporation, the following certification must be made by Secretary of the
corporation named as Principal in bond, attached to the Bid Bond and submitted with
the bid.
I, f y tV!fu.rt:( AM H ~ , certify that I am the Secretary of the.
corporation namedtas Priocipal iO t~e within bond. /
II- M H. ,4-YL 0 tl 5 trv c.-h D" C:OA1/a/l (' I A/ c. CZa-Cf '
That \:110 AI' I who signed the bond on
behalf of the Principa . was then the rL c of said corporation;
that I know his/her signature, and his/her signature thereto is genuine; and that said bond was
duly signed,sealed, and attested to for and in behalf of said corporation by authority of its
governing body.
Signature of Secretary of the Corporation
Name of Secretary of the CorporatiDn
~.~
ClfA/ -rH/~,<J 1J,<4.1--1~
Date
Corporate Seal
2 -I ?- - o1?
Page 110-1
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/10
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR AFFIDAVIT AND AGREEMENT
GA SECURITY & IMMIGRATION cOMPLAINcE ACT OF 2006
Project #:
cDBG #04037
STATE OF GEORGIA
RICHMOND COUNTY
CONTRACTOR AFFIDAVIT AND AGREEMENT
COMES NOW before me, the undersigned officer duly authorized to administer oaths, the undersigned
contractor, who, after being duly sworn, states as follows:
1.
By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. S
13-10-91 and Georgia Department of Labor Rule 300-10-1-.02, stating affirmatively that the individual, firm, or
corporation which is contracting with the Georgia Department of Natural Resources has registered with and is
participating in a federal work authorization program* in accordance with the applicability provisions and
deadlines established in a.c.G.A. S 13-10-91 and Georgia Department of Labor Rule 300-10-1.02.
2.
The undersigned contractor further agrees that, should it employ or contract with any
subcontractor(s) in connection with the physical performance of services pursuant to the contract with the
Georgia Department of Natural Resource3s of which this affidavit is a part, the undersigned contractor will
secure from such subcontractor(s) similar verification of compliance with O.C.G.A. S 13-10-91 and Georgia
Department of Labor Rule 300-10-1-.02 through the subcontractor's execution of the subcontractor affidavit
required by Georgia Department of Labor Rule 300-10-1-.08 or a substantially similar subcontractor affidavit.
The undersigned contractor further agrees to maintain records of such compliance and provide a copy of each
such verification to the Georgia Department of Natural Resources at the time the subcontractor(s) is retained to
perform such services.
EEV/Basic Pilot Program User Identification Number
FURTHER AFFIANT ~ETH NOT
BY: :~~
gen/I 2-g~ rvcol
Date / -
A-I--lPA /k1- t, ~r /rvch 0 :
Contractor Name
r'oNfJ'1 ,
I
PI< ~ /D-E3"/V/
Title of Authorized Officer or Agent of Contractor
70Ivy kMJ4 /1YL
Printed Name of Authorized Officer or Agent
505-1
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I AHCDD Form 115
(Rev. 10106)
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ORIGINAL
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENTOEPARTMENT
COBG #04037
NOTICE OF AWARD
TO:
Mr. Tony Ammar, Contractor
Ammar Construction Company, Inc.
P. O. Box 1877
Evans, GA 30809
PROJECT DESCRIPTION:
W. 1. Johnson Kitchen Renovations
1610 Hunter Street
Augusta, GA 30901
The OWNER has considered the BID submitted by you for the above described WORK in response to
its Advertisement for Bids dated February 12. 2008, and Instruction for Bidders.
You are hereby notified that your BID has been accepted for items in the amount of $155. 700.00
One hundred fifty-five thousand. seven hundred dollars and no cents.
You are required by the Instructions for Bidders to execute the Agreement and furnish the required
Contractor's Performance Bond and Payment Bond within ten (10) calendar days from the date of this Notice
to you.
If you fail to execute said Agreement and to furnish said bonds within ten (10) days from the date of this
Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your
BID as abandoned and as a forfeiture of your Bid Bond. The OWNER will be entitled to such other rights as
may be granted by law.
You are required to return an acknowledged copy of the NOTICE OF AWARD to the OWNER.
Dated this 18th day of September, 2008
AUG~ST~;GIA
By: /~ -
Chester A. Wheeler, III
ACCEPTANCE OF NOTICE:
I Receipt of the above NOTICE OF
AWARD is hereby acknowledged on
I :~s ~7:~ ~08
, President
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II AHCDD Form 401
(Rev. 5/2007)
i I
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONSTRUCTION CONTRACT
Project #:
cDBG #04037
I
, I THIS AGREEMENT made this 18th day of September in the year 2008 by and between awarded
I Contractor, AM MAR CONSTRUCTION COMPANY. INC., (a legal entity), organized under the State
;., of Georgia, hereinafter called the "Contractor," and AUGUSTA, GEORGIA, (a political subdivision of
I the State of Georgia), through its AUGUSTA HOUSING & COMMUNITY DEVELOPMENT
. DEPARTMENT, herein called the "Owner" and AUGUSTA RECREATION & PARKS
o DEPARTMENT, hereinafter called the "Grant Subrecipient.
~ WITNESSETH, that the Contractor, Owner and Grant Recipient for the consideration stated herein,
,-. mutually agree as follows:
,~ ARTICLE I
~ Statement/Scope of Work. The Contractor shall furnish all labor, material,. equipment, and services
L and perform and complete all work reqUired for the construction of Project No. 04037, In strict
I accordance with "the plans, specifications and drawings for this project developed by
,~ Virao/Gambill, as architects. Numbered 2511, dated Auaust 9. 2006. Said documents being
I incorporated herein by reference and made a part hereof.
..J ARTICLE II
~ Contract Price. The Augusta, Georgia Housing & Community Development Department, Owner,
'. shall pay the Contractor for the performance of the Contract, in current funds, subject to additions and
1 deductions as provided in the specifications for completed work meeting the requirements of the
(_.J Contract Documents, the sum of:
lONE HUNDRED FIFTY-FIVE THOUSAND. SEVEN HUNDRED DOLLARS AND NO CENTS
U ($155.700.00l. Said contract price being paid as draws against the contract price and deducting from
I each draw 10 % as retainage. The Contractor hereby agrees to commence work under this contract
U on or before a d.ate t~ ~e specified in a. written "Notice to Proceed" of the OWNER and to fully
, complete the project wlthm 120 consecutive calendar days thereafter. The CONTRACTOR further
I agrees to pay, as liquidated damages, the sum of $100 for each consecutive calendar day thereafter
U as hereinafter provided in Paragraph "9" of the General Conditions.
I
ARTICLE III
I' Contractor agrees that time is of the essence in the completion of the work in the time required by this
contract and hereby waives any formal notice of default for failure to complete the work of any of its
component parts on time.
Page 401-1
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'I AHCDD Form 401
(Rev. 5/2007)
1
:~
~ Contract Documents. The contract documents consist of the following:
.~
,~
,~
:~
1 Special Stipulations.
._1 The following provisions shall control if in conflict with any of the foregoing terms of this contract.
. In the event that any provision or any other component part of this Contract conflicts with any
~ provision of any other component part, the provision of the component part first enumerated in the
~ ARTICLE IV shall govern, except as otherwise specially' stated. The various provisions in the
." Addendum shall be construed in the order of the preference of the component part of the Contract
,~ which each modifies.
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONSTRUCTION CONTRACT
Project #:
cDBG #04037
ARTICLE IV
(a) This Contract
(b) General Conditions
(c) Special/Supplemental Conditions
(d) Technical Specifications
(e) Drawings; and
(f) Power of Attorney granted by the Augusta-Richmond County Commission to Chester A.
Wheeler, III, so long as he is employed by Augusta, Georgia as the Director of the Augusta
Housing and Community Development Department.
ARTICLE V
. IN WITNESS WHEREOF, the parties hereto have caused this Instrument to be executed by and
~ through their authorized representative in four (4) original counterparts as of the day and year first
1 above written.
U ATTEST:
..~
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AUQusta. GeorQia
Owner
....,~!'. "?;\'T,~'~"_"''''~)''
,,'" ~"q-;;~'--~
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ry:
{J2~~
David S. open haver
As its Mayor
~"'\o(
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~1{ 'f (!N:nel!;r..." ;7rJ
Page 401-2
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AHCDD Form 401
(Rev. 5/2007)
ATTEST:
SEAL
(' -
I .' -
. ~f},u~)rhr/J1{lL
As;its Secretary
-~
--rw. - ess)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONSTRUCTION CONTRACT
Project #:
CDBG #04037
Ammar Construction Company, Inc.
Contractor
BY:~..LA~AL ...,-
~iiS-p;"sident
ARC Recreation & Parks Department
Subrecipient
21-
Tom F. Beck, ,.
As its Director
BY:
This contract is entered into by and through its authorized agents:.I~~ ~~
Chester A. heeler, III
Director AHCDD
Approved as to form by:
Page 401-3
Frederick L. Russell
City Administrator
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AHCDD Form 402
(Rev.05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
cDBG #04037
Project #:
CONDUCT OF WORK
1. Definitions.
A. "Architect" means the person or other entity engaged by the Owner or Grant Recipient to perform architectural,
engineering, design, and other service!? related to the work as provided for in the contract. When AHCDD uses an
engineer to act in this capacity, the terms "architect" and "engineer" shall be synonymous. The Architect shall
serve as a technical representative of the Owner and the Grant Recipient. The Architect's authority is as set forth
elsewhere in this contract.
B. "Contract" means the contract entered into between Owner, Grant Recipient and the Contractor. It includes the
forms of Bid, the Bid Bond, the Performance and Payment Bond or Bonds or other assurance of completion, the
Certifications, Representations, and Other Statements of Bidders, these General Conditions of the Construction
Contract, the applicable wage rate determinations from either the U.S. Department of Labor or HUD, and any
Supplemental and Special conditions included in the contract, the Notice ,to Proceed, the drawings and
specifications, and the work write up. It includes all formal changes to any of those documents by addendum,
change order, or other modification The Contract, including all referenced documents, constitutes the entire
agreement between the parties. No agent, representative, employee or officer of either Owner, the Grant
Recipient, or the Contractor has authority to make any statement, agreement or representation, oral or written, in
connection with the Contract, which in any way can be deemed to modify, add to,or detract'from, or otherwise
change or alter its terms and conditions. "No negotiations between the parties, nor any custom or usage, shall be
permitted to modify or contradict any ofthe terms and conditions of the Contract. No modifications, alterations,
changes, or waiver to the Contract orany of its terms shall be valid or binding unless accomplished by a written
amendment signed by all parties. All such amendments will be made using the appropriate Owner form.
C. "Contractor" means the person or other entity entering into the contract with the Owner and the Grant Recipient
to perform all of the work required under the contract.
D. "Drawings" means the drawings enumerated in the schedule of drawings contained in the Specifications and as
described in the contract clause entitled "Specifications and Drawings for Construction" herein.
E. "AHcDD" means the Augusta Housing and Community Development Department. The Owner's AHCDD provides
financial assistance to an eligible Grant Recipient, which includes assistance in financing the work to be
performed under this contract. As defined elsewhere in these General Conditions or the contract documents, the
determination of AHCDD is required to authorize changes in the work or for release of funds for payment to the
Contractor. Notwithstanding AHCDD's role, nothing in this contract shall be construed to create any contractual
relationship between the Contractor and Owner.
F. "AHcDD Rehabilitation Inspector" means the person or persons delegated the authority by Owner's AHCDD to
execute, administer, and/or terminate this contract. The term includes any successor AHCDD Rehabilitation
Inspector. The Owner's AHCDD shall be deemed an authorized agent of the Grant Recipient in all dealings with
the Contractor.
G. "Grant Recipient" is the person or organization identified as such in the Construction Contract. The term Grant
Recipient means the Grant Recipient or his authorized representative. '
H. "Project" means the entire project, whether construction or rehabilitation, the work for which is provided for in
whole or in part under this contract.
I. "Specifications" means the written description of the technical requirements for construction and includes the
criteria and tests for determining whether the requirements are met.
J. "Testing Laboratory" An independent entity engaged to perform specific inspections or tests of the work, either
at the project site or elsewhere; and to report and, if required, interpret results of those inspections or tests.
Page 402-1
AHCDD Form 402
(Rev. 05/07)
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AUGUST A HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
B. The Architect shall serve as the Owner's AHCDD's technical representative with respect to architectural,
engineering, and design matters related to the work performed under the contract. The Architect, when
requested by Owner's AHCDD, may provide direction on contract performance. Such direction shall be within
the scope of the contract and may not be of a nature which:
(1.) Institutes additional work outside the scope of the contract;
(2.) Constitutes a change as defined in the "Changes" clause of this contract;
(3.) Causes an increase or decrease in the cost of the contract;
(4.) Alters the Construction Progress Schedule; or
(5.) Changes any of the other express terms or conditions of the contract.
c. The Architect's duties and responsibilities may include but shall not be limited to:
(1.) Making periodic visits to the work site, and on the basis of on-site inspections, issuing written reports
to Owner's AHCDD, which shall include all observed deficiencies. The Architect.shallfilea copy of
the report with the Contractor's designated representative at the site;
(2.) Making modifications in drawings and technical ,specifications and assisting Owner's AHCDD in the
preparation of change orders and other contract modifications for issuance by Owner's AHCDD;
(3.) Reviewing and making recommendations with respect to:
(4.) the Contractor's construction progress schedules;
(5.) the Contractor's shop and detailed drawings;
(6.) the machinery, mechanical and other equipment and materials or other articles proposed for use by
the Contractor.
(7.) Assisting in inspections, signing Certificates of Completion, and making recommendations regarding
acceptance of work completed under the contract.
Other Contracts:
The Owner's AHCDD or the Grant Recipient may undertake or award other contracts for additional work at or near
the site of the work under this contract. The Contractor shall fully cooperate with the other contractors and shall
carefully adapt scheduling and performing the work under this contract to accommodate the additional work,
heeding any direction that may be provided by Owner's AHCDD. The Contractor shall not commit or permit any act
that will interfere with the performance of work by any other contractor.
Page 402-3
AHCDO Form 402
(Rev. 05/07)
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
5.
B.
(4.) the conformation and conditions of the ground; and
(5.) the character of equipment and facilities needed preliminary to and during work performance.
The Contractor acknowledges that he is satisfied as to the character, quality, and quantity of surface and
sub-surface materials or obstacles to be encountered insofar as this information is reasonably ascertainable
from an inspection of the site, including all exploratory work done by Owner's AHCDD, as well as from any
drawings and specifications made a part of this contract. Any failure of the Contractor to take the actions
described and acknowledged in this paragraph will not relieve the Contractor from responsibility for
estimating properly the difficulty and cost of successfully performing the work, or from proceeding to
successfully perform the work without additional expense to Owner's AHCDD or the Grant Recipient.
c.
Owner's AHCDD assumes no responsibility for any conclusions or interpretations made by the Contractor
based on the information made available by Owner's AHCDD. Nor does Owner's AHCDD assume
responsibility for any understanding reached or representation made concerning conditions that can affect
the work by any of its officers or agents before the execution of this contract, unless that understanding or
representation is expressly stated in this contract.
Differing Site Conditions.
A.
The Contractor shall, within two (2) business days of discovery, and before the conditions are disturbed, give
a written notice to Owner and the Architect of:
(1.)
(2.)
subsurface or latent physical conditions at the site which differ from those indicated in this contract; or
unknown physical conditions at the site, of an unusual nature, which differ materially from those
ordinarily encountered and generally recognized as inhering in work of the chara~ter provided for in
the contract.
B.
Owner's AHCDD and the Architect shall investigate the site conditions promptly after receiving the notice.
Work shall not proceed at the affected site, except at the Contractor's risk, until Owner's AHCDD has
provided written instructions to the Contractor. If the conditions materially differ and cause an increase or
decrease in the Contractor's cost or the time required for performing any part of the work under this contract,
whether or not changed as a result of the conditions, Owner's AHCDD will make an equitable adjustment in
the contract price, the delivery schedule, or both under this clause and the contract modified in writing
accordingly.
c.
No request by the Contractor for an equitable adjustment to the contract under this clause shall be allowed,
unless the Contractor has given the written notice required; provided, that the time prescribed above for
giving written notice may be extended by Owner's AHCDD.
D.
No request by the Contractor for an equitable adjustment to the contract for differing site conditions shall be
allowed if made after final payment under this contract.
Specifications and Drawings for Construction.
A.
The Contractor shall keep on the work site a copy of the drawings and specifications and at all times give
access to Owner's AHCDD and the Architect. Anything mentioned in the specifications and not shown on the
drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if
shown or mentioned in both. In case of difference between drawings and specifications, the specifications
shall govern. In case of discrepancy in the figures, in the drawings, or in the specifications, the matter shall
be promptly submitted to the Architect, who will make a determination in writing. Any adjustment by the
Contractor without such a determination shall be at its own risk and expense. The Architect shall furnish from
time to time such detailed drawings and other information as considered necessary, unless otherwise
provided.
Page 402-5
AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
J. This clause shall be included in all subcontracts at.any tier. It shall be the responsibility of the Contractor to
ensure that all shop drawings prepared by subcontractors are submitted to the Architect.
K. The Contractor shall provide with each submittal for approval a certificate attesting that the products or
materials to be supplied are:
(1.) currently and readily available;
(2.) not obsolete or discontinued; and
(3.) not to be discontinued or deleted from the supplier or manufacturers stock within the next calendar
year.
L. Layouts and Floor Plans provided by Owner's AHCDD are diagrammatic only and are intended to illustrate
the general intentions of Owner's AHCDD only. They do not show all the work required, exact dimensions, or
construction details.
I 6. As-Built Drawings.
A. "As-built drawings," as used in this clause, means drawings submitted by the Contractor or subcontractor at
any tier to show the construction of a particular structure or work as actually completed under the contract.
"As-built drawings" shall be synonymous with "Record drawings."
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B.
Within 5 days of notification of substantial completion, the Contractor shall provide the Architect accurate
information to be used in the preparation of permanent as-built drawings. For this purpose, the Contractor
shall record on one set of contract drawings all changes from the installations originally indicated, and record
final locations of underground lines by depth from finish grade and by accurate horizontal offset distances to
permanent surface improvements such as buildings, curbs, or edges of walks. No final payment will be made
to the contractor until the Architect has received accurate'information to be used in the preparation of
permanent as-built drawings.
c. This clause shall be included in all subcontracts. It shall be the responsibility of the Contractor to ensure that
all as-built drawings prepared by subcontractors are submitted to the Architect.
7. Material and Workmanship.
A.
All equipment, material, and articles furnished under this contract shall be new and of the most suitable
grade for the purpose intended, unless otherwise specifically provided in this contract. References in the
contract to equipment, material, articles, or patented processes by trade name, make, or catalog number,
shall be regarded as establishing a standard of quality and shall not be construed as limiting competition.
The Contractor may use any equipment, material, article, or process that, in the judgment of, and as
approved by Owner's AHCDD and the Architect, is equal to that named in the specifications, unless
otherwise specifically provided in this contract.
B.
Approval of equipment and materials:
(1.) The Contractor shall obtain Owner's AHCDD and Architect approval of the machinery and mechanical
,and other equipment to be incorporated into the work. When requesting approval" the Contractor shall
furnish to the Architect the name of the manufacturer, the model number, and other information
concerning the performance, capacity, nature, and rating of the machinery and mechanical and other
equipment. When required by this contract or by Owner's AHCDD, the Contractor shall also obtain
Owner's AHCDD and Architect approval of the material or articles that the Contractor contemplates
incorporating into the work. When requesting approval, the Contractor shall provide full information
I Page 402-7
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111.
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AHCDD Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
(1.)
Ensure that no laborer or mechanic shall be required to work in surroundings or under working
conditions which are unsanitary, hazardous, or dangerous to his/her health and/or safety as
determined under construction safety and health standards promulgated by the Secretary of Labor by
regulation;
Protect the lives, health, and safety of other persons;
Prevent damage to property, materials, supplies, and equipment; and,
Avoid work interruptions.
(2.)
(3.)
(4.)
B.
For these purposes, the Contractor shall:
(1.)
Comply with regulations and standards issued by the Secretary of Labor at 29 CFR Part 1926. Failure
to .comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety
Standards Act (Public Law 91-54,83 Statute 96),40 U.S.C. 327 et seq.,
(2.)
Include the terms of this clause in every subcontract so that such terms will be binding on each
subcontractor.
c.
The Contractor shall maintain an accurate record of exposure data on all accidents incident to work
performed under this contract resulting in death, traumatic injury, occupational disease, or damage to
property, materials, supplies, or equipment, and shall report this data in the manner prescribed by 29 CFR
1904.
D.
Owner's AHCDD shall notify the Contractor of any non-compliance with these requirements and of the
corrective action required. This notice, when delivered to the Contractor or the Contractor's representative at
the site of the work, shall be deemed sufficient notice of the non-compliance and corrective action required.
After receiving the notice, the Contractor shall immediately take corrective action. If the Contractor fails or
refuses to take corrective action promptly, Owner's AHCDD may issue an order stopping all or part of the
work until satisfactory corrective action has been taken. The Contractor shall not base any claim or request
for equitable adjustment for additional time or money on any stop order issued under these circumstances.
The Contractor shall be responsible for his subcontractors' compliance with the provisions of this clause. The
Contractor shall take such action with respect to any subcontract as Owner's AHCDD, the Secretary of
Housing and Urban Development, or the Secretary of Labor shall direct as a means of enforcing such
provisions.
E.
10.
Temporary Heating.
The Contractor shall provide and pay for temporary heating, covering, and enclosures necessary to properly protect
all work and materials against damage by dampness and cold, to dry out the work, and to facilitate the completion
of the work. Any permanent heating equipment used shall be turned over to the Grant Recipient in the condition
and at the time required by the specifications.
Availability and Use of Utility Services.
A.
The Grant Recipient shall make all reasonably required amounts of utilities available to the Contractor from
existing outlets and supplies, as specified in the contract. Unless otherwise provided in the contract, the
amount of each utility service consumed shall be charged to or paid for by the Contractor at prevailing rates
charged to the Grant Recipient. The Contractor shall carefully conserve any utilities furnished without charge.
B.
The Contractor, at its expense and in a manner satisfactory to Owner's AHCDD, shall install and maintain all
necessary temporary connections and distribution lines, and all meters required to measure the amount of
each utility used for the purpose of determining charges. Before final acceptance of the work by the Owner's
Page 402-9
AHCDD Form 402
(Rev. 05/07)
I
115.
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116.
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
A. Temporary buildings (e.g., storage sheds,shops, offices, sanitary facilities) and utilities may be erected by the
Contractor only with the approval of Owner's AHCDD and the Grant Recipient and shall be built with labor and
materials furnished by the Contractor without expense to Owner's AHCDD or the Grant Recipient. The
temporary buildings and utilities shall remain the property of the Contractor and shall be removed at the
Contractor's expense upon completion of the work. With the written consent of Owner's AHCDD and the Grant
Recipient, the buildings and utilities may be abandoned and need not be removed.
B. The Contractor shall, as directed by Owner's AHCDD, use only established roadways, or use temporary
roadways constructed by the Contractor when and as authorized by Owner's AHCDD. When materials are
transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by
the manufacturer of the vehicle or prescribed by any federal, state, or local law or regulation. When it is
necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall
repair or pay for the repair of any damaged curbs, sidewalks, or roads.
14.
Clean Air and Water (Applicable to Contracts in Excess of $100,000).
A. Definition. "Facility" means any building, plant, installation, structure, mine, vessel or other floating craft,
location, or site of operations, owned, leased, or supervised by the Contractor or any subcontractor, used in
the performance of the contract or any subcontract. When a location or site of operations includes more than
one building, plant, installation, or structure, the entire location or site shall be deemed a facility except when
the Administrator, or a designee, of the Environmental Protection Agency (EPA) determines that independent
facilities are collocated in one geographical area.
B. In compliance with regulations issued by the United States Environmental Protection Agency (EPA), 40 CFR
Part 15, pursuant to the Clean Air Act, as amended ("Air Act"), 42 U.S.C. 7401, et seq., the Federal Water
Pollution Control Act, as amended ("Water Act"), 33 U.S.C. 1251, et seq., and Executive Order 11738, the
Contractor agrees to:
(1.) Not utilize any facility in the performance of this contract or any subcontract which is listed on the EPA
List of Violating Facilities pursuant to Part 15 of the regulations for the duration of time that the facility
remains on the list;
(2.) Promptly notify Owner's AHCDD if a facility the Contractor intends to use in the performance of this
contract is on the EPA List of Violating Facilities or the Contractor knows that it has been
recommended to be placed on the List;
(3.) Comply with all requirements of the Air Act and the Water Act, including requirements of Section 114
of the Air Act and Section 308 of the Water Act, and all applicable clean air and clean water standards;
and,
(4.) Include or cause to be included the provisions of this clause in every subcontract, and take such action
as HUD may direct as a means of enforcing such provisions.
Energy Efficiency.
The Contractor shall comply with all standards and policies relating to energy efficiency which are contained in the
energy conservation plan>issued in compliance with the Energy Policy and Conservation Act (Public Law 94-163)
for the State of Georgia.
Inspection and Aeceptanc~ of Construction.
A. Definitions. As used in this clause:
(1.) "Acceptance" means the act of Owner's AHCDD by which Owner's AHCDD and the Architect
approve and the Grant Recipient assumes ownership of the work performed under this contract.
Acceptance may be partial or complete. '
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AUGUST A HOUSING & COMMUNITY Project #:
AHCDD Form 402 DEVELOPMENT DEPARTMENT
(Rev. 05/07) GENERAL CONDITIONS CDBG #04037
I. If any work requiring inspection is covered up without approval of Owner's AHCDD, it must, if requested by
Owner's AHCDD, be uncovered at the expense of the Contractor. If at any time before final acceptance of
the entire work, Owner's AHCDD considers it necessary or advisable to examine work already completed by
removing or tearing it out, the Contractor shall, on request, promptly furnish all 'necessary facilities, labor, and
material. If such work is found to be defective or non-conforming in any material respect due to the fault of
the Contractor or its subcontractors, the Contractor shall defray all the expenses of the examination and of
satisfactory reconstruction. If, however, such work is found to meet the requirements of the contract, Owner's
AHCDD shall make an equitable adjustment to cover the cost of the examination and reconstruction,
including, if completion of the work was thereby delayed, an extension of time.
J. The Contractor shall notify Owner's AHCDD and the Architect as to the date when in its opinion all or a
designated portion of the work will be substantially completed and ready for inspection. If Owner's AHCDD
and the Architect determine that the state of preparedness is as represented, the inspection will be
completed promptly. Unless otherwise specified in the contract, Owner's AHCDD shall accept, as soon as
practicable after completion and inspection, all work required by the contract or that portion of the work
Owner's AHCDD and the Architect determine and designate can be accepted separately. Acceptance shall
be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Grant
Recipient's right under any warranty or guarantee.
K. Use and Possession Prior to Completion.
L. The Grant Recipient shall have the right to take possession of or use any completed or partially completed
part of the work. Before taking possession of or using any work, the Architect shall furnish the Contractor a
list of items of work remaining to be performed or corrected on those portions of the work that the Grant
Recipient intends to take possession of or use. However, failure of AHCDD or the Architect to list any item of
work shall not relieve the Contractor of responsibility for complying with the terms of the contract. The Grant
Recipient's possession or use shall not be deemed an acceptance of any work under the contract.
M. While the Grant Recipient has such possession or use, the Contractor shall be relieved of the responsibility
for:
(1.) the loss of or damage to the work resulting from the Grant Recipient's possession or use,
notwithstanding the terms of the "Permits, Licenses, and Codes" clause of this contract;
(2.) all maintenance costs on the areas occupied; and,
(3.) furnishing heat, light, power, and water used in the areas occupied without proper remuneration.
N. If prior possession or use by the Grant Recipient delays the progress of the work or causes additional
expense to the Contractor, an equitable adjustment shall be made in the contract price or the time of
completion, and the contract shall be modified in writing accordingly.
17.
Warranty of Title.
The Contractor warrants good title to all materials, supplies, and equipment incorporated in the work and agrees to
deliver the premises, together with all improvements thereon, free from any claims, liens or charges, and agrees
further that neither it nor any other person, firm or corporation shall have any right to a lien upon the premises or
anything appurtenant thereto.
18.
Warranty of Construction.
A. In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph
J of this clause, that work performed under this contract conforms to the contract requirements and is free of
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I AHCDD Form 402 DEVELOPMENT DEPARTMENT Project #:
(Rev. 05/07) GENERAL CONDITIONS cDBG #04037
ADMINISTRATIVE REQUIREMENTS
1. Contract Period.
The Contractor shall complete all work required under this contract within the time schedule established in the
Notice to Proceed issued by AHCDD.
2. Order of Precedence.
In the event of a conflict between these General Conditions and the Specifications, the General Conditions shall
prevail. In the event of a conflict between the contract and any applicable state or local law or regulation, the state
or local law or regulation shall prevail; provided that such state or local law or regulation does not conflict with, or is
less restrictive than applicable federal law, regulation, or Executive Order. In the event of such a conflict, applicable
federal law, regulation, or Executive Order shall prevail.
3. Payments to Contractor.
A. Payments to the Contractor will be made by AHCDD on behalf of the Grant Recipient. AHCDD shall pay the
Contractor the price as provided in this contract.
B. Before any payment is made, an inspection by an AHCDD Rehabilitation Inspector and the Architect must be
performed. AHCDD shall make progress payments approximately every 30 days on the AHCDD-determined
value of work accomplished that meets the standards of quality established under the contract, as approved
by AHCDD and the Architect. AHCDD may, with the approval of the Director, make more frequent payments
to contractors that are qualified small businesses.
c. Before the first progress payment under this contract, the Contractor shall furnish, in, such detail as
requested by AHCDD, a breakdown of the total contract price showing the amount for each principal
category of the work, which shall substantiate the payment requested and provide a basis for determining
progress payments. The breakdown shall be approved by AHCDD. If the contract covers more than one
project, the Contractor shall furnish a separate breakdown for each. The values and quantities employed in
making up this breakdown are for determining the amount of progress payments and shall not be construed
as a basis for additions to or deductions from the contract price.
D. The Contractor shall submit, on forms provided by AHCDD, requests for payment showing the value of the
work performed during the period based upon the approved breakdown of the contract price. Such payment
requests shall be submitted only for work completed during that period and are subject to correction and
revision as required. AHCDD, the Architect, and the Grant Recipient must approve the estimates prior to
payment. If the contract covers more than one project, the Contractor shall furnish a separate progress
payment estimate for each.
E. The AHCDD payment request shall include the following certification, which shall be signed by the
Contractor, or payment shall not be made:
"I hereby certify, to the bestof my knowledge and belief, that:
(1.) The amounts requested are only for performance in accordance with the specifications, terms, and
conditions of the contract;
(2.) Payments to subcontractors and suppliers have been made from previous payments received under
the' contract, and timely payments will be made from the proceeds of the payment covered by this
certification, in accordance with subcontract agreements; and,
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AHCDO Form 402
(Rev.05/07)
AUGUSTAHOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
M. Prior to making any payment, AHCDD may require the Contractor to furnish receipts or other evidence of
payment from all persons performing work and supplying material to the Contractor, if AHCDD determines
such evidence is necessary to substantiate claimed costs.
N. Prompt Pay Act. This agreement is intended by the parties to, and does, supersede any and all "provisions of
the Georgia Prompt Pay Act, O.C.GA Section 13-11-1, et seq. In the event any provision of this agreement
is inconsistent with any provision of the Prompt Pay Act, the provision of this agreement shall control.
o. AHCDD shall not:
(1.) determine or adjust any claims for payment or disputes arising thereunder between the Contractor and
its subcontractors or material suppliers; or,
(2.) withhold any money for the protection of the subcontractors or material suppliers. The failure or refusal
of AHCDD to withhold money from the Contractor shall, in nowise impair the obligations of any surety
or sureties under any bonds furnished under this contract.
4. Contract Modifications.
A. Only AHCDD has authority to modify any term or condition of this contract. Any contract modification shall be
authorized in writing.
B. AHCDD may modify the contract unilaterally:
, ,
(1.) pursuant to a specific authori~ation stated in a contract clause (e.g., Changes); or
(2.) for administrative matters whic~' ,do not change the rights or responsibilities of the parties (e.g.,
changes in addresses). All other contract modifications shall be in the form of supplemental
agreements signed by AHCDD, the Contractor, and the Grant Recipient.
C. When a proposed modification requires the approval of the Augusta-Richmond County Commission prior to
its issuance (e.g., a change order that exceeds the Grant Recipient's approved threshold), modification shall
not be effective until the required approval is received by AHCDD. '
5. Changes.
A. AHCDD may at any time, without notice to the sureties, by written order indicated to be a change order,
make changes in the work within the general scope of the contract including changes:
(1.) in the specifications (including drawings and designs);
(2.) in the method or manner of performance of the work;
(3.) Grant Recipient furnished facilities, equipment, materials, services, or site; or,
(4.) directing the acceleration in the performance of the work,
B. Any other written order or oral order (which, as used in this paragraph, includes direction, instruction,
interpretation, or determination) from AHCDD that causes a change shall be treated as a change order;
provided, that the Contractor gives AHCDD written notice stating:
(1.) the date, circumstances and source of the order; and
(2.) that the Contractor regards the, order as a change order.
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Suspension of Work.
A. AHCDD may order the Contractor in writing to suspend, delay, or interrupt all or any part of the work of this
contract for the period of time that AHCDD determines appropriate for the convenience of AHCDD or the
Grant Recipient.
B. If the performance of all or any part of the work is, for an unreasonable period of time, suspended, delayed,
or interrupted:
(1.) By an act of AHCDD in the administration of this contract; or
(2.) By AHCDD's failure to act within the time specified in this contract (or within a reasonable time if not
specified);
an adjustment shall be made for any increase in the cost of performance of the contract (excluding profit)
necessarily caused by such unreasonable suspension, delay, or interruption and the contract modified in
writing accordingly. However, no adjustment shall be made under this clause for any suspension, delay, or
interruption to the extent that performance would have been so suspended, delayed, or interrupted by any
other cause, including the fault or negligence of the Contractor or for which any equitable adjustment is
provided for or excluded under any other provision of this contract.
c. A claim under this clause shall not be allowed:
(1.) For any costs incurred more than 20 days before the Contractor shall have notified AHCDD in writing
of the act or failure to act involved (but this requirement shall not apply as to a claim resulting from a
suspension order); and,
(2.) Unless the claim, in an amount stated, is asserted in writing as soon as practicable after the
termination of the suspension, delay, or interruption, but not later than the date of final payment under
the contract.
7. Disputes.
A. "Claim," as used in this clause, means a written demand or assertion by one of the contracting parties
seeking, as a matter of right, the payment of money in a sum certain, the adjustment or interpretation of
contract terms, or other relief arising under or relating to the contract. A claim arising under the contract,
unlike a claim relating to the contract, is a claim that can be resolved under a contract clause that provides
for the relief sought by the claimant. A voucher, invoice, or other routine request for payment that is not in
dispute when submitted is not a claim. The SUbmission may be converted to a claim by complying with the
requirements of this clause, if it is disputed either as to liability or amount or is not acted upon in a
reasonable time.
B. Except for disputes arising under the clauses entitled "labor Standards" and "labor Standards - Non-
routine Maintenance", all disputes arising under or relating to this contract, including any claims for
damages for the alleged breach thereof which are not disposed of by agreement, shall be resolved under this
clause.
C. All claims by the Contractor shall~bemade~in writingwithinten~(10)calendarcdavs from.the"dateofcthe
occurrence of the dispute and submitted to AHCDD for a written decision. A claim by the Grant Recipient
against the Contractor shall be subject to a written decision by AHCDD. All claims by the Contractor shall be
made in writing and submitted to AHCDD for a written decision.
D. AHCDD shall, within 60 days after receipt of the request, decide the claim or notify the Contractor of the date
by which the decision will be made.
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
c. If the Contract is terminated as provided in Subparagraph A above, AHCDD, in addition to any other rights
provided in this paragraph, may require the Contractor to transfer title and deliver immediately to the Grant
Recipient in the manner and to the extent directed by AHCDD, such partially completed work, including,
where applicable, reports, working papers and other documentation, as the Contractor has specifically
produced or specifically acquired for the performance of such part of the Contract as has been terminated.
Payment for completed work accepted by AHCDD shall be at the Contract price. Except as provided below,
payment for partially completed work including reports and working papers, delivered to and accepted by
AHCDD shall be in an amount agreed upon by the Contractor and AHCDD. AHCDD may withhold from
amounts otherwise due the Contractor for such completed or partially completed works, such sum as
AHCDD determines to be necessary to protect AHCDD and the Grant Recipient against loss.
D. The rights and remedies of AHCDD provided in this paragraph shall not be exclusive and are in addition to
any other rights and remedies provided by law or under this Contract.
E. AHCDD failure to exercise any rights or remedies provided in this paragraph shall not be construed to be a
waiver by AHCDD of its rights and remedies in regard to the event of default or any succeeding event of
default.
F. The Contractor's right to proceed shall not be terminated or the Contractor charged with damages under this
clause if the delay in completing the work arises from unforeseeable causes beyond the control and without
the fault or negligence of the Contractor. Examples of such causes include:
(1.) acts of God, or of the public enemy;
(2.) acts of the Grant Recipient, AHCDD, or other governmental entity in either its sovereign or contractual
capacity;
(3.) acts of another contractor in the performance of a contract with AHCDD or the Grant Recipient;
(4.) fires;
(5.) floods;
(6.) epidemics;
(7.) quarantine restrictions;
(8.) strikes;
(9.) freight embargoes;
(10.) unusually severe weather; or
(11.) delays of subcontractors or suppliers at any tier arising from unforeseeable causes beyond the control
and without the fault or negligence of both the Contractor and the subcontractors or suppliers.
G.
The Contractor, within 10 days from the beginning of such delay (unless extended by AHCDD)must notify
AHCDD in writing of the causes of delay. AHCDD shall ascertain the facts and the extent of the delay. If, in
the judgment of AHCDD, the findings of fact warrant such action, time for completing the work shall be
extended by written modification to the contract. The findings of AHCDD shall be reduced to a written
decision that shall be subject to the provisions of the "Disputes" clause of this contract. '
H.
If, after termination of the Contractor's right to proceed, it is determined t,hat the Contractor was not in
default; or that the ,delay'was excusable, the rights and obligations of the pa.rties will be the same as if the
termination had been for convenience of AHCDD and the Grant Recipient.
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
PrQject #:
cDBG #04037
B. The Contractor shall not subcontract with any person or entity to perform all or any part of the work to be
performed under this Contract without the prior written consent of AHCDD, which consent may be withheld at
the sole and absolute discretion of AHCDD.
c. The Contractor may not assign, in whole or in part, this Contract or its rights, duties, obligations, or
responsibilities hereunder without the prior written consent of AHCDD, which consent may be withheld at the
sole and absolute discretion of AHCDD.
D. The Contractor may not, without the consent of AHCDD, assign its rights to payment to be received under
the Contract.
E. For the purposes of this Contract, the term "assign" shall include, but shall not be limited to, the sale, gift,
assignment, pledge, or other transfer of any Grant Recipient's interest in the Contractor provided, however,
that the term shall not apply to the sale or other transfer of stock of a publicly. traded company.
F. Any assignment consented to by AHCDD shall be evidenced by a written assignment agreement executed
by the Contractor and its assignee in which the assignee agrees to be legally bound by all of the terms and
conditions of the Contract and to assume the duties, obligations, and responsibilities being assigned.
G. A change of name by the Contractor, following which the Contractor's federal tax identification number
remains unchanged, shall not be considered to be an assignment hereunder. The Contractor shall give
AHCDD written notice of any such change of name.
12. Insurance and Bonds.
A. Before commencing work, the Contractor and each subcontractor shall furnish AHCDD with certificates of
insurance showing the following insurance is in force and will insure all operations under the Contract:
(1.) Workers' Compensation, in accordance with State of Georgia Workers' Compensation laws.
(2.) Commercial General Liability with a combined single limit for bodily injury and property damage of not
less than $1,000,000 per occurrence to protect the Contractor and each subcontractor against claims
for bodily injury or death and damage to the property of others. This shall cover the use of all
equipment, hoists, and vehicles on the site(s} not covered by Automobile Liability under (3) below. If
the Contractor has a "claims-made" policy, then the following additional requirements apply: the policy
must provide a "retroactive date" which must be on or before the execution date of the Contract; and
the extended reporting period may not be less than five years following the completion date of the
Contract.
(3.) Automobile Liability on owned and non-owned motor vehicles used on the site(s} or in connection
therewith for a combined single limit for bodily injury and property damage of not less than $1,000,000
per occurrence.
B. Before commencing work, the Contractor shall furnish AHCDD with a certificate of insurance evidencing that
Builder's Risk (fire and extended coverage) Insurance on all work in place and/or materials stored at the
building site(s}, including foundations and building equipment, is in force. The Builder's Risk Insurance shall
be for the benefit of the Contractor and the Grant Recipient as their interests may appear and each shall be
named in the policy or policies as an insured. The Contractor in installing equipment supplied by the Grant
Recipient shall carry insurance on such equipment from the time the Contractor takes possession thereof
until AHCDD and the Grant ,Recipient accept the Contract work. The Builder's Risk Insurance need not be
carried on excavations, piers, footings, or foundations until such time as work on the superstructure is
started. It need not be carried on landscape work. Policies shall furnish coverage at all times for the full cash
value of all completed construction, as well as materials in place and/or stored at the site(s}, whether or not
partial payment has been made by AHCDD. The Contractor may terminate thisinsurancl:! on buildings as of
the date taken over for occupancy by the Grant Recipient. The Contractor is not required to carry Builder's
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
14. Subcontracting with Small and Minority Firms, Women's Business Enterprise, and labor Surplus Area
Firms.
The Contractor shall take the following steps to ensure that, whenever possible, subcontracts are awarded to small
business firms, minority firms, women's business enterprises, and labor surplus area firms:
A. Placing qualified small and minority businesses and women's business enterprises on solicitation lists;
B. Ensuring that small and minority businesses and women's business enterprises are solicited whenever they
are potential sources;
C. Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum
participation by small and minority businesses and women's business enterprises;
D. Establishing delivery schedules, where the requirements of the contract permit, which encourage
participation by small and minority businesses and women's business enterprises; and
E. Using the services and assistance of the U.S. Small Business Administration, the Minority Business
Development Agency of the U.S. Department of Commerce, and State and local governmental small
business agencies.
15. Equal Employment Opportunity.
A. During the performance of this contract, the Contractor agrees as follows:
(1.) The Contractor shall not discriminate against any employee or applicant for employment because of
race, color, religion, sex, national origin, or handicap.
(2.) The Contractor shall take affirmative action to ensure that applicants are employed, and that
employees are treated during employment without regard to their race, color, religion, sex, national
origin, or handicap. Such action shall include, but not be limited to:
(a) employment;
(b) upgrading;
(c) demotion;
(d) transfer;
(e) recruitment or recruitment advertising;
(f) layoff or termination;
(g) rates of payor other forms of compensation; and
(h) selection for training, including apprenticeship.
B.
The Contractor shall post in conspicuous places available to employees and applicants for employment the
notices to be provided by AHCDD that explain this clause.
c.
The Contractor shall, in all solicitations or advertisements for employees placed by or on behalf of the
Contractor, state that all qualified applicants will receive consideration for employment without regard to race,
color, religion, sex, national origin, or handicap.
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
D. The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with
regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision
of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the
regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the
contractor has knowledge that the subcontractor has been found in violation of the regulations in 24 CFR
part 135.
E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1)
after the contractor is selected but before the contract is executed, and (2) with persons other than those to
whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to
circumvent the contractors obligations under 24 CFR part 135.
F. Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this
contract for default, and debarment or suspension from future HUD assisted contracts.
G. In the event of a determination by AHCDDthat the Contractor is not in compliance with this clause or any
rule, regulation, or report submission requirements of AHCDD, this contract may be canceled, terminated, or
suspended in whole or in part, and the Contractor may be declared ineligible for further AHCDD contracts.
17. Interest of Members of Congress.
No member of or delegate to the Congress of the United States of America shall be admitted to any share or part of
this contract or to any benefit that may arise therefrom.
18. Interest of Members, Officers, or Employees and Former Members, Officers, or Employees.
No member, officer, or employee of AHCDD, the Grant Recipient, no member of the governing body of the City of
Augusta, and no other public official of the City of Augusta who exercises any functions or responsibilities with
respect to the project, shall, during his or her tenure, or for one year thereafter, have any interest, direct or indirect,
in this contract or the proceeds thereof.
19. Limitations on Payments Made to Influence Certain Federal Financial Transactions.
A. The Contractor agrees to comply with Section 1352 of title 31, United States Code which prohibits the use of
Federal appropriated funds to pay any person for influencing or attempting to influence an officer or
employee of any agency, a Member of Congress, and officer or employee of Congress, or an employee of a
Member'of Congress in connection with any ofthe following covered Federal actions: the awarding of any
Federal contract; the making of any Federal grant; the making of any Federal loan; the entering into of any
cooperative agreement; or the modification of any Federal contract, grant, loan, or cooperative agreement.
B. The Contractor further agrees to comply with the requirement of the Act to furnish a disclosure (OMB
Standard Form LLL, Disclosure of Lobbying Activities) if any funds other than Federal appropriated funds
(including profit or fee received under a covered Federal transaction) have been paid, or will be paid, to any
person for influencing or attempting to influence an, officer or employee of any agency, a Member of
Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with
a Federal contract, grant, loan, or cooperative agreement.
c. Indian tribes (except those chartered hy States) and Indian organizations as defined in section 4 of the Indian
Self-Determination and Education Assistance Act (25 U.S.C. 45GB) are exempt from the requirements of this
clause.
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DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
Project #:
cDBG #04037
therein; provided, that the employer's payroll records accurately set forth the time spent in each classification
in which work is performed. The wage determination (including any additional classification and wage rates
conformed under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall be posted at all times by
the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can
be easily seen by the workers.
B. Any class of laborers or mechanics which is not listed in the wage determination and which is to be
employed under the contract shall be classified in conformance with the wage determination. HUD shall
approve an additional classification and wage rate and fringe benefits therefor only when all the following
criteria have been met:
(1.) The work to be performed by the classification requested is not performed by a classification in the
wage determination;
(2.) The classification is utilized in the area by the construction industry; and
(3.) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to
the wage rates contained in the wage determination.
c.
If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their
representatives, and HUD or its designee agree on the classification and wage rate (including the amount
designated for fringe benefits where appropriate), a report of the action taken shall be sent by HUD or its
designee to the Administrator of the Wage and Hour Division, Employee Standards Administration, U.S.
Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will
approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise
HUD or its designee or will notify HUD or its designee within Ahe 30-day period that additional time is
necessary.
D.
In the event the Contractor, the laborers or mechanics to be employed in the classification or their
representatives, and HUD or its designee do not agree on the proposed classification and wage rate
(including the amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the
questions, including the views of all interested parties and the recommendation of HUD or its designee, to
the Administrator of the Wage and Hour Division for determination. The Administrator, or an authorized
representative, will issue a determination within 30 days of receipt and so advise HUD or its designee or will
notify HUD or its designee within the 30-day period that additional time is necessary.
E.
The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (b)(2)(ii)
or (iii) of this clause shall be paid to all workers performing work in the classification under this contract from
the first day on which work is performed in the classification.
F.
Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a
fringe benefit which is not expressed as an hourly rate, the Contractor shall either pay the benefit as stated in
the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof.
G.
If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as
part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing
bona fide fringe benefits under a plan or program; provided, that the Secretary of Labor has found, upon the
written request of the Contractor, that the applicable standards ofthe Davis-Bacon Act have been met. The
Secretary of Labor may require the Contractor to set aside in a separate ,account assets for the meeting of
obligations under the plan or program.
H.
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Withholding of funds. HUD or its designee shall, upon its own action or upon written request of an authorized
representative of the Department of Labor, withhold or calise to be withheld from the Contractor under this
contract or any other Federal contract with the same prime Contractor, or any other Federally-assisted
contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime Contractor,
Page 402-29
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AUGUSTA HOUSING & COMMUNITY Project #:
I AHCDD Form 402 DEVELOPMENT DEPARTMENT
(Rev. 05/07) GENERAL CONDITIONS cDBG #04037
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D. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form
WH-347 shall satisfy the requirements for submission of the "Statement of Compliance" required by
subparagraph C of this clause.
E. The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or
criminal prosecution under Section 1001 of Title 18 and Section 3729 of Title 31 of the United States Code.
F. The Contractor or subcontractor shall make the records required under subparagraph D available for
inspection, copying, or transcription by authorized representatives of HUD or its designee, AHCDD, or the
Department of Labor and shall permit such representatives to interview employees during working hours on
the job. If the Contractor or subcontractor fails to submit the required records or to make them available,
HUD or its designee may, after written notice to the Contractor, take such action as may be necessary to
cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit
the required records upon request or to make such records available may be grounds for debarment action
pursuant to 29 CFR 5.12.
G. Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they
performed when they are employed pursuant to and individually registered in a bona fide apprenticeship
program registered with the U.S. Department of Labor, Employment ,and Training Administration, Bureau of
Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person
is employed in his or her first 90 days of probationary employment as an apprentice in such an
apprenticeship program,. who is not individually registered in the program, but who has been certified by the
Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible
for probationary employment as an apprentice. The allowable'ratio of apprentices to journeymen on the job
site in any craft classification shall not be greater than the ratio permitted to the Contractor as to the entire
work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is
not registered or otherwise employed as stated in this paragraph, shall be paid not less than the applicable
wage rate on the wage determination for the classification of work actually performed. In addition, any
apprentice performing work on the job site in excess of the ratio permitted under the registered program shall
be paid not less than the applicable wage rate on the wage determination for the work actually performed.
Where a contractor is performing construction on a project in a locality other than that in which its program is
registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in
the Contractor's or subcontractor's registered' program shall be observed. Every apprentice must be paid at
not less than the rate specified in the registered program for the apprentice's level of progress, expressed as
a percentage of the journeyman hourly rate specified in the applicable wage determination. Apprentices shall
be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship
program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on
the wage determination for the applicable classification. If the Administrator of the Wage and Hour Division
determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid
in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State
Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the
Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for
the work performed until an acceptable program is approved.
H.
Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the
predetermined rate for the work performed unless they are employed pursuant to and individually registered
in a program which has received prior approval, evidenced by formal certification by the U.S. Department of
Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not
be greater than permitted under the plan approved by the Employment and Training Administration. Every
trainee must be paid at not less than the rate specified in the approved program for the trainee's level of
progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage
determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee
program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of
fringe benefits listed in the wage determination unless the Administrator of the Wage and Hour Division
Page 402-31
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AHCDO Form 402
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
GENERAL CONDITIONS
cDBG #04037
Project #:
such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each
individual laborer or mechanic (including watchmen and guards) employed in violation of the provisions set
forth in subparagraph J (1) of this clause, in the sum of $10 for each calendar day on which such individual
was required or permitted to work in excess of the standard workweek of 40 hours without payment of the
overtime wages required by provisions set forth in subparagraph J (1) of this clause.
C. Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or
upon written request of an authorized representative of the Department of Labor withhold or cause to be
withheld, from any moneys payable on account of work performed by the Contractor or subcontractor under
any such contract or any Federal contract with the same prime Contractor, or any other Federally-assisted
contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime
Contractor such sums as may be determined to be necessary to satisfy any liabilities of such Contractor or
subcontractor for unpaid wages and liquidated damages as provided in the provisions set forth in
subparagraph J (2) of this clause.
27. Subcontracts. The Contractor or subcontractor shall insert in any subcontracts all the provisions contained in this
clause, and such other clauses as HUD or its designee may by appropriate instructions require, and also a clause
requiring the subcontractors to include these provisions in any lower tier subcontracts. The prime Contractor shall
be responsible for the compliance by any subcontractor or lower tier subcontractor with all these provisions.
28. Labor Standards - Non-routine Maintenance. Not applicable.
29. Non-Federal Prevailing Wage Rates.
A. Any prevailing wage rate (including basic hourly rate and any fringe benefits), determined under State law to
be prevailing, with respect to any employee in any trade or position employed under the contract, is
inapplicable to the contract and shall not be enforced against the Contractor or any subcontractor, with
respect to employees engaged under the contract whenever either of the following occurs:
(1.) Such non-Federal prevailing wage rate exceeds:
(a) the applicable wage rate determined by the Secretary of Labor pursuant to the Davis-Bacon Act
(40 U.S.C. 276a et seq.) to be prevailing in the locality with respect to such trade;
(b) an applicable apprentice wage rate based thereon specified in an apprenticeship program
registered with the Department of Labor or a DOL-recognized State Apprenticeship Agency;
(c) an applicable trainee wage rate based thereon specified in a DOL-certified trainee program.
B. Such non-Federal prevailing wage rate, exclusive of any fringe benefits, exceeds the applicable wage rate
determined by the Secretary of HUD to be prevailing in the locality with respect to such trade or position.
Page 402-33
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I AHCDD Form 403
(Rev. 05/07)
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
SUPPLEMENTAL CONDITIONS
Project #:
cDBG #04037
Architect: Architectural and Engineering services for this project will be provided by:
VirQo Gambill Architects. Inc.
2531 Center West Parkway. Suite 200
AUQusta. GA 30909
Approved Equal:
Whenever a product is defined in this invitation by trade name and catalogue number of a
manufacturer or contractor, the term "or approved equal", if not inserted therewith shall be implied.
Any reference to a particular manufacturer1s product either by trade name or by limited description
is solely for the purpose of more clearly indicating the minimum standard of quality desired, except
where a "no substitute" is requested. When a "no substitute" is requested the housing authority will
consider bids for the referenced product only. The term "or approved equal"'is defined as meaning
any other make which, in the sole opinion of the Augusta Housing & Community Development
Department (AHCDD), is of such character, quality and performance equivalence as to meet the
standard of quality of products specified for which it is to be used equally as well as that specified.
The bidder quoting on a product other than the referenced product shall furnish complete
identification on the bid form of the product he is offering by trade name, brand and/or model
number. The bidder shall also furnish with his/her bid, descriptive literature and data with respect
to the substitute product he proposes to furnish. Bidders offering a substitute shall also indicate
any known specification deviations from the referenced product.
Delivery:
All materials and products shall be delivered F.O.B. Destination with any delivered duty paid
(DDP). The contractor agrees to bear the risk of loss, injury or destruction of products ordered
which occur prior to receipt by the Grant Recipient and acceptance by AHCDD. Such loss, injury
or destruction shall not release contractor from any contractual obligations. All products must be
delivered within the time period specified on the order. Time is of the essence and, in addition to
any other remedies contained in this invitation for bid, the order is subject to termination for failure
to deliver as specified. In the event of termination, AHCDD shall have the right to purchase in the
open market a corresponding quantity of the products and the contractor shall be responsible for
any excess cost to the Grant Recipient and AHCDD.
Inspection and Rejection:
No product received by AHCDD shall be deemed accepted until AHCDD has had a reasonable
opportunity to inspect said product. Any product, which is discovered to be defective or fails to
conform to the specifications, may be rejected upon initial inspection or at any later time if the
defects contained in the products or the noncompliance with the specifications were not
reasonably ascertainable upon the initial inspection. The decision of AHCDD shall be final. It shall
thereupon become the duty of the contractor to remove rejected products from the premises
without expense to AHCDD within fifteen (15) days notification. Rejected products left longer than
fifteen (15) days will be regarded as abandoned, and AHCDD shall have the right to dispose of
Page 403-1
AHCDD Form 403
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
SUPPLEMENTAL CONDITIONS
Project #:
cDBG #04037
B. if the contractor is required to enter premises owned, leased, occupied by or under the control
of the Grant Recipient during the performance of this contract, the contractor shall indemnify
and hold harmless both the Grant Recipient and AHCDD, its officers and employees, from any
loss, cost, damage expense or liability by reason of property damage, or personal injury,
including death, of whatsoever nature or kind arising out of as a result of such performance,
whether arising out of actions of the contractor or any of its employees, subcontractor, and
lower tier subcontractors. It is not the intention of this contract or anything herein provided to
confer a third party beneficiary right or action upon any person whatsoever and nothing herein
before or herein after set forth shall be construed so as to confer upon any person other than
the Grant Recipient and AHCDD a right of action either under this contractor or in any manner
whatsoever.
8. Taxes, Industrial Laws and Benefits. In all matters relating to this contract, the contractor shall
be acting as an independent contractor. Neither the contractor nor any of the persons furnishing
materials or performing work or services which are required by this contract are employees of
AHCDD within the meaning of or the application of any federal, or state unemployment insurance
law, or other social security, or any workmen's compensation, industrial accident law, or other
industrial or labor laws. At its own expense, the contractor shall comply with such laws and
assume all obligations imposed by anyone or more of such laws with respect to this contract. In
addition, contractor shall be liable for the payment of all federal, state and local taxes, and any
special assessments.
9. No Waiver of Conditions. Failure of AHCDD to insist on strict performance shall not constitute a
waiver of any of the provisions of this contract or waiver of any default of the contractor.
10.Severability. If any provision of this contract or any application thereof to any person or
circumstance, is held invalid, such invalidity shall not affect other provisions or applications of this
contract which can be given effect without the invalid provisions or application, and to this end the
provisions of this contract are severable.
Page 403-3
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AUGUST A HOUSING & COMMUNITY Project #:
AHCDD Form 404 DEVELOPMENT DEPARTMENT
(Rev.10/06) ADDITIONAL SUPPLEMENTAL CONDITIONS
,
· SECTION 3 COMPLIANCE:
Employment, Training, and Contracting Opportunities for Low-Income Persons, Section 3
of the,Housing and Urban Development Act of 1968.
The work to be performed under this contract is subject to the requirements of Section 3 of the
Housing and Urban Development Act of 1968 (12 U.S.C. 1701u) (Section 3). The purpose of
Section 3 is to ensure that employment and other economic opportunities generated by HUD-
assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low-
and very low-income persons, particularly persons who are recipients of HUD assistance for
housing.
Employment Opportunities Generated By Section 3 Covered Assistance.
All employment opportunities generated by the expenditure of Section 3 covered public and Indian
housing assistance (Le., operating assistance, development assistance and modernization
assistance, as described in Section 135.3(a)(1)). With respect to Section 3 covered housing and
community development assistance, this term means all employment opportunities arising in
connection with Section 3 covered projects (as described in Section 135.3(a)(2)), including
management and administrative jobs connected with the Section 3 covered project. Management
and administrative jobs include architectural, engineering or related professional services required
to prepare plans, drawings, specifications, or work write-ups; and jobs directly related to
administrative support of these activities, e.g., construction manager, relocation specialist, payroll
clerk, etc.
3. Definitions:
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A. Section 3 resident means:
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(1) A public housing resident; or
(2) An individual who resides in the metropolitan area or non-metropolitan county in which the
Section 3 covered assistance is expended, and who is:
(a) A low-income person, as this term is defined in Section 3(b)(2) of the 1937 Act (42
U.S.C. 1437a(b)(2)). Section 3(b)(2) of the 1937 Act defines this term to mean
families (including single persons) whose incomes do notexceed 80% of the median
income for the area, as determined by the Secretary, with adjustments for smaller
and' larger families, except that the Secretary may establish income ceilings higher or
lower than 80% of the median for the area on the basis of the Secretary's findings
that such variations are necessary because of prevailing levels of construction costs
or unusually high or low-income families; or
(b) A very low-income person, as this term is defined in Section3(b)(2) of the 1937 Act
(42 U.S.C. 1437a(b)(2)). Section 3(b)(2) of the 1937 Act (42 U.S.C. 1437a(b)(2))
defines this term to mean families (including single persons) whose incomes do not
Page 404-1
II
AHCDD Form 404
(Rev. 10/06)
, AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
ADDITIONAL SUPPLEMENTAL CONDITIONS
Project #:
B. Notifying potential contractors for Section 3 covered projects of the requirements of this
part, and incorporating the Section 3 clause in all solicitations and contracts;
C. Facilitating the training and employment of Section 3 residents and the award of contracts
to Section 3 business concerns by undertaking activities to reach the goals set forth in Section
135.30;
D. Assisting in obtaining the compliance of contractors and subcontractors with the requirements
of this part, and refraining from entering into any contract with any contractor where the Owner
has notice or knowledge that the contractor has been found in violation of the regulations in 24
CFR part 135; and
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Other Businesses.
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E. Documenting actions taken to comply with the requirements of this part, the results of actions
taken and impediments, if any.
A. General. The Owner's AHCDD strongly supports a policy of contracting' and providing
employment opportunities with residents and resident-owned businesses. Accordingly,
agencies are strongly encouraged to contract with residents and resident-owned businesses
whenever possible.
B. Section 3 of the HUD Act of 1968.
(1) This law requires that the Owner's AHCDD make an effort to ensure that individuals or
firms located in or owned in substantial part by persons residing in the area of a project are
used when possible. The regulations describing this program are in 24 CFR Part 135 and
the contract form includes a clause implementing this requirement.
(2) Employment and training opportunities for pre-apprentices, apprentices and other training
programs for residents will assist Owner's AHCDD in meeting resident employment,
training, and local contracting objectives under Section 3. Further guidance is provided in
Federal Register Notice, dated October 6, 1992 and HUD Notice 92-01-SL (See Appendix
32).
(3) HUD Handbook 8023.1, Implementing Section 3 of the Housing and Urban Development
Act of 1966 provides guidance regarding compliance with Section 3. Some of the important
provisions include but are not limited to the following:
(a) Solicitations, regardless of the method, must advise prospective contractors of the
Section 3 requirements.
(b) The Section 3 contract clause must be included in all covered contracts.
(c) AHCDD and its contractors must make a good faith effort to provide, to the greatest
extent feasible, training and employment to lower income residents of the unit of local
government in connection with the work on an assisted project. In filling vacancies,
Page 404-3
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AHCDD Form 404
(Rev. 10106)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
ADDITIONAL SUPPLEMENTAL CONDITIONS
Project #:
(5) Owner's AHCDD awards the contract to the most advantageous bidder, consistent with
the evaluation factors stated in the solicitation, provided that the price does not exceed the
independent cost estimate and the price that would normally be paid for comparable
supplies, services, or construction in the project area.
(6) Owner's AHCDD documents the procurement file and complies with all other applicable
procurement requirements of 24 CFR 85.36 or 24 CFR 905.
7. Requirements of Bidders. All contractors must comply with Section 3. A bidder claiming a
Section 3 preference must qualify as a Section 3 Business Concern or a Resident-owned
Business. The bidder must submit the Section 3 Business Concern Certification with the bid to
qualify. Additionally, each contractor must, to the greatest extent feasible, hire a Section 3 eligible
resident when a new hire possibility occurs.
8. Eligibility for preference. A Section 3 resident seeking the preference in training and
employment provided by this part shall certify, or submit evidence to the owner contractor or
subcontractor, if requested, that the person is a Section 3 resident, as defined in Section 135.5.
(An example of evidence of eligibility for the preference is evidence of receipt of public assistance,
or evidence of participation in a public assistance program.)
9. Eligibility for employment. Nothing in this part shall be construed to require the employment of a
Section 3 resident who does not meet the qualifications of the position to be filled.
10. Preference in the award of Section 3 covered contracts. Preference in the award of Section 3
covered contracts that are awarded under a sealed bid process may be provided as follows:
A. ' Bids shall be solicited from all businesses (Section, 3 business concerns, and non-Section 3
business concerns). An award shall be made to the qualified Section 3 business concern with
the highest priority ranking and with the lowest responsive bid if that bid:
(1) Is within the maximum total contract price established in the contracting party's budget for
the specific project for which bids are being taken: and
(2) Is not more than "X" higher than the total bid price of the lowest responsive bid from any
responsible bidder. "X" is determined as follows:
Page 404-5
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AHCDD Form 404
I~ (Rev. 10106)
Ii
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
ADDITIONAL SUPPLEMENTAL CONDITIONS
, Project #:
I:
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In accordance with O.C.G.A. 13-10-91, the requirements of the law apply to public employers, their
contractors and subcontractors, as follows:
1. On or after July 1, 2007, to public employers, contractors, or subcontractors of 500 or more
employees;
2. On or after July 1, 2008, to public employers, contractors, or subcontractors of 100 or more
employees; and
3. On or after July 1, 2009, to all other public employers, their contractors, or subcontractors.
I":
Ii Definitions:
IJ
a. "Federal Work Authorization Program" - Any of the electronic verification of work
authorization programs operated by the United States Department of Homeland
Security (USDHS) or any equivalent federal work authorization program operated by the
United States Department of Homeland Security to verify information of newly hired
employees, pursuant to the Immigration Reform and Control Act of 1986 (I RCA), P.L.
99-603.
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b. "Public Employer" - Every department, agency, or instrumentality of the state or a
political subdivision of the state.
c. "Subcontractor" includes a subcontractor, contract employee, staffing agency or any
contractor regardless of its tier.
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d. "Georgia Security and Immigration Compliance Act" of 2006 - Senate Bill 529 of the
2006 Georgia General Assembly, enacted as Act 457.
Page 404-7
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Ii There are a variety of information submittals, form processing and report generation efforts required
to award the contract and throughout the course of administering this contract. This part is intended
to provide the potential bidder with a brief but thorough list of these requirements. You may request
1',1,', copies of reporting and documentation forms from' the Owner's Augusta Housing & Community
Development Department (AHCDD) during the bidding process by calling the AHCDD office at (706)
821-1797. Owner's AHCDD reserves the right to revise the reporting and documentation
II requirements at anytime.
II
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2. Pre-construction Conference. Prior to the award of a contract under this solicitation and prior to
I: the start of work, the successful bidder will be required to attend a pre-construction conference
. with representatives of the Grant Recipient, Owner's AHCDD and its architect/engineer, and other
interested parties convened by Owner's AHCDD. The conference will serve to acquaint the
I participants with the general plan of the construction operation and all other requirements of the
contract (e.g., Section 3, Equal Employment Opportunity, Labor Standards). Owner's AHCDD will
provide the successful bidder with the date, time, and place of the conference. The Contract shall
I be executed within 3 days following the completion of the Pre-construction Conference.
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AHCDD Form 406
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR REPORTING REQUIREMENTS
cDBG #04037
Project #:
Assurance of Completion.
A. The successful bidder shall furnish an assurance of completion prior to the execution of any
contract. The form of assurance of completion, as defined in Instruction to Bidders, is required
to be submitted five (5) days prior to the scheduled pre-construction conference. Bonds must
be obtained from guarantee or surety companies acceptable to the U.S. Government and
authorized to do business in the State of Georgia. Individual sureties will not be considered.
B. Each bond shall clearly state the rate of premium and the total amount of premium charged.
The current power of attorney for the person who signs for the surety company must be
attached to the bond. The effective date of the power of attorney shall not precede the date of
the bond. The effective date of the bond shall be on or after the execution date of the contract.
C. Failure by the successful bidder to obtain the required assurance of completion within the time
specified, or within such extended period as Owner's AHCDD may grant based upon reasons
determined adequate by Owner's AHCDD, shall render the bidder ineHgible for award. Owner's
AHCDD may then either award the contract to the next lowest responsible bidder or solicit new
bids. Owner'sAHCDD may retain the ineligible bidder's bid guarantee.
3. Certificates of Insurance.
A. In accordance with the General Conditions, shall be submitted five (5) days prior to the
scheduled pre-construction conference. The Owner and the Grant Recipient are to be added
as an additionally named insured to the Contractor's Comprehensive General Liability and
Automobile Liability Coverage. The amount required is not less than $1,000,000.00 per
occurrence for General Liability and $500,000.00 for Automobile Liability.
Page 406-1
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AHCDD Form 406
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR REPORTING REQUIREMENTS
Project #:
CDBG #04037
B. The Contractor shall enter the actual progress on the chart as required by Owner's AHCDD,
and immediately deliver three copies of the annotated schedule to Owner's AHCDD. If Owner's
AHCDD, upon the basis of inspection conducted according to the General Condition clause
entitled "Inspection and Acceptance of Construction," determines that the Contractor is not
meeting the approved schedule, the Contractor shall take steps necessary to improve its
progress, including those that may be required by Owner's AHCDD, without additional cost to
the Owner's AHCDD. In this circumstance, Owner's AHCDD may require the Contractor to
increase the number of shifts, overtime operations, days of work, and/or the amount of
construction plant, and to submit for approval any supplementary schedule or schedules in
chart form as Owner's AHCDD deems necessary to demonstrate how the approved rate of
progress will be regained.
C. Failure of the Contractor to comply with the requirements of Owner's AHCDD underthis clause
shall be grounds for a determination by Owner's AHCDD that the Contractor is not prosecuting
the work with sufficient diligence to ensure completion within the time specified in the Contract.
Upon making this determination, Owner's AHCDD may terminate the Contractor's right to
proceed with the work, or any separable part of it, in accordance with the "Default" clause of
this contract.
5. Contractor's own forces work equivalent.
The Contractor shall perform on the site, and with its own forces work equivalent to at least 12%
of the total amount of work to be performed under the contract. Five (5) days' prior to the
scheduled pre-construction conference, the Contractor shall submit a certification explaining how
the Contractor will perform at least 12% of the total amount of work.
6. Contractor's obligation to directly superintend the work.
At all times during performance of this contract and until the work is completed and accepted, the
Contractor shall directly superintend the work or assign and have on the work site a competent
superintendent who is satisfactory to Owner's AHCDD and has authority to act for the Contractor.
Five (5) days prior to the scheduled pre-construction conference, the Contractor shall submit the
following information for approval by Owner's AHCDD:
A. Superintendent's Name
B. Superintendent's Work History
C. Superintendent's Education
Schedule of Amounts for Contract Payments. Five (5) days prior to the scheduled pre-
construction conference, the Contractor shall submit a completed and executed Schedule of
Amounts for Contract Payments. This form is only required to be completed once; thereafter, a
copy shall accQmpany each Pay Request.
Page 406-3
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AHCDD Form 406
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR REPORTING REQUIREMENTS
Project #:
cDBG #04037
6. Construction Progress Schedule.
The Contractor shall enter the actual progress on the chart as compared to the originally
submitted and approved schedule showing the order in which the Contractor proposes to perform
the work, and the dates on which the Contractor contemplates starting and completing the several
salient features of the work (including acquiring labor, materials, and equipment).
7. Section 3 Summary Report, Economic Opportunities for Low- and Very Low-Income
Persons, form HUD-60002.
The Contractor is required to submit report form HUD-60002, Section 3 Summary Report,
Economic Opportunities for Low- and Very Low-Income Persons, with each request for contract
payments. Please note that this is the same report used by Owner's AHCDD to report annual
accomplishments regarding employment and other economic opportunities provided to low- and
very low-income persons under Section 3 of the Housing and Urban Development Act of 1968.
8. Shop Drawings and Test Results.
A. "Shop drawings" means drawings, submitted to Owner's AHCDD or its architect by the
Contractor, subcontractor, or any lower tier subcontractor, showing in detail (1) the proposed
fabrication and assembly of structural elements and (2) the installation (Le., form, fit, and
attachment details) of materials of equipment. It includes drawings, diagrams, layouts,
schematics, descriptive literature, illustrations, schedules, performance and test data, and
similar materials furnished by the Contractor to explain in detail specific portions of the work
required by the contract. Owner's AHCDD may duplicate, use, and disclose in any manner and
for any purpose shop drawings delivered under this contract.
B. The Contract shall submit shop drawings and test results at least 15 days"before the
scheduled installation or work concerning the shop drawing or test results. The Contractor
shall coordinate all such drawings, and review them for accuracy, completeness, and
compliance with other contract requirements and shall indicate its approval thereon as
evidence of such coordination and review. Shop drawings submitted to Owner's AHCDD
without evidence of the Contractor's approval may be returned for resubmission. Owner's
AHCDD will indicate an approval or disapproval of the shop drawings and if not approved as
submitted shall indicate Owner's AHCDD's reasons therefor. Any work done before such
approval shall be at the Contractor's risk. Approval by Owner's AHCDD shall not relieve the
Contractor from responsibility for any errors or omissions in such drawings, nor from
responsibility for complying with the requirements of this contract.
C. The Contractor shall submit to Owner's AHCDD for approval four copies (unless otherwise
indicated) of all shop drawings as called for under the various headings of these specifications.
Three sets (unless otherwise indicated) of all shop drawings, will be retained by Owner's
AHCDD and one set will be returned to the Contractor. As required by Owner's AHCDD, the
Contractor, upon completing the work under this contract, shall furnish a complete set of all
shop drawings as finally approved. These drawings shall show all changes and revisions made
up to the time the work is completed and accepted.
Page 406-5
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AHCDD Form 406
(Rev. 05/07)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR REPORTING REQUIREMENTS
Project #:
CDBG #04037
110. Approval of equipment and materials.
,A. The Contractor shall obtain Owner's AHCDD approval of the machinery and mechanical and
other equipment to be incorporated into the work. When requesting approval, the Contractor
shall furnish to Owner's AHCDD the name of the manufacturer, the model number, and other
information concerning the performance, capacity, nature, and rating of the machinery and
mechanical and other equipment. When required by this contract or by Owner's AHCDD, the
Contractor shall also obtain Owner's AHCDD approval of the material or articles, which the,
Contractor contemplates incorporating into the work. When requesting approval, the
Contractor shall provide full information concerning the material or articles. Machinery,
equipment, material, and articles that do not have the required approval shall be installed or
used at the risk of subsequent rejection.
B. When required by the specifications or AHCDD, the Contractor shall submit appropriately
marked samples (and certificates related to them) for approval at the Contractor's expense,
with all shipping charges pre-paid. The Contractor shall label, or otherwise properly mark on
the container, the material or product represented, its place of origin, the name of the
producer, the Contractor's name, and the identification ofthe construction project for which the
material or product is intended to be used.
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C. Certificates shall be submitted in triplicate, describing each sample submitted for approval and
certifying that the material, equipment or accessory complies with contract requirements. The
certificates shall include the name and brand of the product, name of manufacturer, and the
location where produced.
D. Approval of a sample shall not constitute a waiver of AHCDD right to demand full compliance
with contract requirements. Materials, equipment and accessories may be rejected for cause
even though samples have been approved.
111. Use and Possession Prior to Completion. The Grant Recipient shall have the right to take
possession of or use any completed or partially completed part of the work. The' request for Use
and Possession Prior to Completion shall be made by the Grant Recipient in writing to AHCDD.
Before taking possession of or using any work, AHCDD shall furnish the Contractor a list of items
of work remaining to be performed or corrected on those portions of the work that the Grant
Recipient intends to take possession of or use. However, failure of the Grant Recipient to list any
item of work shall not relieve the Contractor of responsibility for complying with the terms of the
contract. The Grant Recipient's possession or use shall not be deemed an acceptance of any
work under the contract. While the Grant Recipient has such possession or use, the Contractor
shall be relieved of the responsibility for (1) the loss of or damage to the work resulting from the
Grant Recipient's possession or use, notwithstanding the terms of the clause entitled "Permits
and Codes" herein; (2) all maintenance costs on the areas occupied; and, (3) furnishing heat,
light, power, and water used in the areas occupied without proper remuneration therefor. If prior
possession or use by the Grant Recipient delays the progress of the work or causes additional
expense to the Contractor, AHCDD shall make an equitable adjustment in the contract price or the
time of completion, and the contract shall be modified in writing accordingly.
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Page 406-7
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Form 409
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project #:
cDBG #04037
NOTICE TO PROCEED
506-1
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NOTICE TO PROCEED
TO: Mr. Tony Ammar, President
Ammar Construction Company, Inc.
P. O. Box 1877
Evans, GA 30809
PROJECT #: CDBG #04037
PROJECT DESCRIPTION:
W. T. Johnson Kitchen Improvements
1610 Hunter Street
Augusta, GA 30901
You are hereby notified to commence work in accordance with the Agreement dated
February 12,2008 on or before November 17,2008 and you are to complete the work
within 120 days consecutive calendar days thereafter. The date of completion of all work
is therefore March 17 , 2009.
AUGUST A HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
BY:
~
Chester A. Wheeler, III
Director
ACCEPTANCE OF NOTICE:
Receipt of the above Notice to
Proceed is hereby acknowledged
on this the 6th day of November, 2008.
~~
BY: ~ A.AI .
Tony ~,p <siden!
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AHCDDForm 410
(Rev. 02/05)
AUGUSTA HOUSING & COMMUNITY
DEVELOI?MENT DEPARTMENT
PRE-CONSTRUCTION MEETING AGENDA
Project #:
CDBG #04037
,
n MEETING ATTENDANCE
n Date:
J
Time:
~~j
oJ Location:
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~"l Project:
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(PLEASE PRINT Information Below)
",
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I NAME COMPANYIDEPT. POSITION PHONE FAX
:J (Please Print Clearly) (Please Print Clearly) (Please Print Clearly) (Include Area (Include Area
Code) Code)
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Page 410-1
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AHCDD Form 410
(Rev. 02/05)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
PRE-CONSTRUCTION MEETING AGENDA
Responsibilities
A. Contractor
1. Progress schedule
2. Permits
3. Insurance
a. Certificate to Housing & Community Development Department
b. Builders'Risk
4. Sub-contractors and major suppliers
a. List
b. Responsibilities
5. Cost breakdown for partial payments
6. Certified payrolls
7. Superintendent:
8. After hours phone number:
9. Shop drawings
10. Safety issues
11. Dig safe
B. Architect:
1. Agentfor Housing & Community Development Department and Owner
2. Contract administration
3. Change order recommendation
4. Materials approval
5. Project Manager
a. Agent for Architect
b. Work inspection
c. Daily/Weekly reports
d. Materials received/stored
e. Job records
f.
g.
h.
Visitors
Field decisions
Payment and Retainage approval
Page 410-3
Project #:
CDBG #04037
'" III. Site
1.1
A. Special considerations
1
IJ 1. Parking
2. Barricades
11 3. Utilities lines
4. Storage
Il 5. Toilet facilities
6. Security
IJ 7. Location of job sign
8. Other requirements:
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AHCDD Form 410
(Rev. 02/05)
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
PRE-CONSTRUCTION MEETING AGENDA
Project #:
CDBG #04037
B. Property salvaged for Grant Recipient
C. Protection of property not involved with work
D. Temporary utilities
E. Material Safety Data Sheets for hazardous materials
IJ IV. Work Schedules
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A. Contractor
1. Work hours
2. Work days
3. Special needs
B. Grant Recipient
1. Conflicts with other Grant Recipient's activities
2. Other Owner issues
C. Coordination Process
Page 410-5
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Form 411
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
AFFIRMATIVE ACTION PLAN
Project #:
cDBG 04037
AFFIRMA TIVE
ACTION
PLAN
(See Attachment)
411-1
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.. \:}/i ~".. \, p.02
: ii
JONY AMMAR 706 863.5915
<....; .....~n8
',) 0'; /H;.
,1 1....V'..J
OCT
AHCDD Form 411
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Instructions for Development of AFFIRMATIVE ACTION,
PROGRAM
"ffljcct-#:--
CDBG 04037
Ammar Construction Company
P.O. Box 1877
Evans, Georgia 30809
Project Name: W. T. Johnson Kitchen
Location: 1610 Hunter Street. Augusta, Georgia
AFFIRMATIVE ACTION PLAN
I. EQual Employment Ooportunity PolicY
It is the policy of Ammar Construction Company not ot discriminate against any
employee or applicant for employment because of race, color, religion, sex,or
national origin. This policy extends to all matters relating to recruitment, hiring,
promotion, transfer, recruitment or recruitment advertising, rates of pay and other
forms of compensation, and selection for training.
Furthermore, it is the policy of this company to cooperate to the fullest extent with
the applicable rules, regulations and orders issued pursuant to Executive Order
11246. It is intended that all officials and employees of this company be informed
of this statement of policy and that this policy shall be applied to every phase of
employee recruitment. including employment agencies, labor organizations and
advertising.
II. Coordination And Administration of Program
1. The company President Tony Ammar will serve In the capacity of equal employ-
ment opportunity coordinator.
2. A copy of this affirmative action plan will be provided to each employee and
posted on the company's bulletin boards at its office.
Page 411-1
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, UC::~UdY, Vl..;LUUt:1 U(, LUUO I U:OO t-'IVI
I urn AMMAR 706 863.5915
.p,03
AHCDD Form 411
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project f#:
CDBG 04037
Instructions for Development of AFFIRMATIVE ACTION
PROGRAM
A. Recruitment and Employment Practice
1. We employ a full time operator and a full time laborer. Most of our work is
done through subcontractors.
B. Present Work Force
Total
Operator 1
Laborers 2
Non-Mine Minority Non-Ferr Female
1 000
1 1 0 0
C. Opoortunities for Placement
During the period of the next 12 months, we anticipate hiring an additional laborer
and 3 part- time by categories as follows:
Operator 1
Carpenter (part-time) 1
Brick mason (part-time) 1
Operator (part-time) 1
D. Goals and Timetables
Our minority employment goals for the next 12 month period is as follows:
O~m~r 1
Brick mason 1
Laborer 1
The only female employee in our company is our secretary
E. We will solicit bids for subcontracts from available minority and female sub-
contractors engaged in the trades for which we need subcontractors. Where
necessary, and possible, we will offer assistance to those minority and female
subcontractors who bid or are awarded a subcontract with our company.
This company will try to hire people who live in the neigh
~c:/
Signed: c
Page 411-2
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AUGUST A HOUSING & COMMUNITY Project #:
AHCDD Form 412 DEVELOPMENT DEPARTMENT
AFFIRMATIVE ACTION GOALS & TIMETABLE cDBG #04037
FRIDAY, APRIL' 7,1978
PART IV
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DEPARTM\ENT OF
LABOR
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Office of Federal
Contract qompliance
Programs
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"III
GOALS AND
TIMETABLES/FOR
FEMALE AND MINORITY
PARTICIPATION IN THE
CONSTRUCTION'
INDUSTRY
Affirmative Action Requirements
Page 412-1
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AHCDD Form 412
I~
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
AFFIRMATIVE ACTION GOALS & TIMETABLE
I'
timetables) shall be in a=rdance with that Plan
for those trades which have unions participating in
the Plan. Contractors must be able to
demonstrate their participation in and compliance
with the provisions of any such Hometown Plan,
Each Contractor or Subcontractor participating
in an approved Plan is individually required to
comply with its obligations under the EEO clause,
and to make a good faith effort to achieve each
goal under the Plan in each trade in which it has
employees. The overall good faith performance by
other Contractors or Subcontractors toward a goal
in an approved Plan does not excuse any covered
Contractor's or Subcontractor's failure to take
good faith efforts to achieve the Plan goals and
timetables.
4. The Contractor shall implement the specific
affirmative action standards provided in
paragraphs 7 a through p of these specifications,
The goals set forth in the solicitation from which
this contract resulted are expressed as
percentages of the total hours of employment
and training of minority and female utilization the
Contractor should reasonably be able to achieve
in each construction trade in which it has
employees in the covered area. Covered
Construction contractors performing construction
work in geographical areas where they do not
have a Federal or federally assisted constuction
contract shall apply the minority and female goals
established for the geographical area where the
work is being performed. Goals are published
periodically in the Federal Register in notice form,
and such notices may be obtained from any Office
of Federal Contract Compliance Programs office
or from Federal procurement contracting officers.
The Contractor is expected to make substantially
uniform progress in meeting its goals in each craft
during the period specified.
5. Neither the provisions of any collective
bargaining agreement, nor the failure by a union
with whom the Contractor has a collective
bargaining agreement, to refer either minorities or
women shall excuse the Contractor's obligations
under these specifications, Executive Order
11246, or the regulations promulgated pursuant
thereto.
6. In order for the nonworking training hours of
apprentices and trainees to be counted in meeting
the goals, such apprentices and trainees must be
employed by the Contractor during the training
period, and the Contractor must have made a
commitment to employ the apprentices and
trainees at the completion of their training, subject
to the availability of employment opportunities.
Trainees must be trained pursuant to training
programs approved by the U.S. Department of
Labor.
7. The Contractor shall take specific affirmative
actions to ensure equal employment opportunity.
The evaluation of the Contractor's compliance
with these specifications shall be based upon its
effort to achieve maximum results from its actions,
The Contractor shall document these efforts fully,
and shall implement affirmative action steps at
least as extensive as the following:
a. Ensure and maintain a working environment
free of harassment, intimidation, and coercion at
all sites, and in all facilities at which the
Contractor's empioyees are assigned to work. The
Contractor, where possible, will assign two or
more women to each construction project.
The Contractor shall specifically ensure that all
foremen, superintendents, and other on-site
supervisory personnel are aware of and carry out
the Contractor's obligation to maintain such a
working environment, with specific attention to
minority or female individuals working at such
sites or in such facilities,
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b, Establish and maintain a current list of
minority and female recruitment sources, provide
written notification to minority and female
recruitment sources and to community
organizations when the Contractor or its 'unions
have employment opportunities available, and
maintain a record of the organizations' responses.
c. Maintain a current file of the names,
addresses and telephone numbers of each
minority and female off-the-street applicant and
minority or female referral from a union, a
recruitment source or community organization and
of what action was taken with respect to each
such individual. If such individual was sent to the
union hiring hall for referral and was not referred
back to the Contractor by the union or, if referred,
not employed by the Contractor, this shall be'
documented in the file with the reason therefor,
along with whatever additional actions the
Contractor may have taken.
d. Provide immediate written, notification to the
Director when the union or unions with which the
Contractor has a collective bargaining agreement
has not referred to the Contractor a minority
person or woman sent by the Contractor, or when
the Contractor has other information that the
union referral process has impeded the
Contractor's efforts to meet its obligations.
e. Develop on-the-job training opportunities
and/or participate in training programs for the area
which expressly include minorities and women,
including upgrading programs and apprenticeship
and trainee programs relevant to the Contractor's
employment needs, especially those programs
funded or approved by the Department of Labor.
The Contractor shall provide notice of these
programs to the sources compiled under 7b
above.
f. Disseminate the Contractor's EEO policy by
providing notice of the pOlicy to unions and
training programs and requesting their
cooperation in assisting the Contractor in meeting
its EEO obligations; by including it in' any policy
manual and collective bargaining agreement; by
publicizing it in the company newpaper, annual
report, etc.; by specific review of the policy with all
management personnel and with all minority and
female employees at least once a year; and by
posting the company EEO policy on bulletin
boards accessible to all employees at each
location where consiruction work is performed.
g. Review, at least annually, the company's
EEO policy and affirmative action obligations
under these specifications with all employees
having any responsibility for hiring, assignment,
layoff, termination or other employment decisions
including specific review of these items with on site
supervisory personnel such as Superintendents,
General Foremen, etc., prior to the initiation of
construction work at any job site. A written record
shall be made and maintained identifying the time
and place of these meetings, persons attending,
subject matter discussed, and disposition of the
subject matter.
h. Disseminate the Contractor's EEO policy
extemally by including it in any advertising in the
news media, specifically including minority and
female news media, and providing written
notification to and discussing the Contractor's
EEO policy with other Contractors and
Subcontractors with whom the Contractor does or
anticipates doing business.
i. Direct its recruitment efforts, both oral and
written, to minority, female and community
organizations, to schools with minority and female
students and to minority and female recruitment
and training organizations serving the Contractor's
recruitment area and employment needs, Not
later than one month prior to the date for the
acceptance of applications for apprenticeship or
Project #:
other training by any recruitment source, the
Contractor shall send written notification to
organizations such as the above, describing the
openings, ,screening procedures, and tests to be
used in the selection process. (
j. Encourage present minority and female
employees to recruit other minority persons and
women and, where reasonable, provide after
school, summer and' vacation employment to
minority and female youth both on the site and in
other areas of a Contractor's work force.
k. Validate all tests and other selection
requirements where there is an obligation to do so
under 41 CFR Part 60-3.
I. Conduct; at least annually, an inventory and
evaluation at least of all minority and female
personnel for promotional opportunities and
encourage,these employees to seek or to prepare
for, through 'appropriate training, etc., such
opportunities. ' .
m. Ensure that seniority practices, job
classifications, work assignments and other
personnel practices, do not have a discriminatory
effect by continually monitoring all personnel and
employment related, activities to ensure that' the
EEO policy and the Contractor's obligations under
these specifications are being carried out.
n. Ensure that all facilities and' company'
activities are nonsegregated except that' separate
or single-user toilet' and necessary changing
facilities shall be provided' to assure privacy
between the sexes.
oi"Document' and i maintain a"record of all
solicitations' of' offers for subcontracts ,', from
minority and female construction contractors and
suppliers;, including circulation of solicitations to
minOrity and female' contractor associations and
other business associations. "
p. Conduct a"review, at least'annually, of all
supervisors' adherence to and performance under
the Contractor's. EEO policies, and, affirmative
action obligations. ' ., :' ,-,,-
8. Contractors are encouraged to participate in -
voluntary associations which assist in fulfilling one'
or more of their affirmative action obligations (7a"
through pl. The efforts of a contractor association',':
joint contractor-union, contractor-community" or"
other similar group' of which' the contractor' is ~i
membenand; participant, may be'asserted as
fulfilling anyone or more of its obligations' under
7a through p of these Specifications provided that"
the contractor actively participates in the group,
makes every effort to assure that the group has a
pOSitive impact on the employment of; minorities'
and women ''in the' industry,>ensuresthat the
concrete benefits of the program'are reflected in
the Contractor's' minority and'i female workforce
participation, makes a good faith effort to meet its
individual goals and timetables, and can provide'
access to documentation which demonstrates the ,
effectiveness of actions taken cin behalf' of the
Contractor. The obligation to comply, however, is
the Contractor's and failure' of such a group to
fulfill an obligation shall' not be a. defense for the"
Contractor's noncompliance.
9. A single goal for minorities and a separate
single goal for women have been established.
The Contractor, however, is r'equired to provide'
equal employment opportunity and to take
affirmative action for all minority groups, both
male and female, and all women, both minority
and non-minority, Consequently, the Contractor
may be in violation of the Executive Order if a
particular group is employed in a substantially
disparate manner (for example, even though the
Contractor has achieved its goals for women
generally. the Contractor may be in violation of
the Executive Order if a specific minority group of
women is underutilized).
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AHCDD Form 412
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
AFFIRMATIVE ACTION GOALS & TIMETABLE
Project #:
CHANGES IN APPENDIX 8
PURSUANT TO OFCCP REGULATIONS - 41 CFR PART 60-4
Until further notice, the following goals for minority utilization in each construction craft and trade shall
be included in all Federal or federally assisted construction contracts and subcontracts in excess of $10,000 to
be performed in the respective geographical areas. The goals are applicable to each nonexempt contractor's
I',:J: total onsite construction workforce, regardless of whether or not part of that workforce is performing work on a
Federal, federally assisted or nonfederally related project, contract or subcontract.
I',',!. Construction contractors which are participating in an approved Hometown Plan (see 41 CFR 60-4.5)
are required to comply with the goals of the Hometown Plan with regard to construction work they perform in
the area covered by the Hometown Plan. With regard to all their other covered construction work, such
IJ contractors are required to comply with the applicable SMSA or EA goal contained in this Appendix 8-80.
11
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APPENDIX 8-80
GOALS FOR MINORITY UTILIZATION
Auqusta. GA.
Goals
(Percent)
MINORITY FEMALE
I SMSA Counties. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Columbia, Richmond & Aiken, S.C.
IJ Non-SMSA Counties. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32.8
8urke, Emanuel, Glascock, Jefferson,
IJ ~~~~: ;~~c~~lk~cDuffie, Taliaferro,
27.2
6.9
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Form 501
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project #:
cDBG 04037
PERFORMANCE BOND
(See Attachment)
501-1
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THE CINCINNATI INSURANCE COMPANY
APPROVED BY THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A312 (December 1984 Edition)
Performance Bond
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address):
Armnar Cons truc tion Company, Inc.
P.O. Box 1877
Evans, GA 30809
SURETY (Name and Principal Place of Business):
THE CINCINNATI INSURANCE COMPANY
6200 S. GILMORE ROAD
CINCINNATI, OHIO 45014-5141
OWNER (Name and Address): .
Augusta, GA (a political subdivision of the State of GeorgJ.a)
through its Augusta Housing & Community Development Department
530 Greene St.
Augusta, GA 30901
CONSTRUCTION CONTRACT
Date: September 18, 2008
Amount: $155,700.00
Description (Name and Location): Project # CDBG #04037
W T Johnson Center Kitchen Remodel 1610 Hunter St. Augusta, GA 30906
BOND
Date (Not earlier than Construction Contract Date): September 18', 2008
Amount: $155,700.00
Modifications to this Bond: ~ None
CONTRACTOR AS PRINCIPAL
Company: (Corporate Seal)
Armnar Constructio mpany, Inc.
Signatu re:
Name and T
President
(Any additional signatures appear on page 3)
(FOR INFORMATION ONLY-Name, Address and Telephone)
AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or
Meybohm Scarborough Insurance, lJ..C other party): Virgo/Gambill
3512 Wheeler Road
Augusta, GA 30909
706-722-8338
S-2100-AIA-A312 (6/87) PERFORMANCE BOND
A312-1984 1
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1 The Contractor and the Surety, jointly and severally,
bind themselves, their heirs, executors, administrators,
successors and assigns to the Owner for the performance
of the Construction Contract, which is incorporated herein
by reference.
2 If the Contractor performs the Construction Contract,
the Surety and the Contractor shall have no obligation
under this Bond, except to participate in conferences as
provided in Subparagraph 3.1.
3 If there is no Owner Default, the Surety's obligation
ynder this Bond shall arise after:
3.1 The Owner has notified the Contractor and the
Surety at its address described in Paragraph 10 below
that the Owner is considering declaring a Contractor
Default and has requested and attempted to arrange a
conference with the Contractor and the Surety to be'
held not later than fifteen days after receipt of such
notice to discuss methods of performing the Construc-
tion Contract. If the Owner, the Contractor and the
Surety agree, the Contractor shall be allowed a reason-
able time to perform the Construction Contract. but
such an agreement shall not waive the Owner's right, if
any, subsequently to declare a Contractor Default; and
3.2 The Owner has declared a Contractor Default and
formally terminated the Contractor's right to complete
the contract. Such Contractor Default shall not be de-
clared earlier than twenty days after the Contractor and
the Surety have received notice as provided in Sub-
paragraph 3.1; and
3.3 The Owner has agreed to pay the Balance of the
Contract Price to the Surety in accordance with the
terms of the Construction Contract or to a contractor
selected to perform the Construction Contract in accor-
dance with the terms of the contract with the Owner.
4 When the Owner has satisfied the conditions of Para-
graph 3, the Surety shall promptly and at the Surety's ex-
pense take one of the following actions:
4.1 Arrange for the Contractor, with consent of the
Owner, to perform and complete the Construction
Contract; or
4.2 Undertake to perform and complete the Construc-
tion Contract itself, through its agents or through inde-
pendent contractors; or
4.3 Obtain bids or negotiated proposals from
qualified contractors acceptable to the Owner for a
contract for performance and completion of the Con-
struction Contract, arrange for a contract to be pre-
pared for execution by the Owner and the contractor
selected with the Owner's concurrence, to be secured
with performance and payment bonds executed by a
qualified surety equivalent to the bonds issued on the
Construction Contract, and pay to the Owner the
amount of damages as described in Paragraph 6 in ex-
cess of the Balance of the Contract Price incurred bv the
Owner resulting from the Contractor's default; o~
4.4 Waive its right to perform and complete, arrange
for completion, or obtain a new contractor and with
reasonable promptness under the circumstances:
.1 After investigation, determine the amount for
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which it may be liable to the Owner and, as
soon as practicable after the amount is deter-
mined, tender payment therefor to the
Owner; or
.2 Deny liability in whole or in part and notiiv thp
Owner citing reasons therefor,
5 If the Surety does not proceed as provided in Paragraph
4 with reasonable promptness, the Suretv shall bp depmpd
to be in default on this Bond fifteen days after receipt oi an
additional written notice from the Owner to thp Surety
demanding that the Surety perform its obligations under
this Bond, and the Owner shall be entitled to eniorce any
remedy available to the Owner. If the Surety proceeds as
provided in Subparagraph 4.4, and the Owner reiuses the
payment tendered or the Surety has denied liability, in
whole or in part, without further notice the Owner shall be
entitled to enforce any remedy available to the Owner.
6 After the Owner has terminated the Contractor's right
to complete the Construction Contract, and if the Surety
elects to act under Subparagraph 4.1, 4.2, or 4.3 above,
then the responsibilities of the Surety to the Owner shall
not be greater than those of the Contractor under the
Construction Contract, and the responsibilities oi the
Owner to the Surety shall not be greater than those of the
Owner under the Construction Contract. To the limit oi the
amount of this Bond, but subject to commitment by the
Owner of the Balance of the Contract Price to mitigation of
costs and damages on the Construction Contract. the Sure-
ty is obligated without duplication for:
6.1 The responsibilities of the Contractor for correc-
tion of defective work and completion oi the Construc-
tion Contract;
6.2 Additional legal, design professional and delay
costs resulting from the Contractor's Default, and re-
sulting from the actions or failure to act of the Surety
under Paragraph 4; and
6.3 Liquidated damages, or if no liquidated damages
are specified in the Construction Contract, actual dam-
ages caused by delayed performance or non-perfor-
mance of the Contractor.
7 The Surety shall not be liable to the Owner or others for
obligations of the Contractor that are unrelated to the Con-
struction Contract, and the Balance of the Contract Price
shall not be reduced or set off on account of any such
unrelated obligations. No right of action shall accrue on
this Bond to any person or entity other than the Owner or
its heirs, executors, administrators or successors.
8 The Surety hereby waives notice of any change, includ-
ing changes of time, to the Construction Contract or to
related subcontracts, purchase orders and other obliga-
tions.
9 Any proceeding, legal or equitable, under this Bond
may be instituted in any court of competent jurisdiction in
the location in which the work or part of the work is located
and shall be instituted within two years after Contractor
Default or within two vears after the Contractor ceased
working or within two y~ars after the Surety refuses or fails
to perform its obligations under this Bond, whichever oc-
curs first. If the provisions of this Paragraph are void or
prohibited by law, the minimum period of limitation avail-
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A312-1984 2
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able to sureties as a defense in the jurisdiction of the suit
shall be applicable.
10 Notice to the Surety, the Owner or the Contractor shall
be mailed or delivered to the address shown on the sig-
nature page.
11 When this Bond has been furnished to comply with a
statutory or other legal requirement in the location where
the construction was to be performed, any provision in this
Bond conflicting with said statutory or legal requirement
shall be deemed deleted herefrom and provisions con-
forming to such statutory or other legal requirement shall
be deemed incorporated herein. The intent is that this
Bond shall be construed as a statutory bond and not as a
common law bond.
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12 DEFINITIONS
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12.1 Balance of the Contract Price: The total amount
payable by the Owner to the Contractor under the
Construction Contract after all proper adjustments'
have been made, including allowance to the Con-
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MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:
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tractor of any amounts received or to be received by
the Owner in settlement of insurance or other claims
for damages to which the Contractor is entitled, re-
duced by all valid and proper payments made to or on
behalf of the Contractor under the Construction Con-
tract.
12.2 Construction Contract: The agreement between
the Owner and the Contractor identified on the sig-
nature page, including all Contract Documents and
changes thereto.
12.3 Contractor Default: Failure of the Contractor,
which has neither been remedied nor waived, to per-
form or otherwise to comply with the terms of the
Construction Contract.
12.4 Owner Default: Failure of the Owner, which has
neither been remedied nor waived, to pay the Con-
tractor as required by the Construction Contract or to
perform and complete or comply with the other terms
thereof.
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page.)
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CONTRACTOR AS PRINCIPAL
Company:
(Corporate Seal)
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Signature:
Name and Title:
Address:
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SURETY
Company: (Corporate Seal)
THE CINCINNATI INSURANCE COMPANY
'Signature:
Name and Title:
Address:
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A312-1984 3
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Form 501
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project #:
cDBG 04037
PAYMENT BON'D
(See Attachment)
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THE CINCINNATI INSURANCE COMPANY
APPROVED BY THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A312 (December 1984 Edition)
Payment Bond
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address):
Anmar Construction Company, Inc.
P.O. Box 1877
Evans, GA 30809
SURETY (Name and Principal Place of Business):
THE CINCINNATI INSURANCE COMPANY
6200 S. GILMORE ROAD
CINCINNATI, OHIO 45014-5141
OWNER (Name and Address): ,
Augusta, GA (a political subdivision of the State of Georgia)
through its Augusta Housing & Community Development Department
530 Greene St.
Augusta, GA 30901
CONSTRUCTION CONTRACT
Date: September 18, 2008
Amount: $155,700.00
Description (Name and Location): Project # CDBG #04037
W T Johnson Center Kitchen Remodel 1610 Hunter St. Augusta, GA 30906
BOND
Date (Not earlier than Construction Contract Date): September 18, 2008
Amount: $155,700.00
Modifications to this Bond: 0 None Ga See Page 6
CONTRACTOR AS PRINCIPAL
Company:
Ammar Construction
signature;--~A
Name and Ti 0
SURETY
Company:
THE clN
(Any additional signatures appear on page 6)
(FOR INFORMA T/ON ONL Y-Name, Address and Telephone)
AGENT or BROKER: . OWNER'S REPRESENTATIVE (Architect, Engineer or
Meybohm Scarborough Insurance, 1.LC other party): Virgo/Gambill
3512 Wheeler Road .
Augusta, GA 30909
706-722-8338
S-2150-AIA-A312 (6/87) PAYMENT BOND
A312.1984 4
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1 The Contractor and the Surety, jointly and severally,
bind themselves, their heirs, executors, administrators,
successors and assigns to the Owner to pay for labor,
materials and equipment furnished for use in the perfor-
mance of the Construction Contract, which is incorpo-
rated herein by reference.
2 With respect to the Owner, this obligation shall be
null and void if the Contractor:
2.1 Promptly makes payment, directly or indirectly,
for all sums due Claimants, and
2.2 Defends, indemnifies and holds harmless the
Owner from claims, demands, liens or suits by any
person or entity whose claim, demand, lien or suit is
for the payment for labor, materials or equipment fur-
nished for use in the performance of the Construction
Contract, provided the Owner has promptly notified
the Contractor and the Surety (at the address
described in Paragraph 12) of any claims, demands,
liens or suits and tendered defense of such claims
demands, liens or suits to the Contractor and th~
Surety, and provided there is no Owner Default.
3 With respect to Claimants, this obligation shall be
null and void if the Contractor promptly makes pay-
ment, directly or indirectly, for all sums due.
4 The Surety shall have no obligation to Claimants
under this Bond until:
4.1 Claimants who are employed by or have a direct
contract with the Contractor have given notice to the
Surety (at the address described in Paragraph 12) and
sent a copy, or notice thereof. to the Owner, stating
that a claim is being made under this Bond and, with
substantial accuracy, the amount of the claim.
4.2 Claimants who do not have a direct contract
with the Contractor:
.1 Have furnished written notice to the Con-
tractor and sent a copy, or notice thereof, to
the Owner, within 90 days after having last
performed labor or last furnished materials or
equipment included in the claim stating, with
substantial accuracy, the amount of the claim
and the name of the party to whom the
materials were furnished or supplied or for
whom the labor was done or performed; and
.2 Have either received a rejection in whole or
in part from the Contractor, or not received
within 30 days of furnishing the above no-
tice any communication from the Contractor
by which the Contractor has indicated the
claim will be paid directly or indirectly; and
.3 Not having been paid within the above 30
days, have sent a written notice to the Surety
(at the address described in Paragraph 12) and
sent a copy, or notice thereof. to the Owner,
stating that a claim is being made under this
Bond and enclosing a copy of the previous
written notice furnished to the Contractor.
5 If a notice required by Paragraph 4 is given by the
Owner to the Contractor or to the Surety, that is suffi-
cient compliance.
6 When the Claimant has satisfied the conditions of
Paragraph 4, the Surety shall promptly and at the
Surety's expense take the following actions:
6.1 Send an answer to the Claimant, with a copy to
the Owner, within 45 days after receipt of the claim,
stating theamounts that are undisputed and the basis
for challenging any amounts that are disputed.
6.2 Payor arrange for payment of any undisputed
amounts.
7 The Surety's total obligation shall not exceed the
amount ofthis Bond, and the amount of this Bond shall be
credited for any payments made in good faith by the Surety.
8 Amounts owed by the Owner to the Contractor under
the Construction Contract shall be used for the perfor-
mance of the Construction Contract and to satisfy claims,
if any, under any Construction Performance Bond. By
the Contractor furnishing and the Owner accepting this
Bond, they agree that all funds earned by the Contractor
in the performance of the Construction Contract are
dedicated to satisfy obligations of the Contractor and
the Surety under this Bond, subject to the Owner's prior-
ity to use the funds for the completion of the work.
9 The Surety shall not be liable to the Owner, Claimants
or others for obligations of the Contractor that are unrelat-
ed to the Construction Contract. The Owner shall not be
liable for payment of any costs or expenses of any Claim-
ant under this Bond, and shall have under this Bond no obli-
gations to make payments to, give notices on behalf of, or
otherwise have obligations to Claimants under this Bond.
10 The Surety hereby waives notice of any change,
including changes of time, to the Construction Contract
or to related subcontracts, purchase orders and other
obligations,
11 No suit or action shall be commenced by a Claimant
under this Bond other than in a court of competent juris:
diction in the location in which the work or part of the
work is located or after the expiration of one year from the
date (1) on which the Claimant gave the notice required by
Subparagraph 4.1 or Clause 4.2.3, or (2) on which the last
labor or service was performed by anyone or the last mate-
rials or equipment were furnished by anyone under the Con-
struction Contract, whichever of (1) or (2) first occurs. If the
provisions of this Paragraph are void or prohibited by law,
the minimum period of limitation available to sureties as a
defense in the jurisdiction of the suit shall be applicable.
12 Notice to the Surety, the Owner or the Contractor
shall be mailed or delivered to the address shown on the
signature page. Actual receipt of notice by Surety, the
Owner or the Contractor, however accomplished, shall
be sufficient compliance as of the date received at the
address shown on the signature page.
13 When this Bond has been furnished to comply with a
statutory or other legal requirement in the location where
the construction was to be performed, any provision in this
Bond conflicting with said statutory or legal requirement
shall be deemed deleted herefrom and provisions con-
forming to such statutory or other legal requirement shall
be deemed incorporated herein. The intent is that this
A312-1984 5
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Bond shall be construed as a statutory bond and not as a
common law bond.
14 Upon request by any person or entity appearing to be a
potential beneficiary of this Bond, the Contractor shall
promptly furnish a copy of this Bond or shall permit a copy
to be made.
Construction Contract, architectu ral and engineering
services required for performance of the work of the
Contractor and the Contractor's subcontractors, and
all other items for which a mechanic's lien may be
asserted in the jurisdiction where the labor, materials
or equipment were furnished.
15.2 Construction Contract: The agreement between
the Owner and the Contractor identified on the sig-
nature page, including all Contract Documents and
changes thereto.
15.3 Owner Default: Failure of the Owner, which has
neither been remedied nor waived, to pay the Con-
tractor as required by the Construction Contract or to
perform and complete or comply with the other terms
thereof.
15 DEFINITIONS
15.1 Claimant: An individual or entity having a direct
contract with the Contractor or with a subcontractor of
the Contractor to furnish labor, materials or equip-
ment for use in the performance of the Contract. The
intent of this Bond shall be to include without limita-
tion in the terms "labor, materials or equipment" that
part of water, gas, power, light, heat, oil, gasoline,
telephone service or rental equipment used in the
MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:
Paragraph 6 is deleted in its entirety and the following is substituted in its
place:
6. When the Claimant has satisfied the conditions of Paragraph 4, and has
submitted all supporting documentation and any proof of claim requested by the
Surety, the Surety shall, within a reasonable period of time, notify the
Glaimant of the amounts that are undisputed and the basis for challenging any
amounts that are disputed, including, but not limited to, the lack of
substantianting documentation to support the claim as to entitlement or amount,
and the Surety shall within a reasonable period of time, payor make arrangements
for payment of any undisputed amount; provided, however, that the failure of the
Surety to timely discharge its obligations under this paragraph or to dispute
or identify any specific defense to all or any part of a claim shall not be
deemed to be an admission of liability by the Surety as to such claim or
otherwise constitute a waiver of the Contractor or Surety's defenses to, or
right to dispute, such claim. Rather, the Claimant have the immediate right
without further notice,to bring suit against the Surety to enforce any remedy
available to it under this Bond.
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page.)
CONTRACTOR AS PRINCIPAL
Company:
Signature:
Name and Title:
Address:
(Corporate Seal)
SURETY
Company: ///'/
THE CINCINNATI
(
A312.1984 6
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THE CINCINNATI INSURANCE COMPANY
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Fairfield, Ohio
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That THE CINCINNATI INSURANCE COMPANY, a corporation organized under the laws of
the State of Ohio, and having its principal office in the City of Fairfield, Ohio, does hereby constitute and appoint
Roy Scarborough, Jr.; Suzy ~. Dekle; Alicia J. Rhoades and/or James C. Channell, Jr.
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of Augusta, Georgia its true and lawful Attorney(s)-in-Fact to sign, execute, seal
and deliver on its behalf as Surety, and as its act and deed, any and all bonds, policies, undertakings, or other like instruments, as follows:
Any such obligations in the United States, up to
Fifteen Million and No/IOO Dollars ($15,000,000.00).
This appointment is made under and by authority of the following resolution passed by the Board of Directors of said Company
at a meeting held in tbe principal office of the Company, a quorum being present and voting, on the 6th day of December, 1958, which
resolution is still in effect:
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"RESOLVED, that the President or any Vice President be hereby authorized, and empowered to appo;nt Attorneys-in-
Fact of the Company to execute any and all bonds, policies, undertakings, or other like instruments on behalf of the
Corporation, and may authorize any officer or any such Attorney-in-Fact to affix the corporate seal; and may with or
without cause modify or revoke any such appointment or authority. Any such writings so executed by such Attorneys-in-
Fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected
officers of the Company."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the
Board of Directors of the Company at a meeting duly called and held on the 7th day of December, 1973.
.' !. .
"RESOLVED, that the signature of the President or a Vice President and the seal of the Company may be affixed by
facsimile on any power of attorney granted, and the signature of the Secretary or Assistant Secretary and the seal of the
Company may be affixed by facsimile to any certificate of any such power and any such power of certificate bearing
such facsimile signature and seal shall be valid and binding on the Comp!illY. Any such power so executed and sealed
and certified by certificate so executed and sealed shall; with respect to any bond or undertaking to which it is attached,
continue to be valid and bindmg on the Company."
IN WITNESS WHEREOF, THE CINCINNATI INSURANCE COMPMry has caused these presents to be sealed with its corporate
seal, duly attested by its Senior Vice President this 1st day of August, 2004.
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THE~CINNATI INSURANCE COMP~Y
fl/~,Xe ,
So",o, Vi'o Presi~
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STATE,OF OHIO
COUNTY OF BUTLER
) ss:
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On this 1st day of August, 2004, before me came the above-nani~ Senior Vice President of THE CINCINNATI INSURANCE
COMPANY, to me personally known to be the officer described herein, and acknowledged that the seal affixed to the preceding instrument is
the corporate seal of said Company and the corporate seal and the signature of the officer were duly affixed and subscribed to said instrument
by the authority and direction of said corporation.
,."'''''...",
~,~~,,~\Al ;"""
.l()~~~,"~1." '
lC?:t~ <"\
=*; If-= '
: \ . =
\ ,_10/
\.s-~~+'1
'##,#1 "e O-V~';
l',......I~
I, the undersigned Secretary or Assistant Secretary of THE CINCINNATI INSURANCE COMPANY, hereby certify that the above
is a true and correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of
Attorney is still in full force and effect.
.7UL
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MARK J. H LLER, Attorney at Law
NOTARY PUBLIC - ST~TE OF OHIO
My commission has no expiration
date. Section 147.03 O.R.c.
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, this
GIVEN under my hand and seal of said Company at Fairfield, Ohio.
18 day of September, 2008
,~!)~~~
/Secretary
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Bl~-l005 (K/04<l'
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AUGUST A HOUSING & COMMUNITY Project #:
Form 502 DEVELOPMENT DEPARTMENT
cDBG 04037
INSURANCE
(See Attachment)
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502-1
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From: Alicia Rhoades At: Meybohm, Scarborough Insurance, LLC FaxlD: Meybohm Scarborough To: Belinda Brown Date: 10/1312008 03:09 PM Page: 2 of 2
AMMARCQ-01
ALRH
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ACORDTM
CERTIFICATE OF LIABILITY INSURANCE
PRODUCER
Meybohm Scarborough Insurance, LLC.
3512 Wheeler Road
Augusta, GA 30909
(706) 722-8338
DATE (MMlDDNYYY)
1 0/1 3/2008
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.
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INSURED
Ammar Construction Co., Inc.
Post Office Box 1877
Evans, GA 30809
INSURERS AFFORDING COVERAGE
INSURER A Cincinnati Ins. CO
INSURER B: Builders Insurance Company
INSURER C:
INSURER D:
INSURER E:
NAIC#
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COVERAGES
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THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOICATED, 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 ~~\;~ lYp,: OF INSU"~NCE P~k-li~~~~g~\E Pgk!;;,YI~~,bRif~N
LTR POLICY NUMBER LIMITS
~NERAL L1ABILllY E,A,CH OCCURRENCE $ 2,000,000
A ~DMERCIAL GENERAL L1ASILllY CAP5877834 9/20/2006 9/20/2009 I ~=~~~(E~t:~~~~ence) $ 100,000
_ CLAIMS MADE 0 OCCUR MED EXP (Anyone person) $ 5,000
PERSONAL & /1DV INJURY $ 2,000,000
- 2,000,000
GENERAL AGGREGATE $
-
~'L AGGREM LIMIT APr~~rER: PRODUCTS - COMP/OP AGG $ 2,000,000
POLICY X P,~~ X LOC
~TOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 500,000
A X ANY AUTO CAP5877834 9/20/2006 9/20/2009 (Ea accident)
I--
X ALL OWNED AUTOS
'x BODIL Y INJURY $
SCHEDULED AUTOS (Per person)
'x HIRED AUTOS BODIL Y INJURY
'x $
NON-OWNED AUTOS (Per accidenll
f-
f- PROPERTY DAMAGE $
(Per accidf?nt)
RRAGE LIABILllY AUTO ONL Y , EA ACCIDENT $
ANY AUTO OTHER THAN EAACC $
AUTO ONL Y: AGG $
EXCESS/UMBRELLA LIABILITY E,\CH OCCURRENCE $ 3,000,000
A o OCCUR 0 CLAIMS MADE CAP5877834 9/20/2006 9/20/2009 AGGREGATE $ 3,000,000
$
R DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSAllON AND X I WC STATU- I 10TH-
TORY LIMITS ER
B EMPLOYERS' LIABILI1Y WCV0028015 1 0/9/2008 1 0/9/2009 100,000
EL EACH ACCIDENT $
ANY PROPRIETOR/PARTNER/EXECUTIVE 100,000
OFFICER/MEMBER EXCLUDED? EL DISEASE, EA EMPLOYEE $
If yes, describe under E,L DISEASE - POLICY LIMIT $ 500,000
SPECIAL PROVISIONS bolo"
OTHER
DESCRIPTION OF OPERATIONS / LOCAllONS I VEHICLES / EXCLUSIONS ADDED BY ENOORSEMENT / SPECIAL PROVISIONS
CERTIFICATE HOLDER
CANCELLATION
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Augusta-Richmond County
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF. THE ISSUING INSURER WILL ENOEAVOR TO MAIL 3~ DAYS WRITTEN
NOllCE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLlGAllON OR L1ABILllY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
REPRESENTAllVES,
AUTHORIZED REPRESENTATIVE
~ ,~- ---~-~
...... .;;:~ ::>'" ~ ...... ""':. ""-- ~ --- '.... _ ""-'<"-.0;. ~ _ ~ ',"'"
@ACORD CORPORATION 1988
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ACORD 25 (2001108)
From: Alida Rhoades At: Meybohm, Scarborough Insurance, LLC Fax/D: Meybohm Scarborough To: Ammar
Date: 101212008 02:50 PM Page: 3 of 3
I,
AMMARCO-01
ALRH
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IMPORTANT
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If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
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If SUBROGATION IS WArvED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
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DISCLAIMER
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The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
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I ACORD 25 (2001108)
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AUGUSTA HOUSING & COMMUNITY Project #:
Form 503 DEVELOPMENT DEPARTMENT
cDBG 04037
CERTIFICA TE
OF
NON-SEGRA TED
FACiliTIES
BY
SUBCONTRACTOR
503-1
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I The SUBCONTRACTOR certifies that he does not maintain or prOVicre-f~ any
segregated facilities at any of his establishments, and that he does not permit his employees to perform their
I services at any location under SUBCONTRACTOR's control where segregated facilities are maintained. The
SUBCONTRACTOR certifies further that the SUBCONTRACTOR will not maintain or provide for
I SUBCONTRACTOR's employee any segregated facilities at any of SUBCONTRACTOR's establishments, and
that the SUBCONTRACTOR will not permit SUBCONTRACTOR's employees to perform their services at any
I location under SUBCONTRACTOR's control where segregated facilities are maintained. The
SUBCONTRACTOR agrees that a breach of this certification will be a violation of the Equal Opportunity clause
I in any contract resulting from acceptance of. this BID. As used in this certification, the term "segregated
facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating
I areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains,
recreation or entertainment areas, transportation, and housing facilities provided, for employees which are
I segregated by explicit directive or are.in fact segregated on the basis of race, color, religion, or nation origin,
because of habit, local custom, or otherwise. This certification is applicable to all contracts exceeding $10,000
_I which are not exempt from the provisions of the Equal Opportunity clause. SUBCONTRACTOR will retain
such certification in SUBCONTRACTOR's files. Note: The penalty for making false statements in offers is
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Form 503
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project #:
COSG #04037
BY SUBCONTRACTOR
0'1
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\' ' / ,,\ (J
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....-,~ ",,---, C"~
r'~
CERTIFICATION OF NON-SEGREGATED FACILITIES
prescribed in 18 U.S.C. ~1001.
Date--9 - d ')?
,2008
v'v1 \~~a~~ ~BC~~ll.~~) :Lft c
By r. \J - - . L
(Subco ractor's Name)
As its 6 en) t ce.... &1 tA .17 l!A q e-r,
(Title) 0
Official Address
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r o. 6c.ry dll534
MUA\LV\e~ GR Z)Oqtl
(City, State, Zip)
'*Must be included without,alteration
503-1
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I The SUBCONTRACTOR certifies that he does not maintain or provide fOr-f1iS~~;:;~-
I segregated facilities at any of his establishments, and that he does not permit his employees to perform their
services at any location under SUBCONTRACTOR's control where segregated facilities are maintained. The
SUBCONTRACTOR certifies further that the SUBCONTRACTOR will not maintain or provide for
I SUBCONTRACTOR's employee any segregated facilities at any of SUBCONTRACTOR's establishments, and
that the SUBCONTRACTOR will not permit SUBCONTRACTOR's employees to perform their services at any
I location under SUBCONTRACTOR's control where segregated facilities are maintained. The
SUBCONTRACTOR agrees that a breach of this certification will be a violation of the Equal Opportunity clause
I in any contract resulting from acceptance of this BID. As used in this certification, the term "segregated
facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating
I areas, time clocks, locker rooms and other storage or dressing areas, parking'lots, drinking fountains,
recreation or entertainment areas, transportation, and housing facilities provided, for employees which are
I segregated by explicit directive or are .in fact segregated on the basis of race, color, religion, or nation origin,
because of habit, local custom, or otherwise. This certification is applicable to all contracts exceeding $10,000
I which are not exempt from the provisions of the Equal Opportunity clause. SUBCONTRACTOR will retain
such certification in SUBCONTRACTOR's files. Note: The penalty for making false statements in offers is
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AUGUST A HOUSING & COMMUNITY Project #:
Form 503 DEVELOPMENT DEPARTMENT
CDBG #04037
BY SUBCONTRACTOR
~",l\".\,\E' CC),
v 1..."-' "...'
\\~ QC\
CERTIFICATION OF NON-SEGREGATED FACILITIES
(l'J
G 12GJ,'
prescribed in 18 U.S.C. 91001.
Date /O-!-I-t/O( ,2008
~
(Title)
Official Address
3/33 t,cJMt)/t/1 ,/dIP
1f~~t4' GA. 3CJrlJ[,
(City, State, Zip)
I *Must be included without alteration
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AUGUST A HOUSING & COMMUNITY Project #:
Form 503 DEVELOPMENT DEPARTMENT
,
cOBG #04037
CERTIFICATION OF NON-SEGREGATED FACILITIES ~ ~ @ ~TI \it"
BY SUBCONTRACTOR ~~ OCT 0 2 2008
~
ii,' I!
3
The SUBCONTRACTOR certifies that he does not maintain or provide -far his em.ployeeS-a~
segregated facilities at any of his establishments, and that he does not permit his employees to perform their
services at any location under SUBCONTRACTOR's control where segregated facilities are maintained. The
SUBCONTRACTOR certifies further that the SUBCONTRACTOR will not maintain or provide for
SUBCONTRACTOR's employee any segregated facilities at any of SUBCONTRACTOR's establishments, and
that the SUBCONTRACTOR will not permit SUBCONTRACTOR's employees to perform their services at any
location under SUBCONTRACTOR's control where segregated facilities are maintained. The
SUBCONTRACTOR agrees that a breach of this certification will be a violation of the Equal Opportunity clause
in any contract resulting from acceptance of this BID. As used in this certification, the term "segregated
facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating
areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains,
recreation or entertainment areas, transportation, and housing facilities provided for employees which are
segregated by explicit directive or are ,in fact segregated on the basis of race, color, religion, or nation origin,
because of habit, local custom, or otherwise. This certification is applicable to all contracts exceeding $10,000
which are not exempt from the provisions of the Equal Opportunity clause. SUBCONTRACTOR will retain
such certification in SUBCONTRACTOR's files. Note: The penalty for making false statements in offers is
prescribed in 18 U.S.C. S1001.
Date September 26 ,2008
Advanced Air Technology
(Name of SUBCONTRAC OR)
Official Address
By
P.O. Box 1638
As its
owner
(Title)
lhT~n!:: ~)l. ~()R()q
(City, State, Zip)
*Must be included without alteration
503-1
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AUGUST A HOUSING & COMMUNITY Project #:
504 DEVELOPMENT DEPARTMENT
SPECIAL POWER OF ATTORNEY CERTIFICATE cDBG #04037
)
)
COUNTY OF RICHMOND )
TO CHESTER A. WHEELER, III
SPECIAL POWER OF ATTORNEY
RE: W. T. Johnson Kitchen Renovations
Hereinafter known as "Project"
KNOW ALL PERSONS BY THESE PRESENTS: That AUGUSTA, GEORGIA, a political
subdivision of the State of Georgia, hereby constitutes and appoints, and by these presents does
make, constitute and appoint CHESTER A. WHEELER, III, of Richmond County, Georgia, as it's true
and lawful attorney in fact, in the executing of any or all of the following documents related to Project:
(1) To sign and execute any and all legal instruments, to any person or persons wishing to contract
with Augusta Housing and Community Development Department;
(2) To sign statements or related instruments necessary or convenient to said transaction;
(3) To sign, endorse, deposit or issue checks or to receive checks related to the Augusta Housing
and Community Development Department program; and
(4) Augusta, Georgia does hereby grant and give unto CHESTER A. WHEELER, III as Director of
Augusta Housing and Community Development Department, as its attorney in fact with full authority
and power to do and perform any and all other acts necessary or convenient to Project and to
perform same as the authorized representative of Augusta, Georgia.
This Special Power of Attorney specifically revokes any previously issued Power of Attorney.
IN WITNESS WHEREOF, Augusta, Georgia has caused this Power of Attorney to be executed by
and through its authorized officials and the seal of the consolidated government affixed this
day of , 2008.
Augusta, Georgia
BY:
L.S.
As its: Mayor
ATTEST:
Clerk of Commission
SEAL
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I STATE OF GEORGIA
RICHMOND COUNTY
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505
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR AFFIDAVIT AND AGREEMENT
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006
Project #:
COBG #04037
CONTRACTOR AFFIDAVIT AND AGREEMENT
COMES NOW before me, the undersigned officer duly authorized to administer oaths, the undersigned
contractor, who, after being duly sworn, states as follows:
1.
By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. S
13-10-91 and Georgia Department of Labor Rule 300-10-1-.02, stating affirmatively that the individual, firm, or
corporation which is contracting with the Georgia Department of Natural Resources has reg istered with and is
participating in a federal work authorization program* in accordance with the applicability provisions and
deadlines established in O.C.G.A. S 13-10-91 and Georgia Department of Labor Rule 300-10-1.02.
2.
The undersigned contractor further agrees that, should it employ or contract with any
subcontractor(s) in connection with the physical performance of services pursuant to the contract with the
Georgia Department of Natural Resource3s of which this affidavit is a part, the undersigned contractor will
secure from such subcontractor(s) similar verification of compliance with O.C.G.A. S 13-10-91 and Georgia
Department of Labor Rule 300-10-1-.02 through the subcontractor's execution of the subcontractor affidavit
required by Georgia Department of Labor Rule 300-10-1-.08 or a substantially similar subcontractor affidavit.
The undersigned contractor further agrees to maintain records of such compliance and provide a copy of each
such verification to the Georgia Department of Natural Resources at the time the subcontractor(s) is retained to
perform such services.
EEV/Basic Pilot Program User Identification Number
FURTHER ~FIAN:r.rETH NOT
~~~
BY: Au rrzed 0 icer or Agent
g .; z.g ~ f'bo of
Date ~
A-,L{~~ t,~llrvdo:
Contractor Name
foNt/? ,
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PI< ~ ( D--c3/V/
Title of Authorized Officer or Agent of Contractor
/0/1/ 'I I/--M f4 /1Yt-
Printed Name of Authorized Officer or Agent
505-1
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I Sworn to aJld subscribed befoJ" me /
This 2-8 day of 9~~~~<(pV
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505
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
CONTRACTOR AFFIDAVIT AND AGREEMENT
Project #:
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006
COBG #04037
,2008
Notary
My commission expires: -DclQ'\oer 31
dOlO
* Any of the electronic verification of work authorization programs operated by the United States Department of
Homeland Security or any equivalent federal work authorization program operated by the United States
Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration
Reform and Control Act of 1986 (I RCA) , P.L. 99-603. As of the effective date of O.C.G.A. S 13-10-91, the
applicable federal work authorization program is the "EEV/Basic Pilot Program" operated by the U.S.
Citizenship and Immigration Services Bureau of the U.S. Department of Homeland Security, in conjunction with
the Social Security Administration (SSA).
505-2
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AUGUST A HOUSING & COMMUNITY Project #:
Form 506 DEVELOPMENT DEPARTMENT
COBG #04037
SUBCONTRACTOR
AFFIDAVIT
AND
AGREEMENT
GA SECURITY & IMMIGRATION
COMPLIANCE ACT OF 2006
506-1
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AUGUST A HOUSING & COMMUNITY Project #:
DEVELOPMENT DEPARTMENT
506 SUBCONTRACTOR AFFIDAVIT
COSG #04037 .
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006
.. .... . . .
. STATE OF GEORGIA
RICHMOND COUNTY
fD) 'iDJ ('('J c-::.::J Tr' ';?t;":: ,--;::;J ~
l~( ~~L9: ~ \'j & 1m
rJ~ OCT r 7 2008 CJ
. .
SUBCONTRACTOR AFFIDAVIT
- ._~---
I COMES. NOW before me, the undersigned officer duly authorized to administer oaths, the undersigned
contractor, who, after being duly sworn, states as follows: .
By executing this affidavit, the undersigned sub contractor verifies its compliance with a.c.G.A. ~ 13-
10-91 and Georgia Department of Labor Rule 300-10-1-.02, stating affirmatively that the individual, firm, or
co~ ration whicl:h is nga~Q. in he physical performance of services under a contract with
i4. t'14- Wit Vv:17o. ."I~, (name of contractor) on
behalf of the Georgia Department of Nat ral Resources has registered with and is participating in a federal
work authorization program* in accordance with the applicability provisions and deadlines established in
a.C.G.A ~ 13-10-91 and Georgia Department'of Labor Rule 300-10-1.02.
EEV/Basic Pilot Program User.ldentification Number
10 -7-og
Date
E' '!:>DItJ SIG-Lc
Printed Name of Authorized Officer or Agent
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AUGUST A HOUSING & COMMUNITY Project #:
DEVELOPMENT DEPARTMENT
506 SUBCONTRACTOR AFFIDAVIT
. . COBG #04037
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006
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Sworn to and :Subscribed before me
This ITH clay' of OC ro!:)IE'i
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My commissioh expires: 12./8/09
!
,2008
TREG SZERLONG
NoIIry PuIIIe-CoUnbia Courwy, Georgia
Mr ~ &llpiw Deoember 8, 2009
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* Any of the electronic verification of work authorization programs operated by the United States Department of
Homeland Sepurity or any equivalent federal work authorization program operated by the United States
Department of: Homeland Security to verify information of newly hired employees, pursuant to the Immigration
Reform and Control Act of 1986 (JRCA), P.L. 99-603. As of the effective date of O.C.G.A. S 13-10-91, the
applicable federal work authorization program is the "EEVlBasic Pilot Programn operated by the U.S.
~ .. .
Citizenship and Immigr:ation Services Bureau of the U.S. Department of Homeland Security, in conjunction with
the Social Security Administration (SSA).
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I STATE OF GEORGIA
RICHMOND COUNTY
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I By executing this affidavit, the undersigned sub contractor verifies its compliance with O.C.G.A. S 13-
10-91 and Georgia Department of Labor Rule 300-10-1-.02, stating affirmatively that the individual, firm, or
corporation which is engaged in the physical performance of services under a contract with
1 Ammar Construction Comoanv, Inc. (name of contractor) on
behalf of the Georgia Department of Natural Resources has registered with and is participating in a federal
work authorization program* in accordance with the applicability provisions and deadlines established in
I O.C.G.A. S 13-10-91 and Georgia Departmentof Labor Rule 300-10-1.02. .
506
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
SUBCONTRACTOR AFFIDAVIT
Project #:
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006
COBG #04037
SUBCONTRACTOR AFFIDAVIT
fj
OCi () .<) "
~ <lJ{J8
------
--~".....~
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,
... ..~---
COMES NOW before me, the undersigned officer duly authorized to administer oaths, the undersigned
contractor, who, after being duly sworn, states as follows:
I
I. EEV/Sasic Pilot Program User. Identification Number
FURTHER AFFIANT SA YETH NOT
~ y-~ r?
B . . ed Officer or Agent.
September 26, 2008
Date
~~v~n~p~ ~+r T~~hnnln~y
Subcontractor Name
nwn~r
Title of Authorized Officer or Agent of Subcontractor
Gary Hill
Printed Name of Authorized Officer or Agent
1
506-1
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I Sworn to and subscribed before me
This 26 day of September
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My commi~slorJex8ir~~:
I · Any of the'elei:tro~ic verification of work authorization programs operated by the United States Department of
Homeland Security or any e.quivalent federal work authorization program operated by the United States
I Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration
Reform and Control Act of 1986 (I RCA) , P.L. 99-603. As of the effective date of O.C.G.A. S 13-10-91, the
applicable federal work authorization program is the "EEV/Basic Pilot Program" operated by the U.S.
I Citizenship and Immigration Services Bureau of the U.S. Department of Homeland Security, in conjunction with
the Social Security Administration (SSA).
506
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
SUBCONTRACTOR AFFIDAVIT
Project #:
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006
COBG #04037
,2008
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506-2
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I STATE OF GEORGIA
RICHMOND COUNTY
I
I COMES NOW before me, the undersigned officer duly authorized to administer oaths, the undersigned
contractor, who, after being duly sworn, states as follows:
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I EEV/Basic Pilot Program User.ldentification Number
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506
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
SUBCONTRACTOR AFFIDAVIT
Project #:
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006.
COBG #04037
'ii=iI r;r ~p. r::--
10) ~ @ !!b 1!, "
m OCT 0 2 Z008
SUBCONTRACTOR AFFIDAVIT
By executing this affidavit, the undersigned sub contractor verifies its compliance with O.C.G.A. S 13-
10-91 and Georgia Department of Labor Rule 300-10-1-.02, stating affirmatively that the individual, firm, or
corp r ion w ich is engaged ip t~ ~hysic performan~e of J servicjJ!; under a contract with
U/J . L..--L-' ~ fLo.-t l'OvcJI) 0 (name of contractor) on
behalf of the G orgia Department of Natural. Resources has registered with and is participating in a federal
work authorization program* in accordance with the applicability provisions and deadlines established in
O.C.G.A. S 13-10-91 and Georgia Departmenfof Labor Rule 300-10-1.02.
FURTHER AFFIANT SA YETH NOT
V;u.~fQ 'fJ I PW//}
BY: Authorized Officer or Agent ..
q - 'bg - 0-.k
Date
N\u f1 dA~ e:k- 0CJ l ~
Subcontractor~me 0
,
\ J
I Title of Authorized Officer or Ag nt of Subcontractor
~'" C hA \t'\Il e I
I Printed N e of AuthOrized Officer or Agent
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506-1
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My commission expires:
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506
AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
SUBCONTRACTOR AFFIDAVIT
GA SECURITY & IMMIGRATION COMPLAINCE ACT OF 2006
Project #:
COBG #04037 .
Sworn to and subscribed before me
Thisd B d~y: of
,2008
* Any of the electronic verification of work authorization programs operated by the United States Department of
Homeland Security or any equivalent federal work authorization program operated by the United States
Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration
Reform and Control Act of 1986 (I RCA) , P.L. 99-603. As of the effective date of O.C.G.A. S 13-10-91, the
applicable federal work authorization program is the "EEVlBasic Pilot Program" operated by the U.S.
Citizenship and Immigration SerVices Bureau of the U.S. Department of Homeland Security, in conjunction with
the Social Security Administration (SSA).
I
506-2
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AUGUSTA HOUSING & COMMUNITY
DEVELOPMENT DEPARTMENT
Project #:
COBG 04037
I AHCDD Form 111
(Rev. 10106)
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TECHNICAL
SPECIFICATIONS
Page 111-1
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SECTION 00001
PROJECT TITLE PAGE
PROJECT MANUAL
FOR
W T 101lAIOA CEnTER
1610 HunTER ITREET
AUGUITA. GA
AUGUST 9, 2006
PROJECT NUMBER 2511
PREPARED BY:
VIRGO GAMBILL ARCHITECTS
2531 CENTERWEST PARKWAY SUITE 200
AUGUSTA, GEORGIA 30909
706-736-3661
FAX 706-736-4552
DRAWINGS@VIRGOGAMBILL.COM
2511/ W T JOHNSON CENTER - KITCHEN REMODEL
00001 - 1
PROJECT TITLE PAGE
-
11
IJ
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WT Johnson Park
Kitchen . Renovation
Bid Alternates
March 14,2007
C~l
IJ
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The BASE BID should include the project all work as shown on the plans EXCEPT the
appliances / fixtures shown on Sheet AI.O, "Legend for Proposed Appliances / Fixtures."
All plumbing and electrical support systems (such as supply lines, drain lines, conduit
and wire, devices, etc.), shall be included in the base bid. .
Il
Il
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Add Alternate #1 - Add the following items on Sheet AI.O, "Legend for Proposed
Appliances / Fixtures." Provide-one total price for these five items.
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Mark Description
1 "Turbo Air" 3 Compartment Sink Stainless Steel Sink with 2 Drainboards
4 "Turbo Air" 1 Compartment Stainless Steel Food Prep Sink with 2 Drainboards
5 "Turbo Air" Stainless Steel Hand Wash. Sink - TSS-I- H
12 "Just Manufacturing Company" A-I8665 14 Gauge Type 304 Stainless Steel
Service Sink
15 100G Water Heater on 4" High Coved Concrete Base
Add Alternate #2 - Add the following items shown on Sheet AI.O, "Legend for
Proposed Appliances / Fixtures." Provide one total price for these eleven items.
Mark Description
2 "Imperial" IFS-75 5 Burner Floor Model Fryer -175, 000 BTU Gas Output
3 "Imperial" 36" Restaurant Range lOven - IR-6-C -198,000 BTU Gas Output
with Legs/Casters .
6 Cold Tech Two Half Door Freezer - J2SFF-21B with Casters
7 Cold Tech Two Half Door Refrigerator - J2SRR-2IB with Casters
8 Channel Manufacturing Mobile Universal Rack - 4 Shelves- 43"Hx I8"Wx
25.5"D '
9 JohnBoos 14 Gauge Stainless Steel Top Work Table with Galvanized Legs and
Shelf
10 John Boos 14 Gauge Stainless Steel Top Work Table with GalvanizedLegs and
Shelf
11 Scotsman500lb Stainless Air Cooled Cuber + 30" Roto Cast Storage Bin-
CME506AS-IF + HTB555
16 5 Shelves - Painted Wood "- High Gloss White Color
17 Channel Manufacturing Fixed Shelving - Aluminum - 3 Shelves - 253HDF
18 John Boos 14 Gauge Stainless Steel Top Work Table with Backsplash,
Galvanized Legs and Shelf - S 14021
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SECTION 00010
TABLE OF CONTENTS
00001 - PROJECT TITLE PAGE
00010 - TABLE OF CONTENTS
00015 -LIST OF DRAWINGS
DIVISION 1 - GENERAL REQUIREMENTS
DIVISION 2 - SITE CONSTRUCTION
02201 - DEMOLITION
DIVISION 3 - CONCRETE
03356 - CONCRETE FLOOR FINISHING
DIVISION 4 -- MASONRY
04065 - MORTAR AND MASONRY GROUT
04210 - BRICK MASONRY UNITS
04220 - CONCRETE MASONRY UNITS
04815 - CAVITY WALLS
DIVISION 5 - METALS - NOT USED
DIVISION 6 - WOOD AND PLASTICS
06200 - FINISH CARPENTRY
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07900 - JOINT SEALERS
DIVISION 8 - DOORS AND WINDOWS
2511/W T JOHNSON CENTER" KITCHEN REMODEL
00010-1
TABLE OF CONTENTS
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15420 - DRAINAGE AND VENT PIPING
15430 - PLUMBING SPECIALITIES
15440 - PLUMBING FIXTURES
15462 - FUEL-FIRED WATER HEATERS
15496- NATURAL GAS PIPING
15780 - WALL MOUNTED PACKAGED HEAT PUMP UNITS
15853 - POWER AND GRAVITY VENTILATORS
15855 - DIFFUSERS, REGISTERS, GRILLES AND LOUVERS
15889 - RANGE HOOD SYSTEMS
15891 - METAL DUCTWORK
15910 - DUCT ACCESSORIES
15975 - CONTROL SYSTEMS EQUIPMENT
15985 - SEQUENCE OF OPERATION
15990 - TESTING, ADJUSTING, AND BALANCING
DIVISION 16 - ELECTRICAL - NOT USED
END OF TABLE OF CONTENTS
2511 / W T JOHNSON CENTER - KITCHEN REMODEL
00010 - 3
TABLE OF CONTENTS
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A1.0
P1.0
P2.0
M1.0
E1.1
SECTI.oN 00015
LIST OF DRAWINGS
C.oVER SHEET
PLANS AND WALL ELEVATI.oNS
PLUMBING FL.o.oR PLANS
PLUMBING SCHEDULE, NOTES & DETAILS
HVAC FLOOR PLANS
ELECTRICAL PLANS AND DETAILS
2511/ W T JOHNSON CENTER - KITCHEN REMODEL
END .oF LIST .oF DRAWINGS
00015-1
LIST OF DRAWINGS
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SECTION 02201
DEMOLITION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Interior building demolition.
B. Selective demolition of built site elements.
C. Removal of existing debris.
PART 3 EXECUTION
2.01 EXISTING BUILT ELEMENTS
A. Comply with applicable codes and regulations for demolition operations and safety of adjacent
structures and the public.
1. Obtain required permits,
2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed;
do not allow worker or public access within range of potential collapse of unstable structures.
3. Provide, erect, and maintain temporary barriers and security devices.
4. Conduct operations to minimize effects on and interference with adjacent structures and
occupants.
-5. Do not close or obstruct. roadways or sidewalks without permit.
6. Conduct operations to minimize obstruction of public and private entrances and exits; do not
obstruct required exits at any time; protect persons using entrances and exits from removal
operations.
7. Obtain written permission from owners of adjacent properties when demolition equipment will
traverse, infringe upon or limit access to their property.
2.02 DEBRIS
A. Remove debris, junk, and trash from site.
END OF SECTION
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02201 - 1
DEMOLITION
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SECTION 03356
CONCRETE FLOOR FINISHING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Finishing slabs on grade and monolithic floor slabs.
B. Surface treatment with concrete hardener, sealer, and slip resistant coatings.
1.02 RELATED SECTIONS
A. Section 03300.;. Cast-in-Place Concrete: Prepared concrete floors feady to receive finish.
B. Section. 03300. - .Cast-in-Place. Concrete: Control and formed expansion and contraction joints and
joint devices.
C. Section 03390 - Concrete Curing.
D. Section 07900 - Joint Sealers.
1.03 REFERENCES
A. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete Institute
International; 1999.
B. AC1302.1 R - Guide for Concrete Floor and Slab Construction; American Concrete Institute
International; 2004.
C. ASTM E 1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness
Numbers; 1996 (Reapproved 2001).
1 ,04 SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on concrete hardener, sealer, and slip resistant treatment,7 including
information on compatibility of different products and limitations.
C. Maintenance Data: Provide data on maintenance renewal of applied coatings.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301.
1. Maintain one copy on project site.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's sealed packaging, including application instructions.
1.07 PROJECT CONDITIONS
A. Coordinate the work with concrete floor placement and concrete floor curing.
PART 2 PRODUCTS
2.01 MANUFACTURERS.
A. Concrete Floor Finishes:
1. Substitutions: See Section 01600 - Product Requirements.
2.02 SLIP RESISTANT TREATMENT
A. Slip Resistant Finish: Aluminum oxide type,
color as selected from manufacturer's
2511/W T JOHNSON CENTER - KITCHEN REMODEL
03356 - 1
CONCRETE FLOOR FINISHING
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SECTION 04065
MORTAR AND MASONRY GROUT
PART1 GENERAL
1.01 SECTION INCLUDES
A. Mortar for masonry.
B. Grout for masonry.
1.02 RELATED SECTIONS
A. Section 04220 - Concrete Masonry Units.
B. Section 04730 - Simulated Stone.
C. Section 08110 - Steel Doors and Frames: Grouting steel door frames installed in masonry.
1.03 REFERENCES
A. ACI 530/ASCE 5fTMS 402 - Building Code Requirements For Masonry Structures; American
Concrete Institute International; 2002.
B. ACI 530.1/ASCE 6fTMS 602 - Specification for Masonry Structures; American Concrete Institute
International; 2002.
C. ASTM C. 5 - Standard Specification for Quicklime for Structural Purposes; 2003.
D. ASTM C 91 - Standard Specification for Masonry Cement; 2003a.
E. ASTM C 94/C 94M.- Standard Specification for Ready-Mixed Concrete; 2003a.
F. ASTM C 150 - Standard Specification for Portland Cement; 2002a.
G. ASTM C 207 -Standard Specification for Hydrated Lime for Masonry Purposes; 2004.
H. A$TM C 270 - Standard Specification for Mortar for Unit Masonry; 2003b.
I. ASTM C 404 - Standard Specification for Aggregates for Masonry Grout; 2003.
J. ASTM C 476 - Standard Specification for Grout for Masonry; 2002.
1.04 SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
B. Product Data: Include design mix and indicate whether the Proportion or Property specification of
ASTM C 270 is to be used. Also include required environmental conditions and admixture'limitations.
1.05 QUALITY ASSURANCE
A. Comply with provisions of ACI 530/ASCE 5fTMS 402 and ACI530.1/ASCE SrrMS 602, except where
. exceeded by requirements of the contract documents.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Maintain packaged materials clean, dry, and protected against dampness, freezing, and foreign
matter.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Maintain materials and surrounding air temperature to minimum 40 degrees F prior to, during, and 48
hours after completion of masonry work.
25111W T JOHNSON CENTER - KITCHEN REMODEL
04065 - 1
MORTAR AND MASONRY GROUT
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E. Remove excess mortar from grout spaces.
3.03 GROUTING
A. Use either high-lift or low-lift grouting techniques, at contractor's option, subject to other limitations of
contract documents.
END OF SECTION
25111 W T JOHNSON CENTER - KITCHEN REMODEL
04065 - 3
MORTAR AND MASONRY GROUT
SECTION 04210
BRICK MASONRY UNITS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Face brick.
1.02 RELATED SECTIONS
A. Section 04065 - Mortar and Masonry Grout.
B. Section 04082 - Cavity Wall Drainage System- Mortar Net.
C. Section 04210 - Concrete Masonry Units.
D. Section 07115 - Bituminous Dampproofing,
1.03 REFERENCES
A. ASTM C 216 - Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or
Shale); 2002.
1.04 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's catalog data, detail sheets, and specifications.
C. Selection Samples: For each product requiring color/texture selection, provide full size samples for
final selection.
1.05 SAMPLE WALL PANEL
A. Construct sample complete wall panel at location directed by Architect, and as follows:
1. Size: 4 feet by 4 feet.
2. Sample panel is to show workmanShip. bond, thickness, tooling of joints, color range of bricks.
Sample panel is also to include all elements of a typical wall section, to include flashing, weeps,
Mortar Net, vapor retarder, sheathing, metal studs, CMU, stucco, etc.
B. Obtain Virgo Gambill Architects's acceptance of sample panf31 before beginning construction
activities of this section.
C. Finish work shall match sample wall panel.
D. Do not remove sample panel until construction activities of this section have been completed and
removal of panel is directed by Virgo. Gambill Architects.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver produCts ofthis section'on pallets.withindividual}aces protected; keep dry.
B. Store glazed units in protected area or under cover on. level ground; keep dry. Do not double-stack
pallets.
PART 2 PRODUCTS
2.01 MANUFACTURERS
,
A. For the purpose of designating type and quality for products under this subdivision, materials
specified are based on products from Boral Bricks, Augusta, Georgia
B. Acceptable Manufacturers:
2511/WT JOHNSON CENTER - KITCHEN REMODEL
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BRICK MASONRY UNITS
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G. Using mortars specified in Section 04065, set units in accordance with requirements of sections
referenced in RELATED SECTIONS Article of PART 1 of this section,manufacturer's instructions,
and as follows:
1. Set units in continuous bed of setting mortar, with continuous mortar joint at head joints.
2. Install units level and plumb to within specified site tolerances; maintain uniform horizontal and
vertical joint widths.
3. Set scored-face units in stacked bond where aligned vertical joint appearance is required.
4. Strike and tool setting mortar to concave profile using SIB-inch diameter non-metallic tooling rod.
5. Tuck-point raked joints and scored joints in block at the same time. Point all joints, leaving no
scored joints open.
6. Remove excess mortar from surfaces at once, using clean, soft, damp rags. Do not allow
mortar to harden on sight-exposed surfaces.
H. Do not erect masonry. units when ambient temperature has dropped below 45 degrees (F). Do not
lay units with water film or frost on. surfaces.
I. Brick shall be wet before laying.
3.04 FIELD QUALITY CONTROL
A. Virgo Gambill Architects will observe appearance of installed units; installed masonry surfaces shall
be free of imperfections which detract from overall appearance when viewed from a distance of 5 feet
at 90 degrees normal to surface.
3.05 CLEANING
A. Clean installed masonry surfaces in accordance with manufacturer's instructions; do not clean units
with products not specified in manufacturer's instructions.
END OF SECTION
2511/ W T JOHNSON CENTER - KITCHEN REMODEL
04210 - 3
BRICK MASONRY UNITS
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SECTION 04220
CONCRETE MASONRY UNITS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete masonry units.
B. Reinforcement, anchorage, and accessories.
1.02 RELATED SECTIONS
A. Section 04065 -Mortar and Masonry Grout.
B. Section 07115 - Bituminous Dampproofing.
C. Section 07620 - Sheet Metal Flashing andTrim.
D. Section 07900 - Joint Sealers.
1.03 REFERENCES
. .
A. ASTM A 82 - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement; 1997a.
B. ASTM A 153/A 153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware;
2000.
C. ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet-Steel Bars .for Concrete
Reinforcement; 2001. ..
D. ASTM C 90 - Standard Specification for LoadbearingConcrete Masonry Units; 2001.
1.04 SUBMITTALS.
A. See Section 01300 - Administrative Requirements, for submittal procedures.
1.05 SAMPLE WALL PANEL
A. Construct sample complete wall panel at location directed by Architect, and as follows:
1. Size: 4 feet by 4 feet.
2. Sample panel is to show workmanship, bond, thickness, !90ling of joints, colofrange of bricks.
Sample panel is also to include all elements of a typical wall section, to include flashing, weeps,
Mortar Net, vapor retarder, sheathing, metal studs, CMU, stucco, etc.
B. Obtain Virgo Gambill Architects's acceptance of sample panel before beginning construction
activities of this section.
C. Finish work shall match sample wall panel.
D. Do not remove sample panel until construction activities of this section have been completed"and
removal of panel is directed by Virgo Gambill Architects.
1.06 DELIVERY, STOR!'GE, AND HANDLING
A. Deliver, handle, and store concrete masonry units by means that will prevent mechanical damage
and contamination by other materials. .
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Augusta Concrete Block Co.
2511 J W T JOHNSON CENTER - KITCHEN REMODEL
04220 - 1
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C. Concrete Masonry Units:
1. Bond: Running bond.
2. Coursing: One unit plus one horizontal joint equals 8 inches.
3. Mortar Joints: Concave.
3.03 LAYING MASONRY UNITS
A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work.
S. Lay hollow masonry units with face shell bedding on head and bed joints.
C. Remove excess mortar as work progresses. Pay particular attention to keep mortar droppings from
the airspace between the two masonry wythes to prevent damming up the cavity wall drainage.
D. Interlock intersections and external corners, except for units laid in stack bond.
E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be
made, remove mortar and replace.
F. Perform cutting of masonry units with proper tools to provide straight, clean, unchipped edges.
Prevent broken masonry unit corners or edges.
3.04 REINFORCEMENT AND ANCHORAGE
A. Install horizontal joint reinforcement 16 inches on center.
S. Place masonry joint reinforcement in first and second horizontal joints above and below openings.
Extend reinforcement a minimum of 16 inches beyond each side of opening.
C. Place continuous joint reinforcement in first and second joint below top of walls.
D. Place reinforcing bars as indicated on drawings. Support and secure bars from displacement;
maintain within 1/2 in of dimensioned position.
3.05. FLASHINGS
A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all
locations where downward flow of water will be interrupted.
1. Extend flashings full width at such interruptions and at least 4 inches into adjacent masonry or
turn up at least 4 inches to form watertight pan at non-masonry construction.
2. Remove or cover protrusions or sharp edges that could puncture flashings.
3. Seal lapped ends and penetrations of flashing before covering with mortar.
B. Extend metal flashings through exterior face of masonry and turn down 1/2" to form drip.
C. Lap endjoints of flashings at least 4 inches and seal watertight with mastic or elastic sealant.
3.06 ADJUSTING AND CLEANING
A. Remove excess mortar and mortar smears as work progresses; replace defective mortar with mortar
matching adjacent work.
B. Clean soiled surfaces with cleaning solution, using non-metallic tools.
END OF SECTION.
2511/ W T JOHNSON CENTER - KITCHEN REMODEL
04220 - 3
CONCRETE MASONRY UNITS
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SECTION 04815
CAVITY WALLS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Concrete Block.
B. Clay Facing Brick.
C. Reinforcement and Anchorage.
1.02 RELATED SECTIONS
A. Section 04065- Mortar and Masonry Grout.
1.03 SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide .data for masonry units, fabricated wire reinforcement, and mortar.
C. Samples: Submit four samples of decorative block units to illustrate color, texture, and extremes of
color range.
D. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.
1.04 QUALITY ASSURANCE
A. Comply with provisions of ACI 530/ASCE 5/TMS 402 and ACI 530.1/ASCE 6/TMS 602, except where
exceeded by requirementsof the contract documents.
1. Maintain one copy of each document on project site.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and
contamination by other materials.
1.06 ENVIRONMENTAL. REQUIREMENTS
A. Cold and Hot Weather Requirements: Comply with requirements of ACI 530.1/ASCE 6/TMS602 or
applicable building code, whichever is more stringent.
B. Maintain materials and surrounding air temperature to minimum 40 degrees F prior to, during, and 48
hours after completion of masonry work.
C. Cold Weather Requirements: Comply with recommendations of IMIAWC (CW).
D. Maintain materials and surrounding air temperature to maximum 90 degrees F prior to, during, and 48
hours after completion of masonry work.
E. Hot Weather Requirements: Comply with IMIAWC (HW).
PART 2 PRODUCTS
2.01 CONCRETE MASONRY UNITS
A. Concrete Block: Comply with referenced standards and as follows:
1. Size: Standard units with nominal face dimensions of 16 x 8 inches and nominal depth of 8.
2. Load-Bearing Units: ASTM C 90, normal weight.
a. Hollow block, as indicated.
b. Exposed faces: Manufacturer's standard color and texture where indicated.
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04815 -1
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F. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be
made, remove mortar and replace.
G. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped
edges. Prevent broken masonry unit corners or edges.
H. Cut mortar joints flush where wall tile is scheduled or resilient base is scheduled.
I. Isolate masonry partitions from vertical structural framing members with a control joint as indicated.
J. Isolate top joint of masonry partitions from horizontal structural framing members and slabs or decks
with compressible joint filler.
3.04 WEEPS/CAVITY VENTS
A Install weeps in cavity walls at 24 inches on center horizontally above through-wall flashing.
B. Install cavity vents in cavity walls at 32 inches on center horizontally below shelfangles and lintels
and at top of walls.
3.05 CAVITY WALL CONSTRUCTION
A. Do not permit mortar to drop or accumulate into cavity air space or to plug weep/cavity vents.
B. Install cavity mortar diverter at base of cavity as recommended by manufacturer to prevent mortar
droppings from blocking weep/cavity vents.
C. Build inner wythe ahead of outer wythe to receive accessories.
3.06 REINFORCEMENT AND ANCHORAGES -CAVITY WALL MASONRY
A. Install horizontal joint reinforcement 16 inches on center.
B. Place masonry joint reinforcement in first and second horizontal joints above and below openings.
Extend minimum 16 inches each side of openings.
C. Place continuous joint reinforcement in first and second joint below top of walls.
D. Lap joint reinforcement ends minimum 6 inches.
E. Fasten anchors to structural framing and embed in masonry joints as masonry is laid. Space
anchors at maximum of 24 inches horizontally and 24 inches vertically.
F. Reinforce stack bonded unit joint corners and intersections with strap anchors 16 inches on center.
3.07 MASONRY FLASHINGS
A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all
locations where downward flow of water will be interrupted.
1. Extend flashings full width at such interruptions and at least 4 inches into adjacent masonry or
turn up at least 4 inches to form watertight pan at non-masonry construction.
2. Remove or cover protrusions or sharp edges that could puncture flashings.
3. Seal lapped ends and penetrations of flashing before covering with mortar.
B. Extend metal flashings to within 1/4 inch of exterior face of masonry.
C. Extend plastic flashings to within 1/4 inch of exterior face of masonry.
D. Lap end joints of flashings at least 4 inches and seal watertight with mastic or elastic sealant.
3.08 BUILT-IN WORK
A. As work progresses, install built-in metal door frames and other items to be built into the work and
furnished under other sections.
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SECTION 06200
FINISH CARPENTRY
PART1 GENERAL
1 ~01 . SECTION INCLUDES
A Finish carpentry items.
1.02 RELATED SECTIONS
A Section 08211 - Flush Wood Doors.
B. Section 09900 - Paints and Coatings: Painting and finishing of finish carpentry items:
1.03 REFERENCES
A. AHA A 135.4 - Basic Hardboard; American Hardboard Association; 2004.
B. ANSI A208.1 - American National Standard for Particleboard; 1999.
C. AWIIAWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork
Institute and Architectural.Woodwork Manufacturers Association of . Canada;. 2003.
D. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; Hardwood Plywood.
& Veneer Association; 2004.
. .
E. PS 1 -Construction and Industrial Plywood; National Institute of Standards and Technology
(Department of Commerce); 1995.
F. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology
(Department of Commerce); 1999.
G. WDMA NWWDA I.S.4 - Water-Repellent Preservative Non-Pressure Treatment for Millwork; National
Wood Window and Door Association; 2000. . .
1.04 QUALITY ASSURANCE
A. Perform work in accordance with AWl Architectural Woodwork Quality Standards Illustrated, Custom
grade.
1.05 DELIVERY, STORAGE, AND PROTECTION
A. Protect work from moisture damage.
1.06 PROJECT CONDITIONS
A. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.
B. Coordinate the work with plumbing rough-in, electrical rough-in, and installation of associated,and
adjacent components. .
PART 2 PRODUCTS
2.01 WOOD-BASED COMPONENTS
A. Wood fabricated from old growth timber is not permitted.
2.02 LUMBER MATERIALS
A. Softwood Lumber: Pine species, maximum moisture content of 6 percent; with vertical grain,of
quality suitable for transparent finish.
B. Hardwood Lumber: Birch species, maximum moisture content of 6 percent; with vertical grain, of
2511/W T JOHNSON CENTER - KITCHEN REMODEL
. 06200 - 1
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SECTION 07900
JOINT SEALERS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Sealants and Jointb,acking.
B. Precompressed foam se.alers.
1.02 RELATED SECTIONS
A. Section 09900: Sealants required in conjunction with painting;
.1.03 REFERENCES
A. . ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 2002.
B. ASTM C 1193 - Standard Guide for Use of Joint Sealants; 2000.
C. BAAQMD 8-51 - Bay Area Air Quality Management District Regulation 8, Rule 51, Adhesive and
SealarifJ?rodl!cts; www.2434Y current edition.
. D. . SCAQMD 1168 - South Coast Air Quality rylanagement District Rule No.1168; currentedition;
www.aqmd.gov.
1.04 SUBMITTALS
A. See Section 01300 ~ Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria,
substrate preparation, limitations, and color availability.
C. Manufacturer's Installation Instructions: Indicate special procedures.
1.05 ENVIRONMENTAL REQUIREMENTS
A. Maintain temperature and humidity recommendedby the sealntmanufacturer during and after
installation. - -
1.06 WARRANTY
A. See Section 01780.:- Closeout Submittals,. for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal,
exhibit loss of adhesion or cohesion,.or do notcure.
PART 2 PRODUCTS
2.01 SEALANTS
A. Sealants and Primers - General: Provide only products having lowervolatile organic compound
(VOC) content than required by the more stringent of the South Coast Air Quality Management
DistrictHuleNo.1168 and the..Bay Area Air Quality ManagementDistrict Regulation 8, Rule 51.
B. Type Two -Acrylic Sealant: ASTM C 920, Grade NS, Class 12-1/2, Uses NT, M, A, 0; single
component, solvent curing, non-staining, non-bleeding, non-sagging.
1. Color: Standard colors matching finished surfaces.
2. . Movement Capability: Plus and minus 12-1/2 percent.
3. Service Temperature Range: -13 to 180 degrees F.
2511/W T JOHNSON CENTER. KITCHEN REMODEL
07900 - 1
JOINT SEALERS
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3.04 CLEANING
A. Clean adjacent soiled surfaces.
3,05 PROTECTION OF FINISHED WORK
A. Protect sealants until cured.
3.06 SCHEDULE
A. Exterior Joints for Which No Other Sealant Type is Indicated: Type Three.
B. Control, Expansion, and Soft Joints in Masonry, and Between Masonry and AdjacentWork: Type
One.
C. Lap Joints in Exterior Sheet Metal Work: Type Three.
D. Butt Joints in Exterior Metal Work and Siding: Type Three.
E. Joints Between Exterior Metal Frames and Adjacent Work: Type Three.
F. Under Exterior Door Thresholds: Type Three.
G. Interior Joints for Which No Other Sealant is Indicated: Type Two; Match adjacent material colors.
H. Joints Between Plumbing Fixtures and Walls and Floors, and Between Countertops and Walls: Type
Three.
END OF SECTION
2511/ W T JOHNSON CENTER. KITCHEN REMODEL
07900 - 3
JOINT SEALERS
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SECTION 08110
STEEL FRAMES
PART1 GENERAL
3.01 SECTION INCLUDES
A. Steel frames for wood doors.
. B. Fire-rated steel frames.
C. Accessories, including glazing, louvers, and matching panels.
3.02 .. RELATED 'SECTIONS
A. Section 08710 - Door Hardware.
. B. Section 08800.-Glazing: Glass for doors and borrowed lites.
C. Section 09900 - Paints and Coatings: Field painting.
3.03 SUBMITTALS
A. See Section Q1300 -AdministrativeRequirements for submittal procedures.
B. Shop Drawings: Details of each opening, showing handing, elevations, glazing, fralTieprofile~, and
identifying location of different finishes, if any.
3.04 QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacturing the. products specified
minimum ten years documented experience.
B. Maintain at the project site a copy of all reference standards dealing with installation.
3.05 DELIVERY; STORAGE, AND PROTECTION
A. Store in accordance with NAAMM HMMA 840.
B. Protect with resilient packaging; avoid humidity. build-up under coverings; prevent corrosion.
PART2 PRODUCTS
4.01 MANUFACTURERS
with
A. Steel Frames:
1. Ceco Door Products: www.cecodoor.com.
2. Republic Builders Products: www.republicdoor.com.
3. Steel craft: , www.steelcraftcom.
4. Benchmark: www.benchmarkdoors.com.
4.02 FRAMES
. A. Requirements for All Frames:
1. Accessibility: Comply with ANSI/ICC A 117.1.
2. Door Top Closures: Flush with top of faces and edges.
3. Door Edge Profile: Beveled on both edges.
4. Door Texture: Smooth faces.
5. - Hardware Preparation: In accordance with DHI A 115 Series, with reinforcement welded in place,
2511/W T JOHNSON CENTER. KITCHEN REMODEL
08110 - 1
STEEL FRAMES
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D. Grout frames in masonry construction, using hand trowel methods; brace frames so that pressure of
groLit before setting will not defonil frames.
E. Coordinate installation of hardware.
F. Coordinate installation of glazing.
G. Touch up damaged factory finishes.
.5.04 ..ERECTION TOLERANCES
II
A. Clearances Between Door and Frame: As specified in ANSI A250.8.
B. Maximum Diagonal Distortion: 1/16 in measured with straight edge, comer to corner.
5.05 ADJUSTING
A. Adjust for smooth and balanced door movement.
5.06 SCHEDULE
A. Refer to Door and Frame Schedule on the drawings.
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END OF SECTION
2511/ W T JOHNSON CENTER. KITCHEN REMODEL
0811 0 - 3
STEEL FRAMES
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SECTION 08211
FLUSH WOOD DOORS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Flush wood doors; flush configuration; fire rated and non-rated.
1.02 RELATED SECTIONS.
A. Section 06100 - Rough Carpentry.
B. Section 08110 - Steel Frames.
C. Section 08710 - Door Hardware.
D. Section 08800 - Glazing.
E. Section 09900 - Paints and Coatings: Site finishing of doors.
1.03 REFERENCES
A. AHA A 135.4 - Basic Hardboard; American Hardboard Association; 2004.
. B. AWIIAWMAC (QSI) Y Standards Illustrated; Architectural Woodwork
Institute and Architectural Woodwork Manufacturers Association of Canada; 2003.
C.
D.
E.
F.
G.
H.
ICC (IBC) - Intemational Building Code; 2003.
ITS (DIR) - Directory of Listed Products; IntertekTestingServicesNA, Inc.; current edition.
NFPA 80 - Standard for Fire Doors and FireWiridows; National Fire Protection Association; 1999.
UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.
UL 10B - Standard for Fire Tests of Door Assemblies; 1997.
edition.
WDMA NWWDA I.S.1-A - Architectural Wood Flush Doors; Window and Door Manufacturers
Association (formerly NWWDA); 2004.
1.04 SUBMITTALS
A. See Section 01300 - Administrative Requirements for submittal procedures.
B. Product Data: Indicate door core 'materials and construction; veneer species, type and
characteristics.
C. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, undercuts required,
special beveling, special blocking for hardware, factory machining. criteria, factory finishing criteria,
identify cutouts for glazing and louvers.
1.05 QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacturing the products specified in this section with
minimum ten years of documented experience.
B, Installed Fire Rated Door and Transom Panel Assembly: Conform to NFPA 80 for fire rated class as
indicated.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Do not deliver doors to project site until building is "dried in"and doors can be stored in an area
where no possibilty exists that stored doors could be exposed to the weathec
2511/ W T JOHNSON CENTER - KITCHEN REMODEL
08211 - 1
FLUSH WOOD DOORS
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2.05 ACCESSORIES
A. Metal Louvers: See mechanical drawings and specifications.
2.06 DOOR CONSTRUCTION
A. Fabricate doors in accordance with door quality standard specified.
B. Provide solid blocks at lock edge for hardware reinforcement.
1. Provide solid blocking for other throughbolted hardware.
C. Vertical Exposed Edge of Stiles - Veneer Faces: Of same species as veneer facing.
D. Fit door edge trim to edge of stiles after applying veneer facing.
E. Factory machine doors for hardware other than surface-mounted hardware, in accordance with
hardware requirements and dimensions.
F. Factory fit doors for frame opening dimensions identified on shop drawings.
G. Provide edge clearances in accordance with AWl Quality Standards Illustrated Section 1700.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
C. Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or alignment.
3.02 INSTALLATION
A. Install doorsin accordance with manufacturer's instructions and specified quality standard.
1. Install fire-rated doors in accordance with NFPA 80 requirements.
B. Trim non-rated door width by cutting equally on both jamb edges.
C. Trim door height by cutting bottom edges to a .maximum of 3/4 inch (19 mm).
1. Trim fire door height.at bottom edge only, in accordance with fire rating requirements.
D. Use machine tools to cut or drill for hardware.
E. Coordinate installation of doors with installation of frames and hardware.
3.03 INSTALLATI.ON TOLERANCES
A. Conform to specified quality standard for fit and clearance tolerances.
B. Conform to specified quality standard for maximum diagonal distortion.
C. Maximum Vertical Distortion (Bow): 1/8 inch measured with straight edge or taut string, top to
bottom, over an imaginary 36 by 84 inches surface area.
D. Maximum Width Distortion (Cup): 1/8 inch measured with straight edge or taut string, edge to edge,
over an imaginary 36 by 84 inches surface area.
3.04 ADJUSTING
A. Adjust doors for smooth and balanced door movement.
B. Adjust closers for full closure.
END OF SECTION
2511 f W T JOHNSON CENTER - KITCHEN REMODEL
08211 - 3
FLUSH WOOD DOORS
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SECTION 08710
DOOR HARDWARE
PART1 GENERAL
1.01 SECTION INCLUDES
A. Hardware for wood doors.
B. Hardware for fire-rated doors.
C. Thresholds.
1 :02 RELATED SECTIONS
A. . Section 08110 - Steel Frames.
B. Section 08211 -Flush Wood Doors.
1.03 REFERENCES
A. Chapter 120-3-20, Georgia AccessibilityCode for Buildings and Facilities.
B. ANSI/ICC A 117.1 - AmericanNational Standard for Accessible and Usable Buildings and Facilities;
International Code Council; 1998.
C. BHMAA 156.1 - American National Standard for Butts and Hinges; Builders Hardware Manufacturers
AssoCiation, Inc.; 2000 (ANSI/BHMA A156.1).
1.04 SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
8. Shop Drawings: .
1. Indicate locations and mounting heights of each type of hardware andschedules[<>].
a. Indicate catalog cutsheets for each product.
C. Project Record Documents: Record actual locations of concealed equipment; services, and conduit.
D. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection
procedures related to preventative maintenance.
E. Keys: Deliver with identifying tags to AUGUSTA HOUSING AND ECONOMIC DEVELOPMENT by
security shipment direct from hardware supplier.
F. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in AUGUSTA
HOUSING AND ECONOMIC DEVELOPMENT's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this
section with minimum ten years of documented experience.
B. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with
ten years of experience.
C. Hardware Supplier Personnel: Employ an Architectural Hardware Consultant (AHC) to. assist in the
work ofthis section.
,0
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Package hardware items individually; label and identify each package with door opening code to
match hardware schedule.
2511/ W T JOHNSON CENTER. KITCHEN REMODEL
08710 - 1
DOOR HARDWARE
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C. Install hardware on fire-rated doors and frames in accordance with code and NFPA 80.
D. Mounting heights for hardware from finished floor to center line of hardware item:
1. For steel doors and frames: Comply with DHI"Recommended Locations for Architectural
Hardware for Steel Doors and Frames."
2. For wood doors: Comply with DHI"Recommended Locations for Architectural Hardware for
Wood Flush Doors."
3.04 FIELD QUALITY CONTROL
A. Provide an Architectural Hardware Consultant to inspect installation and certify that h~rdware and
installation has been furnished and installed in accordance with manufacturer's instructions and as
specified.
3.05 ADJUSTING
A. Adjust hardware in accordance with manufacturer's instructions to ensure correct and smooth
operation.
3.06 PROTECTION OF FINISHED WORK
A. Do not permit adjacent work to damage hardware or finish.
3.07 HARDWARE SCHEDULE
A. See section 01210 for allowance.
2511/ W T JOHNSON CENTER - KITCHEN REMODEL
08710 - 3
DOOR HARDWARE
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SECTION 08800
GLAZING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Glass.
B. Glazing compounds and accessories.
1.02 RELA TED SECTIONS
A. Section 07900 - Joint Sealers: Sealant and back-up material.
B. Section 08110 - Steel Frames.
C. Section 08211 - Flush Wood Doors: Glazed doors.
1.03 PERFORMANCE REQUIREMENTS
A. Provide glass and glazing materials for continuity of building enclosure vapor: retarder and air barrier:
1. In conjunction with materials described elsewhere in these specifications.
2. To utilize the inner pane of multiple pane sealed units for the continuity ofthe air barrier and
vapor retarder seal.
3. To maintain a continuous air barrier and the glazed assembly from
glass,paneJo.heel bead of glazing sealant.
B. Select type and thickness of exterior glass to withstand dead loads and wind loads acting normal to
plane of glass at design pressures calculated in accordance with ASCE 7.
1. Use the procedure specified in ASTM E 1300 to determine glass type and thickness.
2. Limit glass deflection to 1/200 or flexure limit of glass, whichever is less, with full recovery of
glazing materials.
3. Thicknesses listed are minimum.
1.04 SUBMITTALS
A. See Section 01300 -Administrative Requirements, for submittal procedures.
B. Product Data on Glass Types: Provide structural, physical and environmental characteristics, size
limitations, special handling orinstaliation requirements.
C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental
characteristics, limitations, special application requirements. .Identify available colors.
D. Samples: Submit two samples 12 x 12 inch in size of glass units, showing coloration and design.
E. Samples: Submit12 inch long bead of glazing sealant, color as selected.
F. Certificates: Certify that products meet or exceed specified requirements.
G. Manufacturer's Certificate: Certify that all glass meets or exceeds specified requirements.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with GANA Glazing Manual and FGMA Sealant Manual for glazing
installation methods.
B. Installer Qualifications: Company specializing in performing the work of this section with minimum 10
years documented experience.
1.06 ENVIRONMENTAL REQUIREMENTS
2511/WT JOHNSON CENTER - KITCHEN REMODEL
08800 - 1
GLAZING
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PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that openings for glazing are correctly sized and within tolerance.
B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede
moisture movement, weeps are clear, and ready to receive glazing.
3.02 PREP ARA TION
A. Clean contact surfaces with solvent and wipe dry.
B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.
C. Prime surfaces scheduled to receive sealant.
D. Install sealant in accordance with manufacturer's instructions.
3.03 INSTALLATION
A. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.
B. Rest glazing on setting blocks and push against fixed stop with sufficient pressure on gasket to attain
full contact.
C. Install removable stops without displacing glazing gasket; exert pressure for full continuous contact.
3.04 CLEANING
A. Remove glazing materials from finish surfaces.
B. Remove labels after Work is complete.
C. Clean glass and adjacent surfaces.
3.05 PROTECTION OF FINISHED WORK
A. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark heat
absorbing or reflective glass units.
3.06 SCHEDULE
A. See Window and Door Schedules on drawings
END OF SECTION
2511/ W T JOHNSON CENTER. KITCHEN REMODEL
08800 ~ 3
GLAZING
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SECTION 09511
SUSPENDED ACOUSTICAL CEILINGS
PART1 GENERAL
1.01 SECTION INCLUDES
. A. Suspended metal grid ceiling system.
B. Acoustical ceiling tile units.
1.02 REFERENCES
A.. ASTM C 636 ~ Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical
Tile and Lay-in Panels; 2003.
B. ASTM E 1264 - Standard Classification for Acoustical Ceiling Products; 1998.
C. UL (FRO) - Fire Resistance Directory; Underwriters La~oratories Inc.; current edition.
1.03 SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate grid layout and related dimensioning.
C. Product Data: Provide data on suspension system components.
D.Samples: Submit two samples 6 x 6 inch in size illustrating material and finish of acoustical ceiling
tile units.
E. Samples: Submittwo samples each, 12 inches long, of suspension system main runner.
1.04 QUALITY ASSURANCE
A. Suspension System Manufacturer Qualifications: Company specializing in manufacturing the
products specified in this section with minimum ten years documented experience.
B. Acoustical Ceiling Tile Unit Manufacturer Qualifications: Company specializing in manufacturing the
products specified in this section with minimum ten years documented experience.
1.05 ENVIRONMENTAL REQUIREMENTS
A. Maintain uniform temperature of minimum 60 degrees F, and maximum humidityof 40 percent prior
to, during, and after acoustical unit installation.
B. The building shall be enclosed, the air conditioning system shall be operating, with proper filters in
place, and the proper temperature and humidity conditions shall be stabilized before, during, and
following installation until Substantial Completion. Building areas to receive ceilings shall be free of
construction dust and debris.
1.06 PROJECT CONDITIONS
A. Sequence work to ensure acoustical ceilings are not installed until building is enclosed:' sufficient
heat is provided, dust generating activities have terminated, .and overhead work is completed, tested,
and approved.
B. Install acoustical ceiling tile units after interior wet work is drY.
c. Coordinate acoustical ceiling work with installers of related work including, but not necessarily limited
to, building insulation, gypsum drywall, mechanical systems, and'electrical systems.
1.07 WARRANTY
2511/W T JOHNSON CENTER. KITCHEN REMODEL
09511 - 1
SUSPENDED ACOUSTICAL CEILINGS
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A. Support Channels, Hangers and Perimeter Moldings: Match the materials of the type suspension
system.
B. Touch-up Paint: Type and color to match acoustical and grid units:
PART 3 EXECUTION
3.01 EXAMINA TION
A. Verify existing conditions before starting work.
B. Verify that layout of hangers will not interfere with other work.
3.02 INSTALLATION - SUSPENSION SYSTEM
A. Install suspension system in accordance with ASTM C 636 and manufacturer's instructions and as
supplemented in this section.
B. Rigidly secure system, including integral mechanical and electrical components, for maximum
deflection of 1 :360.
C. Layout system to a balanced grid design with edge units no less than 50 percent of acoustical unit
size.
D. Install after major above-ceiling work is complete. Coordinate the location of hangers with other work.
E. Hang suspension system independent of walls, columns, ducts, pipes and conduit. Where carrying
members are spliced, avoid visible displacement of face plane of adjacent members.
F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest
affected hangers and related carrying channels to span the extra distance.
G. Do not support components on main runners or cross runners if weight causes total dead load to
exceed deflection capability.
H. Support fixture loads using supplementary hangers located within 6 inches of each corner, or support
components independently.
I. Do not eccentrically load system or induce rotation of runners.
J. Perimeter Molding: Install at intersection of ceiling and vertical surfaces and at junctions with other
interruptions. .:::;< '1,' :
1. Use longest practical lengths.
2. Overlap and rivet corners.
3.03 INSTALLATION - ACOUSTICAL CEILING TILE UNITS
A. Install acoustical ceiling tile units in accordance with manufacturer's instructions.
B. Fit acoustical ceiling tile units in place, free from damaged edges or other defects detrimental to
appearance and function.
C. Fit border trim neatly against abutting surfaces.
D. Install units. after above-ceiling work is complete.
E. Install acoustical ceiling tile units level, in uniform plane, and free from twist, warp, and dents.
F. Cutting acoustical ceiling tile units:
1. Cut to fit irregular grid and perimeter edge trim.
2. Make field cut edges of same profile as factory edges.
3. Double cut and field paint exposed reveal edges.
G. Install hold-down clips on each panel to retain panels tight to grid system; comply with fire rating
2511/W T JOHNSON CENTER. KITCHEN REMODEL
09511 - 3
SUSPENDED ACOUSTICAL CEILINGS
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SECTION 09650
RESILIENT FLOORING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Resilient tile flooring.
B. Resilient base.
C. Installation accessories.
1.02 REFERENCES
A. ASTM E 648 - Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a
Radiant Heat Energy Source; 2003.
B. ASTM F 710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2003.
C. ASTM F 1066 - Standard Specification for Vinyl Composition Floor Tile; 1999.
D. ASTM F 1861 - Standard Specification for Resilient Wall Base; 2002:
E. NFPA 253 - Standard Method of Test for Critical Radiant Flux of Floor Covering SYstems Using a
Radiant Source; National Fire Protection Association; 2000.
1.03 SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on specified products, describing physical and performance
characteristics; including sizes, patterns and colors available; and. installation instructions.
C. Selection Samples: . Submit manufacturer's complete set of color samples for Virgo Gambill
Architects's initial selection.
D. Verification Samples: Submit two samples, two x two inch in sie illustrating color and pattern for
each resilient flooring product specified.
E. Maintenance Data: Include maintenance procedures, recommended maintenance materials, and
suggested schedule for cleaning, stripping, and re-waxing.
1.04 DELIVERY, STORAGE, AND PROTECTION
A. Protect roll materials from damage by storing on end.
1.05 ENVIRONMENTAL REQUIREMENTS
A. Maintain temperature in storage area between 55 degrees F and 90 degrees F.
PART 2 PRODUCTS
2.01 MANUFAC1JUIlBRS
A. Approved Manufacturers for vinyl composition tile flooring:
1. Congoleum by the Mohawk Group: 478-290-6325; ross~beasley@mohawkind.com.
2. Armstrong World Industries, Inc: www.armstrong.com/commflooringna.
3. Azrock Integrated Commercial Flooring by DOMCO: www.domco.com
4. Tarkett, Inc: www.tarkettna.com/comm.htm
B. Approved Manufacturer for vinyl base:
1. Johnsonite, Inc: www.johnsonite.com.
. 2511/W T JOHNSON CENTER. KITCHEN REMODEL
09650 - 1
RESILIENT FLOORING
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B. Verify that concrete sub-floor surfaces are ready for resilient flooring installation by testing for
moisture emission rate and alkalinity in accordance with ASTM F 710; obtain instructions if test
results are not within limits recommended by resilient flooring manufacturer and adhesive materials
manufacturer.
C. Verify tbat required floor-mounted utilities are in correct location.
3.02 PREPARATION
A. Remove substrate ridges and bumps. Fill minor low spots, cracks, joints, holes, and other defects
with sub-floor filler to achieve smooth, flat, hard surface.
B. Prohibit traffic until filler is cured.
C. Clean substrate.
D. Apply primer as required to prevent "bleed-through" or interference with adhesion by substances that
cannot be removed.
3.03 INSTALLATION -TILE FLOORING
A. Install in accordance with manufacturer's instructions.
B. Mix tile from at least four containers together to ensure shade variations are consistent when tile is
placed.
C. Spread only enough adhesive to permit installation of materials before initial set.
D. Set flooring in place, press with heavy roller to attain full adhesion.
E. Lay flooring with joints and seams parallel to building lines to produce symmetrical tile pattern.
F. Where floor finishes are different on opposite sides of door, terminate flooring under centerline of
door.
G. Install edge strips at unprotected or exposed edges, where flooring terminates, and where indicated.
Secure metal strips before installation of flooring with stainless steel screws.
H. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight
joints.
I. Install flooring in recessed floor access covers. Mairitain floor pattern.
J. At movable partitions, install flooring under partitions without interrupting floor pattern.
K. Install feature strips and floor markings where indicated. Fit joints tightly.
3.04 INSTALLATION - BASE
A. Fit joints tightly and make vertical. Cover the lenght of a wall with one piece of base if possible.
Maintain minimum dimension of 48 inches between joints.
B. Install base on solid backing. Bond tightly to wall and floor surfaces.
C. Scribe and fit to door frames and other interruptions. ..
3.05 CLEANING
A. Remove excess adhesive from floor, base, and wall surfaces without damage.
B. Clean, seal, and wax resilient flooring products in accordance with manufacturer's instructions.
3.06 PROTECTION OF FINISHED WORK
A. Prohibit traffic on resilient flOOring for 48 hours after installation.
2511/WT JOHNSON CENTER- KITCHEN REMODEL
09650 - 3
RESILIENT FLOORING
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SECTION 09900
PAINTS AND COATINGS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints, stains, varnishes, and other coatings~
1.02 REFERENCES
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural
Coatings; U.S. Environmental Protection Agency; current edition.
B. ASTM D 16 -Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2003.
C. ASTM D 4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and
Wood-Base Materials; 1992 (Reapproved 2003).
D. NACE (IMP) - Industrial Maintenance Painting; NACE International.
E. SSPC (PM1) - Good Painting Practice: SSPC Painting Manual, Vol. 1; Society for Protective
Coatings; Fourth Edition.
Section 01300 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on all finishing products, including VOC content.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this
section with minimum ten years documented experience.
B. Provide the "Best Grade" or "First Line" of the various types of coatings as regularly manufactured
by approved paint materials manufacturers. Materials not displaying the manufacturer's identification
as such will not be acceptable.
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame and smoke rating requirements for products and finishes.
.1.06 DELIVERY, STORAGE, AND PROTECTION
A. Deliver products to site in manufacturer's sealed and labeled containers; inspect to verify
acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code,
coverage,'surfacepreparation, drying time, cleanup requirements, color designation, and instructions
for mixing and reducing: ..
C. No materials other than types specified or,approved below may be delivered to the project site. All
unapproved materials shall be removed from project site,
D. Paint Materials: Store at minimum ambient temperature of 45 degrees. F and a maximum of 90
degrees F, in ventilated area, and as required by manufacturer's instructions.
1.07 ENVIRONMENTAL REQUIREMENTS
A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges
2511/ W T JOHNSON CENTER - KITCHEN REMODEL
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B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3,01 EXAMINATION
A. Verify that surfaces are ready to receive Work as instructed~y the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report in writing any
condition that may potentially affect proper application.
C. The commencing of work, or the absence of the notification in writing, shall be construed as
acceptance ofJhe surfaces, by the painting subcontractor. It shall be the responsibility of the painting
sUbcontractor,theni to correct the defects appearing in the painting work thereafter.
D. Test shop-applied primer for compatibility with subsequent cover materials.
3.02' PREPARATION
A. Surface Appurtenances: Remove electrical plates prior to preparing surfaces or finishing, Remove or
mask hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing.
B. Surfaces: Correct defects and clean surfaces which.affectwork,ofthis section. Remove or repair
existing coatings that exhibit surface defects.
C. Marks: Seal with shellac those which may bleed through surfacefjni,~hes.
D. Impervious Surfaces: Remove mildew by scrubbing with solution of tetra-sodium phosphate and
bleach. Rinse with clean water and allow surface to dry.
E. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt; loosemortar,scale:'.saft or alkali
powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate;
rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution
of sodium m~tasilicate after thoroughly,wetting with water. Allow to dry.
F. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with latex
patching plaster.. Make smooth and flush with. adjacent surfaces.;; Wash1andneutralize'high'alkali
surfaces.
G. Asphalt, Creosote, or Bituminous 'Surfaces to be Paihted: Remove. foreign particles tc{permit
adhesion of finishing materials. Apply latex bas!?d sealer or primer.
H. Concrete Floors to be Painted: Remove contamination, acid etch, and rinse floorswith clear water.
Verify required acid-alkali balance is achieved. Allow to dry.
I. Aluminum Surfaces to be Painted: Remove surface contamination by steam or high pressure water.
{-'- .
Remove oxidation with acid etch and solvent washing. Apply etching primer immediately following
cleaning.
J. Galvanized Surfaces to be'Painted: Remove surface contamination and oils and wash with solvent.
Apply coat of etching primer.
K. Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and
rust. Where heavy coatings of scale are evident, remove by hand wire brushing or sandblasting;
clean by washing with solvent. Apply a treatment of phosphoric acid'solution, ensuring weld joints,
bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs.
L. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and
rust. . Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime
bare steel surfaces. Re-prime entire shop-primed item.
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PROJECT.
B. Do Not Paint or Finish the Following Items:
1. Items fully factory-finished unless specifically noted.
2. Fire rating labels, equipment serial number and capacity labels.
C. Paint the surfaces described below under Paint Systems Schedule.
D. Mechanical and Electrical: Use paint systems defined for the substrates to be finished.
1. Paint all insulated and exposed pipes occurring in finished areas to match background surfaces,
unless otherwise indicated.
2. Paint shop-primed items occurring in finished areas:
3. Paint interior surfaces of air ducts and convector and baseboard heating cabinets that are visible
through grilles and louvers with one coat of flat black paint to visible surfaces.,
4; Paint dampers exposed behind louvers, grilles, and convector and baseboard cabinets to match
'face panels.
E. Paint both sides and edges of plywood backboards for electrical and telephone equipment before
installing equipment.
3.07 PAINT SYSTEMS SCHEDULE
A. EXTERIOR:
SURFACE:
Wood"Painted
Cementitious Deck
Concrete Block
PRIMER: (NO. COATS)
ICI #2110 Ultra-Hide Durus
Durus Exterior Alkyd
ICI #2000 Dulux Professional
100 Acrylic Latex Primer .
ICI #3100 Ultra-Hide_ Gripper
Interior IExterior Acrylic
Blockaid Filler
Plaster Stucco
Concrete and Cement ICI #2200 Dulux Professional
100% Acrylic-Latex Primer
Ferrous Metals
Galvanized Metal,
Sheet Metal
2511/W T JOHNSON CENTER - KITCHEN REMODEL
ICI #4130 Devishield Rust
Penetrating Metal Primer
ICI #4120 Devguard All Purpose
Metal & Galvanized Primer
ICI #4120 Devgaurd All Purpose
09900 - 5
FINISH: (NO. COATS)
ICI #2200 Oulux Professional
Exterior 100% Acrylic Flat
Finish
ICI #2200 Dulux Professional
. Exterior 100% Acrylic Flat
Finish
ICI #2200 Dulux Professional
Exterior 100% Acrylic Flat
Finish
ICI #2200 Dulux Professional
Exterior 1 00% Acrylic Flat
ICI #4308 Devguard Alkyd
Industrial Gloss Enamel
ICI #4308 Oevguard Painted
Alkyd Industrial Gloss
Enamel
ICI #4308 Devguard Alkyd
PAINTS AND COATINGS
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SECTION 11400
FOOD SERVICE EQUIPMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Peed service equipment.
B. Connections to utilities.
1.02 RELATED SECTIONS
A. Section 07900 - Joint Sealers.
1.03 SUBMITTALS
A. See Section 01300 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on appliances; indicate configuration, sizes, materials,' finishes,
locations, and utility service connection . locations, seniicecharacteristics, and wiring diagrams.
C. Manufacturer's Installation Instructions: Indicate special procedures,perim,eter conditions requiring
special attention, and
D: Certificates: Certify that products ofthissection meet or exceed specified requirements.
E. Operation Data: Provide operating data for the specified equipment.
F. Maintenance Data: Provide lubrication and periodic maintenance requirement schedules.
G. Warranty: Submit manufacturer warranty and ensure forms have.been completed in AUGUSTA
HOUSING AND ECONOMIC DEVELOPMENT's name and registered with manufacturer.
1.04 QUALITY ASSURANCE
1.05 REGULATORY REQUIREMENTS
A. Conform to applicable code for utility requirements.
B. Products Requiring Electrical Connection: Listedand classified by UL (EAUEO)as suitable for the
purpose speci~e~ and indicated.
1.06 . PRE-INSTALLATION MEETING
A. Convene one week before starting work of this section.
1.07 DELIVERY, STORAGE, AND PROTECTION
A. Store products in an enclosed, dry facility,c1ear of floor, in a manner to prevent damage.
B. Coordinate size of access and route to place of installation.
1.08 PROJECT CONDITIONS
A. Coordinate the work with location and placement of utilities. Coordinate characteristics of utilities
with requirements of food service equipment.
B. Schedule work of this section to follow immediately the installation of utilities.
C. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner,
1.09 WARRANTY
A. See Section 01780 - Closeout Submittals, for additional warranty requirements.
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H. Fittings: Sink drains with crumb cup and waste fittings; see plumbing drawings and specifications.
I. Service Outlet Covers and Escutcheons: Stainless Steel.
J. Sealants: As specified in Section 07900.
2.04 FABRICATION
A. Install rubber button feet on bearing surface of any item positioned on a finished surface.
B. Isolate rotating or reciprocating machinery to prevent noise and vibrc;ition.
C. Provide indirect drain piping from equipment to terminate over nearest waste receptor.
D. Accommodate site installation of other services or equipment.
2.05 FINISHES
A. All Components: Shop finish.
B. Metal (Except Stainless Steel): Degrease and phosphate etch, prime and apply minimum two coats
factory baked epoxy, color.
C. Stainless Steel: No. 4 finish.
D. Plastic Laminate: Textured low gloss.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify ventilation outlets, service connections, and supports are correct and in required location.
B. Verify that electric power is available and of the correct characteristics.
3.02 INSTALLATION
A. Install items in accordance with manufacturers' instructions.
B. Insulate to prevent electrolysis between dissimilar metals.
C. Weld and grind joints in steel work tight, without open seams, where necessary due to limitations of
sheet sizes or installation requirements.
D. Sequence installation and erection to ensure correct mechanical and electrical utility connections are
achieved.
E. Use anchoring devices appropriate for equipment and expected usage.
F. Provide sealant to achieve clean joint with adjacent building finishes and between abutting
components.
3.03 ADJUSTING
A. Adjust equipment and apparatus to ensure proper working order and conditions.
B. Remove and replace equipment creating excessive noise or vibration.
3.04 CLEANING
A. Remove masking or protective covering from stainless steel and other finished surfaces.
B. Wash and clean equipment.
C. Polish glass, plastic, hardware, accessories, fixtures, and fittings.
3.05 DEMONSTRATION AND INSTRUCTIONS
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SECTION 15000
GENERAL MECHANICAL PROVISIONS
l.lRT 1- GENERAL
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Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A. This Section includes general provisions covering the contract documents for HV AC and Plumbing Systems.
DEFINITIONS:
A.
B.
Provide shall mean "Furnish, install.and connect."
Piping shall mean "pipe installed with all specified fittings, valves and accessories, and fonning a complete system."
C. HV AC shall mean "Heating, Ventilation and Air Conditioning."
SUBMITTALS:
A.
B.
General: Submit each item in this Article according to the Conditions of the Contract.
Electrical Coordination: In addition to submittal r~quirements of other Division 15 Sections, submit a document approved
by the project Electrical Contractor certifying that all mechanical equipment being furnished under Division 15 complies
with the electrical'characteristics ofthe source power which will be furnished under Division 16.
1.
Model numbers listed on the Mechanical Contract Documents shall not be construed to indicate electrical
characteristics. Electrical characteristics of mechanical equipment shall be as indicated on the Electrical.
Contract Documents (Division 16).
C. Review of Submittals does not relieve the Contractor of any of the requirements ofthe Contract Documents. Failure by
the Engineerto document errors and omissions in the Contractor's submittals during the Engineer's submittal review does
not constitut.e a waiver of any of the requirements of the original Contract Documents. I
CONTRACTOR OUALIFICA TIONS:
A.
Plumbing SubcontraCtor shall have demonstrated proficiency in the installation of plumbing systems by the successful
installation of systems similar to those included in the Construction Documents for this project. Such systems shall have
been installed in commercial or institutional buildings having a minimum of 150 plumbing fixtures (in a single building).
The Subcontractor shall have been in business as described above for a minimum period of five years.
A master or journeyman plumber shall be present at the site during the installation of all plumbing related work. The
master or journeyman plumber shall be certified in the state in which the construction is being perfonned and shall have
his license present at site or on file during construction.
C. HV AC Subcontractor shall have a current Class II Conditioned Air Contractors License for the state in which the project
is being constructed. 'The Subcontractor shall have installed at least three (3) chilled water systems of at least 150 tons
in size within the past five (5) years. The Subcontractor shall have as part of the Finn a Service Department qualified
to service all systems installed in the project, or have a written agreement with a Service Agency qualified to provide
such service. The Service Department or Agency shall be on call at all hours. .
B.
PRIOR APPROVALS:
A.
Manufacturers References: When reference is made in the Contract Documents to trade names or specific manufacturers
and/or models, such reference, unless noted otherwise, is made to designate and identify the quality of materials or
equipment to be furnished and is not intended to restrict competitive bidding. If it is desired, to use materials or
equipment different from those indicated on the Contract Documents, written request for approval must reach the hands
of the Architect at least TEN DAYS prior to the date set for the opening of bids. A copy of the request should also be
sent directly to the Engineer. Requests for prior approval of a proposed substitute shall be accompanied by complete
technical data supporting the request.
1.
Request for Prior Approval by facsimile transmission(fax) will not be considered. Prior approval requests shall
be submitted in hard copy fonnat only.
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CODES AND STANDARDS:
A. Mechanical, installations shall conform to the current edition of the following, in addition to any previously mentioned
Codes and Standards.
I.
The International Building Code.
2. The International Mechanical Code.
3.
The International Plumbing Code.
4. The International Fire Protection Code.
5.
The Georgia State Energy Code.
6. NFP A Standard 70, National Electric Code,
7.
NFP A Standard 90A, Installation of Air Conditioning and' Ventilation Systems.
8. NFPA Standard 101, Code for Safety to Life for Fire in Buildings and Structures.
ASBESTOS MATERIALS:
A. Contractor is advised there may be ASBESTOS PRODUCTS in building(s) which will affect work under this Project.
Particularreference is made to piping, equipment and other items that may be modified or removed. It shall be the sole
responsibility of Contractor to check for and ascertain presence of asbestos materials where such presence affects work
under this Project. Where Contractor ascertains presence of asbestos materials, he shall notify Owner and Engineer in
writing of presence of asbestos BEFORE beginning any work. Removal of asbestos products shall be the responsibility
of Owner AFTER. he has been notified by Contractor of its presence.
B. Engineer assumes no responsibility of investigating for presence of ASBESTOS PROD UCTS or for verifying presence
of asbestos materials, nor does Engineer assume any responsibility for specifying, advising on, or supervising removal
of any asbestos products. Contractor and Owner shall hold harmless Engineer in any matters involving presence of, or
removal of, asbestos products.
INTERRUPTION OF EXISTING SERVICES:
A.
Exercise care so as not to cut any existing utilities or services. Where an existing utility line or service line is cut it shall
be repaired to "like-new" condition. Interruption of service shall not be made without prior written permission of the
Owner.
B.
Not required for this section.
I ~RT 3 - EXECUTION
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Not required for this section.
END OF SECTION 15000
15000-3
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SECTION 15050
BASIC MECHANICAL MATERIALS AND METHODS
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ART 1 - GENERAL
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RELATED DOCUMENTS:
A. Drawings and general provisions of Contract apply to this Section.
SUMMARY:
A. This Section includes the following basic mechanical materials and methods to complement other Division 15 Sections.
1.
2.
3.
Piping materials and installation instructions common to most piping systems.
Concrete equipment base construction requirements.
Equipment nameplate data requirements.
4.
5.
6.
Nonshrinkgrout for equipment installations.
Field-fabricated metal and wood equipment supports.
Installation requirements common to equipment specification Sections.
7., Mechanical demolition.
8.
Cutting and patching.
9. Touchup painting and finishing.
B.
Pipe and pipe fitting materials are specified in piping system Sections.
DEFINITIONS:
C.
A. Pipe, pipe fitting's, and piping include tube, tube fittings, and, tubing.
B.
Finish~d Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct shafts,
unheated spaces immediately below the roof, spaces above ceilings, unexcavated spaces, crawl spaces, and tunnels.
Exposed Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical
equipment rooms.
Exposed Exterior Installations: Exposed to view outdoors, or subject to outdoor ambient temperatures and weather
conditions. Examples include rooftop locations.
Concealed Interior Installations: Concealed. from view and protected from physical contact by building occupants.
Examples include above ceilings and in duct shafts.
. F. . Concealed Exterior Installations: Concealed from view and protected from weather conditions and physical contact by
building occupants, but subject to outdoor ambient temperatures. Examples. include installations within unheated
shelters.
C.
D.
E.
SUBMITTALS:
A.
General: Submit the following according to the Conditions of the Contract.
B. Product data for following piping specialties:
1. Identification materials and devices.
Welder certificates signed by Contractor certifying that welders comply with requirements specified under the "Quality
Assurance" Article.
15050-1
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~~l PIPE AND PIPE FITTINGS:
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A. Refer to individual piping system specification Sections for pipe and fitting materials and joining methods.
B. Pipe Threads: AS ME Bl.20.1 for factory-threaded pipe and pipe fittings.
JOINING MATERIALS:
A. Refer to individual piping system specification Sections in Division 15 for special joining materials not listed below.
B.
. Pipe Flange Gasket Materials: Suitable for the chemical and thermal conditions of the piping system contents.
1. ASME B 1621, nonmetalIic, flat, asbestos-free, lI8-inch minimum thickness, except where thickness or specific
material is indicated.
a. Full-Face Type: For flat-face, Class 125 cast-iron and cast-bronze flanges.
C,
Solder Filler Metal: ASTM B 32.
I. Alloy Sn95 or AlloySn94: Tin (approximately 95 percent) and silver (approximately 5 percent), having 0.10
percent lead content. .
D.
Brazing Filler. Metals:. A WS A5.8.
1. BCuP Series: Copper-phosphorus alloys;
E.
2. BAgI: Silver alloy.
Welding Filler Metals: Comply with A WS D I 0.12 for welding materials appropriate for wall thickness and chemical
analysis of steel pipe being welded.
F.
Solvent Cements: Manufacturer's standard solvents complying with the following:
1. Poly(Vinyl Chloride) (PVe): ASTMD 2564.
113 PIPING SPECIAL TIES:
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Escutcheons: Manufactured wall, ceiling, and floor plates; deep-pattern type where required to conceal protruding
fittings and sleeves. .,..
1. Inside Diameter:. Closely fit around pipe, tube, and insulation.
2.
3.
Outside Diameter: Completely cover opening.
Cast Brass: One-piece, with set-screw.
a.
Finish: Rough brass.
b.
Finish: Polished chrome plate.
4.
Cast Brass: Split casting, with concealed hinge andset.,.screw.
B.
a. Finish: Polished chrome plate.
Dielectric Fittings: Assembly or fitting having insulating material isolating joined dissimilar metals to prevent galvanic
action and stop corrosion.
1.
Description: Combination of copper alloy and ferrous; threaded, solder, plain, and weld neck end types and
matching piping system materials.
2.
Insulating Material: Suitable for system fluid, pressure, and temperature.
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Multiple Systems: . Where multiple systems of same generic name are indicated, provide identification that
indicates individual system number as well as service such as "Boiler No.3," "Air Supply No. tH," or
"Standpipe Ft2."
FIRE-STOPPING
B.
GROUT:
A. Nonshrink, Nonmetallic Grout: ASTM C UO?, GradeR
1.
Characteristics: Post-hardening, volume-adjusting, dry, hydraulic-cement grout, nonstaining, noncorrosive,
nongaseous, and recommended for interior and exterior applications. ' .
2.
3.
Design.Mix: 5000-psi, 28-day compressive strength.
Packaging: Premixed and factory-packaged.
A. Fire-Resistant Sealant: Provide UL Listedfirestopping system for filling openings around penetrations through walls
and floors, having fire-resistance ratings indicated as established by testing identical assemblies per ASTME 814 by
Underwriters Laboratory, Inc. or other testing and inspecting agency acceptable to authorities having jurisdiction.
Products: Subject to compliance with requirements, provide products by one of the following:
. Dow Coming Corp.
3M Corporation
General Electric Co.
Standard Oil Engineered Materials Co.
Hilti, Inc.
Tremco Corp.
1.
2.
3.
4.
5.
6.
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PART 3.- EXECUTION
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PIPING SYSTEMS-COMMON REOUIREMENTS:
A.
B.
General: Install piping as described below, except where system Sections specity otherwise. Individual piping system
specification Sections in Division 15 specity piping installation requirements unique to the piping system.
General Locations and Arrangements: Drawings (plans, schematics, and diagrams) indicate general location and
arrangement of piping systems.. Indicated locations and arrangements were used to size pipe and calculate friction loss,
expansion, pump sizing, and other design considerations. Install piping as indicated; except where deviations to layout
are approved on coordination drawings. .
C. Install piping at indicated slope.
D.
Install compol1ents having pressure rating equal to or greater than system operating pressure.
1-
E. Install piping in concealed interior and exterior locations, except in equipment rooms and service areas.
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F.
G.
Install piping free of sags and bends.
Install exposed interior and exterior piping at right angles or parallel to building walls. Diagonal runs are prohibited,
except where indicated.
H.
Install piping tight to slabs,beams, joists, columns, walls, and other building elements. Allow sufficient space above
removable ceiling panels to allow for ceiling panel removal.
Install piping t6 allow application of insulation plus I-inch clearance around insulation.
Locate groups of pipes parallel to each other, spaced to permit valve. servicing.
Install fittings for changes in direction and branch connections.
Install couplings according to manufacturer's printed instructions.
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c.
Align threads at point of assembly.
Tighten joint with wrench. Apply wrench to valve end into which pipe is being threaded.
Damaged Threads: Do not use pipe or pipe fittings having threads that are corroded or damaged. Do
not use pipe sections that have cracked or open welds.
d.
e.
6.
Welded Joints: Construct joints according to A WS DlO.12 "Recommended Practices and Procedures for
Welding Low Carbon Steel Pipe" using qualified processes and welding operators according to the "Quality
Assurance" Article. '
7.
Flanged Joints: Align flange surfaces parallel. Select appropriate gasket material, size, type, and thickness for
service application; Install gasket concentrically positioned. Assemble joints by sequencing bolt tightening
to make initial contact of flanges and gaskets as flat and parallel as_possible. Use suitable lubricants on bolt
threads. Tighten bolts gradually and uniformly using torque wrench.
Plastic Pipe and Fitting Solvent-Cement Joints: Clean and dry joining surfaces by wiping with clean cloth or
paper towels. Join pipe and fittings according to the. following standards: .
a. Poly(Vinyl Chloride) (pVC) Non-Pressure Application: ASTM D 2855.
Plastic Pipe and Fitting Heat-Fusion Joints: Prepare pipe and fittings and join with heat-fusion equipment
according to manufacturer's printed instructions. .
8.
9.
a.
Plain-End Pipe and Fittings: Butt joining.
Plain-End Pipe and Socket-Type Fittings: Socket joining.
b.
T.
Piping Connections: Except as otherwise indicated, make piping connections as specified below.
I. Install unions in piping 2 inches and smaller adjacent to each valve and at final connection to each piece of
equipment having a 2-inch or smaller threaded pipe connection.
2. Install flanges in piping 2-1/2 inches and larger adjacent to flanged valves and at final connection to each piece
of eq.uipment having flanged pipe connection.
3. Install dielectric unions and flanges to connect piping materials of dissimilar metals.
EQUIPMENT INSTALLATION - COMMON REQUIREMENTS:
A.
B.
Install equipment to provide the maximum possible headroom where mounting heights .arenot ind,icated.
Install equipment according to approved submittal data. Portions of the Work are shown only in diagrammatic form.
Refer conflicts to the Architect.
C.
Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed
interior spaces, except where otherwise indicated.
Install mechanical equipment to facilitate servicing, maintenance, and repair or replacement of equipment components.
Connect equipment for ease of disconnecting, with minimum of interference with other installations. Extend grease
fittings to an accessible location.
D.
E. Install equipment giving right-of-way to piping systems installed at a required slope.
LABELING AND IDENTIFYING:
A.
PipingSystems: Install pipe markers on each system. Include arrows showing normal direction of flow.
I. Stenciled Markers: Complying with ASME A 13 .1.
2.
Locate pipe markers wherever piping is exposed in finished spaces, machine rooms, accessible maintenance
spaces (shafts, tunnels, plenums), and exposed exterior locations as follows:
a. Near each valve and control device.
15050-7
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CUTTING AND PATCHING:
A. Cut, channel, chase, and drill floors, walls, partitions, ceilings, and other surfaces necessary for mechanical installations.
Perform cutting by skilled mechanics of the trades involved.
B. Repair cut surfaces to match adjacent surfaces.
3.9
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GROUTING:
A. Install nonmetallic nonshrink grout for mechanical equipment base bearing surfaces, pump and other equipment base
plates, and anchors. Mix grout according to manufacturer's printed instructions.
Ii
B.
C.
Clean surfaces that will come into contact with grout.
Ii
Provide forms for placement of grout, as required.
Avoid air entrapment when placing grout.
IJ
D.
E.
F.
G.
H.
Place grout to completely fill equipment bases.
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Cure placed grout according to manufacturer's printed instructions.
II
END OF SECTION 15050
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15050-9
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SECTION 15100
VALVES
II .
_J\RT 1- GENERAL
1.1 RELATED DOCUMENTS:
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1.2
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A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A.
This Section includes general duty valves common to several mechanical piping systems.
B.Related Sections: The following Sections contain requirements that relate to this Section:
1.
Special purpose valves are specified in Division 15 piping system Sections.
2. Valve tags and charts are specified in Division 15 Section "Mechanical Identification."
11 SUBMITTALS:
A. General: Submit each item in this Article accordingto the Conditions of the Contract.
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B.
Product Data for each valve type. Include body material, valve design, pressure and'temperature classification, end
connection details, seating materials, trim material and arrangement, dimensions and required clearances, and installation
instructions. Include list indicating valve and its application.
C.
Maintenance data for valves to include in the operation and maintenance manual. Include detailed manufacturer's
instructions on adjusting, servicing, disassembling, and repairing.
QUALITY ASSURANCE:
A. ASME Compliance: . Comply with ASME B31.9 for building services piping and ASME B31.1 for power piping.
B. MSS Compliance: Comply with the.various MSS Standard Practice documents referenced.
DELIVERY,"STORAGE AND HANDLING:
A.
Prepare valves for shipping as follows:
1. Protect internal parts against rust and corrosion.
2. Protect threads and flange faces.
Use the following precautions during storage:
B.
1.
2.
Maintain valve end protection.
Store indoors and maintain valve temperature higher than ambient dew-point temperature. If outdoor storage
is necessary, store valves off the ground in watertight enclosures.
,
I \RT 2 - PRODUCTS
2.1 MANUFACTURERS:
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A.
Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1.
2.
3.
4.
5.
Crane Company; Valves and Fitting Division.
Hammond Valve Corporation.
Apollo/Conbraco Ind. Inc.
Lunkenheimer/Cincinnati Valve Co.
Milwaukee Valve Company, Inc.
15100-1
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1:i\RT 3 - EXECUTION
3.1 EXAMINATION:
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A.
Examine piping system for compliance with requirements for installation tolerances and other conditions affecting
. performance of valves. Do not proceed with installation until unsatisfactory conditions have been corrected.
Examine valve interior forcleanliness, freedom from foreign matter; and corrosion. Remove special packing materials,
such as blocks,. used to preventdisc movement during shipping and handling;
C.Operate valves from fully open to fully closed positions. Examine guides and seats made accessible by such operation.
B.
D.
E.
Examine threads on valve and mating pipe for form and cleanliness.
Examine mating flange faces for conditions that might cause leakage. Checkbolting for proper size, length, and material.
Check gasket material for proper size, material composition suitable for service; and freedom from defects and damage.
Do not attempt to repair defective valves; replace with new valves.
F.
INST ALLA TION:
A. Install valves as indicated, according to manufacturer's written instructions.
B.
Piping installation requirements are specified in other Division 15 Sections. Drawings indicate the generararrangement
of piping, fittings, and specialties.
C.
Install valves with unions or flanges at each piece of equipment arranged to allow servicing, maintenance, and equipment
removal without system shutdown. .
Locate valves for easy access and provide separate support where necessary.
Install valves in horizontal piping with stem at or above the center of the pipe.
Install valves in a position to allow full stem movement.
D.
E.
F.
II
. G. Installation of Check Valves: Install for proper direction of flow as follows:
Swing Check Valves: Horizontal position with hinge pin level.
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SOLDERED CONNECTIONS:
A. Cut tube square andto exact lengths.
B.
Clean end of tube to depth of valve socket with steel wool, sand cloth, or a steel wire brush to a bright finish. Clean
valve socket.
C.
D.
E.
F.
Apply proper soldering flux in an even coat to inside of valve socket and outside of tube.
Open gate and globe valves to fully open position.
. Remove the cap and disc holder of swing check valves having composition discs.
Insert tube into valve socket, making sure the end rests against the shoulder inside valve. Rotate tube or valve slightly
to ensure even distribution of the flux.
G.
Apply heat evenly to outside of valve around joint until solder melts on contact. Feed solder until it completely fills the
joint around tube. A void hot spots or overheating valve. Once the solder starts cooling, remove excess amounts around
the joint with a cloth or brush.
3.4 THREADED CONNECTIONS:
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A.
Note the internal length of threads in valve ends and proximity of valve internal seat or wall to determine how far pipe
should be threaded into valve.
B.
Align threads at point of assembly.
15100-3
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SECTION 15135
METERS AND GAGES
Ii ART 1 - GENERAL
1.1 RELATED DOCUMENTS:
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SUMMARY:
A. Drawings and general provisions of the Contract apply to this Section.
A.
This Section includes meters and gages used in mechanical systems.
1.
B. Related Sections: Division 15 piping Sections contain requirements that relate to thisSection.
SUBMITTALS:
Meters and 'gages furnished as part of factory-fabricated equipment are specified as part of the equipment
assembly,in other Division 15 Sections. .
B.
A. General: Submit the following according to the Conditions of the Contract.
Product data for each type of meter, gage, and fitting specified. Include scale range, ratings, and calibrated performance
curves, certified where indicated~ Submit a meter and gage schedule showing manufacturers figure number, scale range,
location, and accessories for each meter and gage.
QUALITY ASSURANCE:
A. Comply with applicable portions of American Society of Mechanical Engineers (ASME) and Instrument Society of
America (ISA) standards pertaining to construction and installation of meters' and gages.
B.
Design Criteria: The Drawings ,indicate types, sizes,. capacities, ranges, profiles, connections, arid dimensional
requirements of meters and gages and are based on the specific manufacturer types and models indicated. Meters and
gages having equal performance characteristics by other manufacturers may be considered, provided that deviations do
not change the design concept or intended performance as judged by the Architect. The burden of proof for equality of
meters and gages is on the proposer.
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PART 2 - PRODUCTS
IJ I MANUFACTURERS:
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1.
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
Liquid-in-Glass Thermometers:
2.
a.
b.
c.
d.
e.
Marsh Instrument Co.
Marshalltown Instruments, Inc.
H.O. Trerice Co.
Weiss Instruments, Inc.
Weksler Instruments Corp.
Pressure Gages:
a.
b.
c.
d.
e.
f.
g.
h.
AMETEK, U.S. Gauge Div.
Ashcroft by Dresser Industries, Instrument Div.
Marsh Instrument Co.
Marshalltown Instruments, Inc.
H.O. Trerice Co.
Weiss Instruments, Inc.
Weksler Instruments Corp.
WIKA Instruments Corp.
15135-1
06066
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11.2 METER AND GAGE INSTALLATION, GENERAL:
A. Install meters, gages, and accessories according to manufacturers' written instructions for applications where used.
11.3 THERMOMETER INSTALLATION:
A. Install thermometers and adjust vertical and tilted positions. Install in the locations indicated on the drawings.
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B.
Install in the following locations and elsewhere as indicated:
1. At inlet and outlet of each thermal storage tank.
C.
Thermometer Wells: Install in vertical position in piping tees where thermometers are indicated.
1. Install wells with stem extending to center of pipe.
2. FiJI wells with oil or graphite and secure caps.
PRESSURE GAGE INSTALLATION:
A.
Install pressure gages in piping tee with pressure gage valve located on pipe at most readable position. Install in
locations indicated on the drawings.
Install in the following locations and elsewhere as indicated:
1. At discharge of each pressure-reducing valve.
2. At building water service entrance.
Pressure Gage Needle Valves: Install in piping tee with snubber.
B.
C.
CONNECTIONS:
A. Piping installation requirements are specified in other Division 15 Sections. The Drawings indicate the general
arrangement of piping, fittings, and specialties.
B. Install meters and gages adjacent to machines and equipment to allow servicing and maintenance.
ADmSTING AND CLEANING:
A.
B.
e.
Calibrate meters according to manufacturer's written instructions, after installation.
Adjusting: Adjust faces of meters and gages to proper angle for best visibility.
Cleaning: Clean windows of meters and gages and factory-finished surfaces. .Replace cracked and broken windows and
repair scratched and marred surfaces with manufacturer's touchup paint.
END OF SECTION 15135
15135-3
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SECTION 15145
HANGERS AND SUPPORTS
J.RT 1 - GENERAL
1.1 RELATED DOCUMENTS:
I A. Drawing and general provisions of the Contract apply to this Section.
1.2
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SUMMARY:
A. This Section includes hangers and supports for mechanical systems piping and equipment.
DEFINITIONS:
A. Terminology used in this Section is defined in MSS SP-90.
PERFORMANCE REQUIREMENTS:
A.
Design seismic restraint hangers and supports, for piping and equipment.
B. Design and obtain approval from authority with jurisdiction over seismic restraint hangers and supports for piping and
equipment.
SUBMITTALS:
A. General: Submit the following according to the Conditions of the Contract.
B. Product data for each type of hanger and support.
QUALITY ASSURANCE:
A. Qualify welding processes and welding operators according to A WS D 1.1 "Structural Welding Code--Steel."
1.
Certify that each welder has satisfactorily passed A WS qualification tests for welding processes involved and,
if pertinent, has undergone re-certification.
B.
Licensed Operators: Use operators that are licensed by powder-operated tool manufacturers to operate their tools and
. fasteners.
1
.ART 2 -PRODUCTS
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MANUFACTURED UNITS:
A. Hangers, Supports, and Components: Factory-fabricated according to MSS SP-58.
'B.
1. Components include galvanized coatings or alternate rust preventing shop coating.
2. Pipe attachments include nonmetallic coating for electrolytic protection where attachments are in direct contact
with copper tubing.
Powder-Actuated Drive-Pin Fasteners: Powder-actuated-type, drive-pin attachments with pull-out and shear capacities
appropriate for supported loads and building materials where used. Fasteners for fire protection systems include UL
listing and FM approval.
Mechanical-Anchor Fasteners: Insert-type attachments with pull-out and shear capacities appropriate for supported loads
and building materials where used. Fasteners for fire protection systems include UL listing and FM approval.
c.
MISCELLANEOUS MA TERlALS:
A. Structural Steel: ASTM A 36, steel plates, shapes, and bars, black and galvanized.
B.
Bolts and Nuts: AS ME B 18.1 0 or ASTM A 183, steel, hex-head, track bolts and nuts.
15145-1
06066
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Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and so that maximum pipe deflections allowed
by ASME B31.9 "Building Services Piping" is not exceeded.
Insulated Piping: Comply with the following installation requirements.
O.
1. Clamps: Attach clamps, including spacers (if any), to piping with clamps projecting through insulation; do not
exceed pipe stresses allowed by ASME B3l.9.
2.
Shields: Install MSS Type 40, protective shields on insulated piping. Shields span an arc of 180 degrees and
have dimensions in inches not less than the following:
LENGTH
(Inches)
THICKNESS
(Inches)
12
12
18
24
24
0.048
0.060
0.060
0.075
0.105
A. Fabricate structural steel stands to suspend equipment from structure above or support equipment above floor.
B. Grouting: Place grout under supports for equipment, and make a smooth bearing surface.
METAL FABRICATION:
A.
B.
Cut, drill, and fit miscellaneous metal fabrications for pipe and equipment supports.
Fit exposed connections together to form hairline joints. Field-weld connections that cannot be shop-welded because
of shipping size limitations.
c.
Field Welding: Comply with A WS D 1.1 procedures for manual shielded metal-arc welding, appearance and quality of
welds, methods used in correcting welding work, and the following:
1.
Use materials and methods that minimize distortion and develop strength and corrosion resistance of base
metals.
2.
3.
Obtain fusion without undercut or overlap.
Remove welding flux immediately.
4. Finish welds at exposed connections so that no roughness shows after finishing, and so that contours of welded
surfaces match adjacent contours.
ADJUSTING:
A. Hanger Adjustment: Adjust hangers to distribute loads equally on attachments and to achieve indicated slope of pipe.
PAINTING:
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A. Touching Up: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on
miscellaneous metal.
B.
c.
Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply
with ASTM A 780.
Paint all exposed steel surfaces with one coat of primer and two coats of enamel.
END OF SECTION 15145
15145-3
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SECTION 15170
. MOTORS
IJART 1- GENERAL
1.1
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RELATED DOCUMENTS:
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A. This Section includes basic requirements for factory-installed and field-installed motors.
B.
Related Sections include the following:
1. Division 15 Sections for application of motors and reference to specific motor requirements for motor-driven
equipment.
SUBMITTALS:
A. Product Data: Show nameplate data and ratings; characteristics; mounting arrangements; size and location of winding
termination lugs, conduit entry, and grounding lug; and coatings. -
B. Factory Test Reports: For specified tests.
C. Field Test Reports: Indicate and interpret test results for compliance with performance requirements.
QUALITY ASSURANCE:
A.
B.
Comply with NFP A 70.
Listing and Labeling: Provide motors specified in this Section that are listed and labeled.
1.
'1 ART 2 - PRODUCTS
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Terms "Listed and Labeled": As defined in the National Electrical Code, Article 100.
BASIC MOTOR REQUIREMENTS:
A. Motors shall be manufactured by one of the following:
1.
2.
3.
4.
5.
6.
7.
8.
Cutler Hammer
General Electric
Allen Bradley
Furnas
Siemans
Square D
Westinghouse
Baldor
B.
Basic requirements apply to mechanical equipment motors, unless otherwise indicated.
C.Frequency Rating: 60 Hz.
D.
Voltage and Phase Rating: Determined by electrical characteristics of circuit to which motor is connected.
E. Service Factor: According to NEMA MG 1, unless otherwise indicated.
F.
Capacity and Torque Characteristics: Rated for continuous duty and sufficient to start, accelerate, and operate connected
. loads at designated speeds, in indicated environment, with indicated operating sequence, and without exceeding 90%
of nameplate ratings or considering service factor.
15170 - I
06066
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IART 3 - EXECUTION
3.1 ADJUSTING:
I A.
Use adjustable motor mounting bases for belt-driven motors.
B.
I C.
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Align pulleys and install belts.
Tension according to manufacturer's written instructions.
END OF SECTION 15170
15170 - 3
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SECTION 15250
MECHANICAL INSULA nON
I ') ART 1 - GENERAL
1.1 RELATED DOCUMENTS:
I' A. Drawings and general provisions of Contract apply to this Section.
1.2 SUMMARY:
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A.
This Section includes pipe, duct, and equipment insulation.
B. Related Sections: The following sections contain requirements that relate to this section:
1.
Division 15 Section "Hangers and Supports" for pipe insulation shields and protection saddles.
2. Division 15 Section "Metal Ductwork" for duct lining.
1.1.3 DEFINITIONS:
A. Hot Surfaces: Normal operating temperatures of 100 deg F or higher.
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B.
Dual-Temperature Surfaces: Normal operating temperatures that vary from hot to cold.
C. Cold Surfaces: Normal operating temperatures less than 75 deg F.
D.
Thermal resistivity is designated by an r-value that represents the reciprocal of thermal conductivity (k-value). Thermal
conductivity is the rate of heat flow through a homogenous material exactly 1 inch thick. Thermal resistivity(r-value)
is expressed by the temperature difference in degrees Fahrenheit between the two exposed faces required to cause I BTO
per hour to flow through I square foot at mean temperatures indicated.
E.
Thermal Conductivity (k-value): Measure of heat flow through a material at a given temperature difference; conductivity
is expressed in units ofBtu x inchlh x: sq. ft. x deg F.
F. Density: Is expressed in lb.lcu.ft.
SUB MITT ALS:
A.
B.
General: Submit the following in accordance with Conditions of Contract.
Product datafor each type of mechanical insulation identifying k-value, thickness, and accessories.
QUALITY ASSURANCE:
Fire Performance Characteristics: Conform to the following characteristics for insulation including facings, cements,
and adhesives, when tested according to ASTM E 84, by UL or other testing or inspecting organization acceptable to
the authority having jurisdiction. Label insulation with appropriate markings of testing laboratory.
1. Interior Insulation: Flame spread rating of 25 or less and a smoke developed rating of 50 or less.
2. Exterior Insulation: Flame spread rating of75 or less and a smoke developed rating of 150 or less.
SEQUENCING AND SCHEDULING:
A. Schedule insulation application after testing of piping and duct systems.
PART 2 - PRODUCTS
1..1 MANUFACTURERS:
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
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1.4 GREASE DUCT INSULA nON BLANKET:
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A.
Fire Performance Characteristics: Provide material having the following fire performance characteristics as determined
by UL in accordance with ASTM Standard E84:
Flame Spread = 0
Smoke Developed = 0
B. Fire Resistance: Blanket shall have 2-hourrating fire resistance for enclosures or through-penetrations, and be UL Listed
for such rating on grease duct applications.
INSULATING CEMENTS:
A. Mineral Fiber, Hydraulic-Setting Insulating and Finishing Cement: ASTM C 449.
I. Thermal Conductivity: 1.2 Btu x inch/h x sq. f1. x deg F average maximum at 400 deg F mean temperature.
2. Compressive Strength: 100 psi at 5 percent deformation.
ADHESIVES:
A. Flexible Elastomeric Cellular Insulation Adhesive: Solvent-based, contact adhesive recommended by insulation
manufacturer.
B.
Lagging Adhesive: MIL-A-3316C, non-flammable adhesive in the following Classes and Grades:
1. Class 1, Grade A for bonding glass cloth and tape to unfaced glass fiber insulation, sealing edges of glass fiber
insulation, and bonding lagging cloth to unfaced glass fiber insulation.
2. Class 2, Grade A for bonding glass fiber insulation to metal surfaces.
JACKETS:
A. General: ASTM C 921, Type I, except as otherwise indicated.
B.
Foil and Paper Jacket: Laminated glass-fiber-reinforced, flame-retardant kraft paper and aluminum foil.
I. Water Vapor Permeance:. 0.02 perm maximum, when tested according to ASTM E 96.
2. Puncture Resistance: 50 beach units minimum, when tested according to ASTM D 781.
PVC Fitting Covers: Factory-fabricated fitting covers manufactured from 20 mil thick, high-impact, ultra-violet-resistant
PVC.
c.
D.
I. Adhesive: As recommended by insulation manufacturer.
Aluminum Jacket: ASTM B 209, 3003 Alloy, H-14 temper, factory cut and rolled to indicated sizes.
I.
Finish and Thickness: Smooth finish, 0.010 inch thick.
2.
3.
Moisture Barrier: I mil, heat-bonded polyethylene and kraft paper.
Elbows: Preformed 45-degree and 90-degree, short- and long-radius elbows, same material, finish, and
thickness as jacket.
ACCESSORIES AND ATTACHMENTS:
A. Glass Cloth and Tape: Woven glass fiber fabrics, plain weave, presized a minimum of 8 ounces per sq. yd.
I. Tape Width: 3 inches.
2.
Cloth Standard: MIL-C-20079H, Type I.
3. Tape Standard: MIL-C-20079H, Type II.
15250-3
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Items Not Insulated: Unless otherwise indicated do not apply insulation to the following systems, materials, and
equipment:
I.
2.
Factory-insulated flexible ducts.
Factory-insulated plenums, casings, terminal boxes, and filter boxes and sections.
3.
4.
5.
6.
7.
8.
9.
Flexible connectors for ducts.
Vibration control devices.
Testing laboratory labels and stamps.
Nameplates and data plates.
Preinsulated access panels and doors in air distribution systems.
Sanitary drainage and vent piping. (Drainage piping receiving air conditioning condensate shall be insulated.)
Drainage piping located in crawl spaces, unless indicated otherwise.
10.
Below grade piping.
11. Chrome-plated pipes and fittings, except for plumbing fixtures for the disabled.
PIPE INSULATION INSTALLATION. GENERAL:
A.
B.
C.
D.
E.
Tightly butt longitudinal seams and end joints. Bond with adhesive.
Staggerjoints on double layers of insulation.
Apply insulation continuously over fittings, valves, and specialties, except as otherwise indicated.
Apply insulation with a minimum number of joints.
Apply insulation with integral jackets as follows:
1. Pull jacket tight and smooth.
2.
Cover circumferential joints with butt strips, at least 3 inches wide, and of same material as insulation jacket.
Secure with adhesive and outward clinching staples along both edges of butt strip and space 4 inches on center.
Longitudinal Seams: Overlap seams at least 1-1/2 inches. Apply insulation with longitudinal seams at bottom
of pipe. Clean and dry surface to receive self-sealing lap. Staple laps with outward clinching staples along
edge at 4 inches on center.
Vapor Barrier Coatings: Where vapor barriers are indicated, apply on seams and joints, over staples, and at
ends butt to flanges, unions, valves, and fittings.
3.
4.
5.
F.
At penetrations in jackets for thennometersand pressure gages, fill and seal voids with vapor barrier coating.
Repair damaged insulation jackets, except metal jackets, by applying jacket material around damaged jacket.
Adhere, staple, and seal. Extend patch at least 2 inches in both directions beyond damaged insulation jacket
and around the entire circumference of the pipe.
Walland Partition Penetration: Apply insulation continuously through walls and partitions, except fire-rated walls and
partitions.
6.
Fire-Rated Walls and Partitions Penetrations: Tenninate insulation at penetrations through fire-rated walls and partitions.
Seal insulation ends with vapor barrier coating. Seal around penetration with a V.L. Listed firestopping or fire-resistant
joint sealer.
Flanges, Fittings, and Valves - Interior Exposed and Concealed: Coat pipe insulation ends with vapor barrier coating.
Apply premolded, precut, or field-fabricated segments of insulation around flanges, unions, valves, and fittings. Make
joints tight. Bond with adhesive.
15250-5
06066
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JACKETS:
A.
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3.9 FINISHES:
I.
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APPLICATIONS:
A. General: Materials and thicknesses are specified in schedules at the end of this Section.
Piping Systems: Unless othetwise indicated, insulate the following piping systems:
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Foil and Paper Jackets (FP): Install jackets drawn tight. Install lap or butt strips at joints with material same as jacket.
Secure with adhesive. Installjackets with 1-1/2 inches laps at longitudinal joints and 3 inch wide butt strips at end joints.
1. Seal openings, punctures, and breaks in vapor barrier jackets and exposed insulation with vapor barrier
compound (mastic) and glass tape (glassfab).
Exterior Exposed Insulation: Install continuous aluminum jackets and seal all joints and seams with waterproofsealant.
Flexible Elastomeric Cellular Insulation: After adhesive has fully cured, apply 2 coats of protective coating to exposed
exterior insulation~
I. Domestic cold water.
2.
3.
Storm water. Insulate only roof drain bodies and horizontal rainwater leaders of storm water piping.
Domestic hot water.
4. Recirculated hot water.
Duct Systems: Unless othetwise indicated, insulate the following duct systems:
1.
2.
Supply, return and outside air ductwork.
Above-ctfiling surfaces of all air devices.
PIPE INSULATION SCHEDULES;
3. Interior range hood exhaust ductwork.
11
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General: Furnish insulation vapor barrier on all piping carrying fluids below 600 F.
Schedules:
1.
Domestic Cold, Hot and Recirculation Water (including makeup water piping):
a. Domestic Cold Water Piping: 1" rigid fiberglass insulation with vapor barrier.
b.
Domestic Hot Water and Recirculation Piping: 1" rigid fiberglass insulation for piping 2" and smaller.
1-112" insulation for piping larger than 2".
c.
Domestic Water Piping in Concrete Block Walls: 3/4" flexible elastomeric insulation.
d. Furnish aluminum jacket on exterior piping.
Drains and Supplies Under Accessible Fixtures: See Division 15 Plumbing Fixtures.
Storm Drainage Piping:
a. Rigid 1" Glass Fiber Insulation: Insulate horizontal sections only. Furnish aluminum jacket on
exterior piping. Insulate roof drain bodies with 1/2" flexible elastomeric sheets.
1.12 DUCTWORK AND PLENUM INSULA nON SCHEDULES:
A. General: Furnish vapor barrier on ali ductwork insulation.
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SECTION 15411
WATER DISTRIBUTION PIPING
I: PART 1 - GENERAL
1.1 RELATED DOCUMENTS:
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A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A.
This Section includes water distribution piping from locations indicated to fixtures and equipment inside building.
B. Related Sections include the following:
1.
Division 15 Section "Meters and Gages" for thermometers, pressure gages, and fittings.
2.
DEFINITIONS:
Division 15 Section "Plumbing Specialties" for water distribution piping specialties.
A. Water Service Piping: Water piping outside building that conveys water to building.
B.
Water Distribution Piping: Water piping inside building that conveys water to fixtures and equipment throughout the
building.
SYSTEM PERFORMANCE REOUlREMENTS:
A. Provide components and installation capable of producing piping systems with the following minimum working-pressure
ratings, unless otherwise indicated:
1. Water Distribution Piping: 125 psig.
SUBMITTALS:
A. Water Samples, Test Results, and Reports: Specified in "Field Quality Control" and "Cleaning" articles.
QUALITY ASSURANCE:
A.
B.
C.
Provide listing/approval stamp, label, or other marking on piping made to specified standards.
Comply with ASME B31.9, "Building Services Piping," for materials, products; and installation.
Comply with NSF 61, "Drinking Water System Components--HealthEffects," Sections 1 through 9 for potable-water
piping and components;
ITlART 2 - PRODUCTS
2.1 PIPES AND TUBES:
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A.
B.
General: Applications of the following pipe and tube materials are indicated in Part 3 "Piping Applications" Article.
Soft Copper Tube: ASTM B 88, Type K, water tube, annealed temper.
C. Hard Copper Tube: ASTM B 88, Type L, water tube, drawn temper.
PIPE AND TUBE FITTINGS:
A.
General: Applications of the following pipe and tube fitting materials are indicated in Part 3 "Piping Applications"
Article.
B. Copper, Solder-Joint Pressure Fittings: AS ME B 16.18 cast-copper alloy or AS ME B 16.22 wrought copper.
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B.
Grooved-end butterfly valves may be used with grooved-end piping.
PIPING INST ALLA TION. GENERAL:
A. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for basic piping installation.
WATER DISTRIBUTION PIPING INST ALLA TION:
A. Install piping with 0.25 percent slope downward toward drain.
JOINT CONSTRUCTION:
A. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for basic piping joint construction.
B. Grooved Joints: Assemble joints with coupling, gasket, lubricant, and bolts according to coupling and fitting
manufacturer's written instructions.
VALVE INSTALLATION:
A.
Sectional Valves: Install sectional valves close to main on each branch and riser serving plumbing fixtures or equipment,
and where indicated. Use gate or ball valves for piping 2-inch NPS and smaller.
Shutoff Valves: Install shutoff valve on each water supply to equipment, on each supply to plumbing fixtures without
supply stops, and where indicated. Use gate or ball valves for piping 2-inch NPS and smaller.
B.
c.
Drain Valves: Install drain valves for equipment, at base of each water riser, at low points in horizontal piping, and
where required to drain water piping.
1.
Install hose-end drain valves at low points in water mains, risers, and branches.
3.8 HANGER AND SUPPORT INSTALLATION:
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A.
Refer to Division 15 Section "Hangers and Supports" for pipe hanger and support devices. Install the following:
1. Riser clamps, MSS Type 8 or Type 42, for vertical runs.
2.
Adjustable steel clevis hangers, MSS Type 1, for individual, straight, horizontal runs 100 feet and less of piping
2Yz-inches and smaller.
3.
Adjustable steel swivel loop hangers; MSS Type 10, for individual straight, horizontal runs, 100-feet and less
of piping 2-inches and smaller. '
4. Adjustable roller hangers, MSS'Type 43, for individual; straight, horizontal runs longer than 100 feet.
5.
6.
Spring cushion rolls, MSS Type 49, if indicated, for individual, straight, horizontal runs longer than 100 feet.
Pipe rolls, MSS Type 44, for multiple, straight, horizontal runs 100 feet or longer. Support pipe rolls on
trapeze.
7.
Spring hangers, MSS Type 52, for supporting base of vertical runs.
B.
C.
Install supports according to Division 15 Section "Hangers and Supports."
Support vertical piping and tubing at base and at each floor.
Rod diameter may be reduced one size for double-rod hangers, with 3/8-inch minimum rods.
D.
E.
Install hangers for copper tubing with the following maximum spacing and minimum rod diameters:
1.
314-Inch NPS and Smaller: Maximum horizontal spacing, 60 inches with 3/8-inch minimum rod diameter;
maximum vertical spacing, 10 feet.
2.
I-Inch NPS: Maximum horizontal spacing, 72 inches with 3/8-inch minimum rod diameter; maximum vertical
spacing, 10 feet.
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5.
Prepare reports for tests and required corrective action.
3.11 CLEANING:
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A.
Clean and disinfect service entrance piping and water distribution piping as follows:
1. Purge new piping and parts of existing water piping that have been altered, extended, or repaired before using.
2.
Use purging and disinfecting procedure prescribed by authorities having jurisdiction or, if method is not
prescribed, procedure described in either A WW A C651 or A WW A C652 or as described below:
a.
Flush piping system with clean, potable water until dirty water does not appear at outlets.
b.
Fill and isolate system according to either of the following:
1)
Fill system or part thereof with water/chlorine solution with at least 50 ppm of chlorine.
Isolate with valves and allow to stand for 24 hours.
2) Fill system or part thereof with water/chlorine solution with at least 200 ppm of chlorine.
Isolate and allow to stand for 3 hours.
c.
Flush system with clean, potable water until chlorine is no longer in water coming from system afte(
. the standing time.
Submit water samples in sterile bottles to authorities having jurisdiction. Repeat procedure if
biological examination shows contamination.
d.
B.
Prepare and submit reports for purging and disinfecting activities..
Clean interior of piping system. Remove dirt and debris as work progresses.
c:
COMMISSIONING:
A. Fill water piping. Check components to detennine that they are not air bound and that piping is full of water.
B. Perform the following steps before putting into operation:
C.
D.
E.
1. Close drain valves; hydrants, and hose bibbs.
2.
3.
4.
5.
Open shutoff valves to fully open position.
Open throttling valves to proper setting.
Remove plugs used during testing of piping and plugs used for temporary sealing of piping during installation.
Remove and clean strainer screens. Close drain valves and replace drain plugs.
6. Remove filter cartridges from housings and verify that cartridges are as specified for application where used
and that cartridges are clean and ready for use.
Check plumbing equipment and verify proper settings, adjustments, and operation. Do not operate water heaters before
filling with water. .
Check plumbing specialties and verify proper settings, adjustments, and operation.
1. Water-Pressure Regulators: Set outlet pressure at 80 psig maximum, unless otherwise indicated.
Energize pumps and verify proper operation.
END OF SECTION 15411
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SECTION 15420
DRAINAGE AND VENT PIPING
I PART I - GENERAL
1.1 RELATED DOCUMENTS
1
A.
Drawings and general provisions of the Contract apply to this Section.
1.2 SUMMARY
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A.
A.
This Section includes sanitary drainage and vent piping, and storm drainage piping inside building and to locations
indicated.
B.
Related Sections include the following:
1. Division 15 Section "Plumbing Specialties" for drainage and vent piping system specialties.
DEFINITIONS:
A. Sewerage Piping: Building sewer piping outside building that conveys sanitary sewage from building.
B.
C.
Drainage Piping: Building sewer piping outside building that conveys storm drainage from building.
Service Entrance Piping: Drainage piping at entry into buildi.ng between outside building sewer piping and inside
drainage piping.
Drainage and Vent Piping: Piping inside building that conveys waste water and vapors from fixtures and equipment
throughout the building.
D.
E.
The following are industry abbreviations for plastic and other piping materials:
I. PVC: Polyvinyl chloride.
F. Underground Piping: Piping located below slab or grade and to within 6-inches above slab or grade.
SYSTEM PERFORMANCE-REOUIREMENTS:
Provide components and installation capable of producing piping systems with the following minimum working-pressure
ratings, unless otherwise indicated:
SUBMITTALS:
1. Soil, Waste, and Vent Systems: lO-foot head of water.
A. Test Results and Reports: Specified in "Field Quality Control" Article.
QUALITY ASSURANCE:
B.
C.
A. Provide listing/approval stamp, label, or other marking on piping made to specified standards.
Comply with AS ME B31.9, "Building Services Piping," for materials, products, and installation.
Comply with NSF 14, "Plastics Piping Components and Related Materials," for plastic piping components. Include
marking with "NSF-dwv" for plastic drain, waste, and vent piping; "NSF-drain" for plastic drain piping; "NSF-tubular"
for plastic continuous waste piping; and "NSF-sewer" for plastic sewer piping.
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PART 2 - PRODUCTS
I~.I PIPES AND TUBES:
A. General: Applications of the following pipe and tube materials are indicated in Part 3 "Piping Applications" Article.
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B.
Install sleeve at each service entrance pipe penetration through foundation wall. Refer to Division IS Section "Basic
Mechanical Materials and Methods" for sleeves.
DRAINAGE AND VENT PIPING INSTALLATION:
A. Make changes in direction for drainage and vent piping using appropriate branches, bends, and long-sweep bends.
Sanitary tees and short-sweep l/4 bends may be used on vertical stacks if change in direction of flow is from horizontal
to vertical. Use long-turn, double Y -branch and lI8-bend fittings if2 fixtures are installed back to back or side by side
with common drain pipe. Straight tees, elbows, and crosses may be used on vent lines. Do not make change in direction
of flow greater than 90 degrees. Use proper size of standard increasers and reducers if different sizes of piping are
connected. Reducing size of drainage piping in direction of flow is prohibited.
Lay buried building drain piping beginning at low point of each system. Install true to grades and alignment indicated,
with unbroken continuity of invert. Place hub ends of piping upstream. Install required gaskets according to
manufacturer's written instructions for use of lubricants, cements, and other installation requirements. Maintain swab
in piping and pull past each joint as completed.
B.
c.
Install drainage and vent piping at the following minimum slopes, unless otherwise indicated:
1.
Sanitary Building Drain: 2 percent downward in direction offlow for piping 3-inch NPS and smaller; 1 percent
downward in direction of flow for piping 4-inch NPS and larger.
E.
2. Horizontal, Sanitary Drainage Piping: 2 percent downward in direction of flow.
3.
Vent Piping: 1 percent down toward vertical fixture vent or toward vent stack.
D. Install PVC plastic drainage piping according to ASTM D 2665.
Install underground PVC plastic drainage piping according to ASTM D 2321.
3.6 JOINT CONSTRUCTION:
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A.
B. PVC Piping Joints: Join drainage piping according to ASTM D 2665~
Refer to Division 15 Section "Basic Mechanical Materials and Methods" for basic piping joint construction.
C.
ABS to PVC Piping Transition Joints: Make nonpressure transition joints between ABS and PVC drainage components,
using fittings and procedure according to ASTM D 3138.
D. Handling of Solvent Cements, Primers, and Cleaners: Comply with procedures in ASTM F 402 for safe handling during
joining of plastic pipe and fittings.
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3.7
HANGER AND SUPPORT INSTALLATION:
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A.
6.
Refer to Division 15 Section "Hangers and Supports" for pipe hanger and support devices. Install the following:
1. Riser clamps, MSS Type 8 or Type 42, for vertical runs.
2.
3.
4.
5.
Adjustable steel clevis hangers, MSS Type 1, for individual, straight, horizontal runs 100 feet and less.
Adjustable roller hangers, MSS Type 43, for individual, straight, horizontal runs longer than 100 feet.
Spring cushion rolls, MSS Type 49, if indicated, for individual, straight, horizontal runs longer than 100 feet.
Pipe rolls, MSS Type 44, for multiple, straight, horizontal runs 100 feet or longer. Support pipe rolls on
trapeze.
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B. Install supports according to Division 15 Section "Hangers and Supports."
Spring hangers, MSS Type 52, for supporting base of vertical runs.
c.
Support vertical piping and tubing at base and at each floor.
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D. Rod diameter may be reduced one size for double-rod hangers, with 3/8-inch minimum rods.
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2.
Leave uncovered and unconcealed new, altered, extended, or replaced drainage and vent piping until it has been
tested and approved. Expose work that has been covered or concealed before it has been tested and approved.
Roughing-In Plumbing Test Procedure: Test drainage and vent piping, except outside leaders, on completion
of roughing-in. Close openings in piping system and fill with water to point of overflow, but not less than 10
feet of head. Water level must not drop from 15 minutes before inspection starts through completion of
inspection. Inspect joints for leaks.
Finished Plumbing Test Procedure: After plumbing fixtures have been set and traps filled with water, test
connections and prove they are gas tight and watertight. Plug vent-stack openings on roof and building drains
where they leave building. Introduce air into piping system equal to pressure of I-inch wg. Use U-tube or
manometer inserted in trap of water closet to measure this pressure. Air pressure must remain constant without
introducing additional air throughout period of inspection. Inspect plumbing fixture connections for gas and
water leaks.
3.
4.
5.
Repair leaks and defects using new materials and retest piping or portion thereof until satisfactory results are
obtained.
6. Prepare reports for tests and required corrective action.
CLEANING AND PROTECTING:
A.
B.
Clean interior of piping system. Remove dirt and debris as work progresses.
Protect drains during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from
traffic and construction work.
C.
D.
Place plugs in ends of uncompleted piping at end of day and when work stops.
Exposed PVC Piping: Protect plumbing vents exposed to sunlight with 2 coats of water-based latex paint.
END OF SECTION 15420
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SECTION IS430
PLUMBING SPECIALTIES
A.
Drawings and general provisions of the Contract apply to this Section.
1.2 SUMMARY
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A.
This Section includes plumbing specialties for the following:
1. Water distribution systems. .
2. Soil, waste, and vent systems.
B.
Related Sections include the following:
1.
Division IS Section "Basic Mechanical Materials and Methods" forpipingjoining materials,joint construction,
basic installation requirements, and labeling and identifying requirements; and escutcheons, dielectric fittings,
sleeves, and sleeve seals that are not in this Section.
2.
Division 15 Section "Valves" for general-duty ball, butterfly, check, gate, and globe valves.
3.
Division is Section "Meters and Gages" for thermometers, pressure gages, and fittings.
4.
5.
Division 15 Section "Water Distribution Piping" for water-supply piping and connections.
Division 15 Section "Drainage and Vent Piping" for drainage and vent piping and connections.
SYSTEM PERFORMANCE REOUIREMENTS
A. Provide components and installation capable of producing piping systems.with following minimum working-pressure
ratings, unless otherwise indicated:
1. Water Distribution Piping: 125 psig.
2. Soil, Waste, and Vent Piping:. 10-foot head of water.
SUBMITTALS
A.
Product Data: For each plumbing specialty indicated. Include rated capacities of selected equipment and shipping,
installed, and operating weights.. Indicate materials, finishes, dimensions, required clearances, and methods of assembly
of components; and piping and wiring connections for the following plumbing specialty products: .
1. Backflow preventers.
2. Water regulators.
3. Water filters.
4. Strainers.
5. Water hammer arresters.
6. Trap seal primer valves and systems.
7. Hose bibbs and hydrants.
8. Outlet boxes and washer-supply outlets.
9. Clean outs.
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2.
Water Regulators:
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a.
b.
c.
ApoIlo/Conbraco Industries, Inc. 36H Series
Watts Industries, Inc.; 223 Series
Zurn Industries, Inc.; Wilkins Div. 500 Series
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3. Water Filters:
I,
a. AMETEK, Inc.; Plymouth Products Div.
b. Campbell Manufacturing, Inc.
c. Filtrine Manufacturing Co.
d. Manitowoc Co., Inc.
e. Memtec America Corp.; Filterite Div.
f. Service Filtration Corp.; Filterspun Div.
g. Watts Industries, Inc.; Water Products Div.
. h. Whatman, Inc.
Thermostatic Water Mixing Valves:
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AppoIIo/Conbraco Industries, Inc.
Bradley Corp.
Lawler Manufacturing Co., Inc.
Leonard Valve Co.
Mark Controls Corp.; Powers Process Controls.
Symmons Industries, Inc.
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a.
b.
c.
d.
e.
f.
5. Outlet Boxes:
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a.
b.
c.
d.
e.
f.
g.
Acorn Engineering Co.
Guy Gray Manufacturing Co., Inc.
IPS Corp.
LSP-Specialty Products Co.
Oatey Co.
Plastic Oddities, Inc.
Symmons Industries, Inc.
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6.
Washer-Supply Outlets:
a. B & K Industries, Inc:
b. IMI Cash Valve.
c. Symmons Industries; Inc.
d. Watts Industries, Inc;; Water Products Div.
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7.
Hydrants:
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a. JosamCo.
b. Smith: Jay R. Smith Mfg. Co.
c. Tyler Pipe; Wade Div.
d. Watts Industries, Inc.; Water Products Div.
e. Woodford Manufacturing Co.
f. Zurn Industries, Inc.; Hydromechanics Div.
Water Hammer Arresters:
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a. Josam Co.
b. Smith: JayR. Smith Mfg. Co.
c. Tyler Pipe; Wade Div.
d. Watts Industries, Inc.;
e. Zum Industries, Inc.; Hydromechanics Div.
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D.
Double-Check Backflow Prevention Assemblies: ASSE 1015, suitable for continuous pressure application. Include
shutoff valves on inlet and outlet, and strainer on inlet; and test cocks with 2 positive-seating check valves.
E.
1.' Pressure Loss: 5 psig maximum, through middle one-third of flow range.
Antisiphon-Pressure_ Type Vacuum Breakers: ASSE 1020, suitable for continuous pressure application. Include shutoff
valves, spring-loaded check valve, spring-loaded floating disc, test cocks, and atmospheric vent.
1.
Pressure Loss: 5 psig maximum, through middle one-third of flow range.
F. Dual-Check- Valve-Type Backflow Preventers: ASSE 1024, suitable for continuous pressure application. Include union
inlet and 2 independent check valves.
WATER REGULA TORS
A.
General: ASSE 1003, water regulators, rated for initial working pressure of 150 psig minimum, of size, flow rate, and
inlet and outlet pressures indicated. Include integral factory-installed or separate field-installed Y -pattern strainer.
1. 2-Inch NPS and Smaller: Bronze body with threaded ends.
2.
2-1I2-Inch NPS and Larger: Bronze or cast-iron body with flanged ends. Include A WW A C550 or FDA- .
approved interior epoxy coating for regulators with cast-iron body.
3.
4.
Interior Components: Corrosion-resistant materials.
Exterior Finish: Polished chrome-plate if used in chrome-plated piping system.
B. Single-seated, direct-operated type.
WATER FILTERS
A.
General: Cartridge-type assemblies suitable for potable water of size and at flow rate and pressure loss indicated.
Include housing, fittings, filter cartridges, and cartridge end caps.
Wall-Mounting Type: Housing head section with threaded inlet and outlet, mounting bracket, and removable lower
section for 10-inch-Iong filter cartridge. .
1. Housing Material: Plastic, 125-psig minimum operating pressure.
2. Cartridge: Pleated-polypropylene filter media, 10 inches,. 1 O-micron-particulate removable rating.
B.
THERMOSTATIC WATER MIXING VALVES
A.
General: ASSE 1017, manually adjustable, thermostatic water mixing valve with bronze body. Include check stop and
union on hot- and cold-water.;.supply inlets, adjustable temperature setting, and capacity at pressure loss as indicated.
1. Bimetal Thermostat,' Operation and Pressure Rating: 125 psig minimum.
2. Liquid-Filled Motor, Operation and Pressure Rating: 100 psig minimum.
Thermostatic Water Mixing Valves: Unit, with the following:
B.
1.
2.
3.
STRAINERS
Piping, of sizes and in arrangement indicated. Include valves and unions.
Piping Component Finish: Satin spray.
Thermometer: Manufacturer's standard.
A.
Strainers: Y -pattern, unless otherwise indicated, and full size of connecting piping. Include ASTM A 666, Type 304,
stainless-steel screens with 3/64-inch round perforations, unless otherwise indicated.
1. Pressure Rating: 125-psig minimum steam working pressure, unless otherwise indicated.
2.
4-Inch NPS and Smaller: Bronze body, with female threaded ends. Include ball valve of place of blow off plug.
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c.
Air-Admittance Valves: Plastic housing with mechanical-operation sealing diaphragm, designed to admit air into
drainage and vent piping and to prevent transmission of sewer gas into building.
1.
Stack Vent Valve: ASSE 1050, designed for installation as terminal on soil, waste, and vent stacks, instead of
stack vent extending through roof, in 2- to 4-inch NPS.
2. Fixture Vent Valve: ASSE 1051, designed for installation on waste piping, instead of vent connection, for
single fixture, in 1-1/4- to 2-inch NPS.
D.
Roof Flashing Assemblies: Manufactured assembly made of 4-lb/sq. ft., O.0625-inch-thick, lead flashing collar and skirt
extending at least 8 inches from pipe with galvanized steel boot reinforcement, and counterflashing fitting.
Open Drains: Shop or field fabricate from ASTM A 74, Service class, hub-and-spigot, cast-iron, soil-pipe fittings.
Include P-trap, hub-and-spigot riser section oflength to provide depth indicated; and where indicated, increaser fitting
of size indicated, joined with ASTM C 564 rubber gaskets. Size P-trap as indicated.
Deep-Seal Traps: Cast iron or bronze, with inlet and outlet matching connected piping, cleanout where indicated, and
trap seal primer valve connection where indicated.
E.
F.
1.
2.
2-Inch NPS: 4-inch-minimum water seal.
2-112 Inch NPS and Larger: 5-inch-minimum water seal.
G.
Vent Terminals: Commercially manufactured, shop-fabricated or field-fabricated, frost-proof assembly constructed of
galvanized steel, copper, or lead-coated copper. Size to provide I-inch enclosed air space between outside of pipe and
inside of flashing collar extension, with counterflashing, as indicated.
FLASHING MA TERlALS
A. Elastic Membrane Sheet: ASTM D 4068, flexible, chlorinated polyethylene, 40-mil minimum thickness.
B.
C.
Fasteners: Metal compatible with material and substrate being fastened.
Metal Accessories: Sheet metal strips, clamps, anchoring devices, and similar accessory units required for installation;
matching or compatible with material being installed.
Solder: ASTM B 32, lead-free alloy.
D.
E.
Bituminous Coating: SSPC-Paint 12, solvent-type, bituminous mastic.
CLEANOUT
A. Cleanout: Where plumbing specialties of this designation are indicated, provide products complying with the following
and with the Fixture Schedule on the drawings.
I. Applicable Standard: ASME AI12.36.2M. ASME Al 12.3.1.
FLOOR DRAIN
A. Floor Drain: Where plumbing specialties of this designation are indicated, provide products complying with the
following and with Fixture Schedule on drawings:
1.
Applicable Standard: ASME A 1 12. 21.1M. ASME A 112.21.1 Mfloor drain with ASME A 112.14.1 backwater
valve. ASME AI12.3.1.
GREASE INTERCEPTOR (TRAP):
A. Grease Interceptor: Where plumbing specialties of this designation are indicated, provide products complying with
fixture schedule and details on drawings.
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T. Secure supplies to supports or substrate.
U. Install individual stop valve in each water supply to plumbing specialties. Use ball, gate, or globe valve if specific valve
is not indicated.
V. Install water-supply stop yalves in accessible locations.
W. Install traps on plumbing specialty drain outlets. Omit traps on indirect wastes unless trap is indicated.
X. Locate drainage piping as close as possible to bottom of floor slab supporting fixtures and drains.
Y. Install escutcheons at wall, floor, and ceiling penetrations in exposed finished locations and within cabinets and
millwork. Use deep-pattern escutcheons if required to conceal protruding pipe fittings.
Z. Include wood-blocking reinforcement for recessed and wall-mounting plumbing specialties.
CONNECTIONS
A. Piping installation requirements are specified in other Division 15 Sections. Drawings indicate general arrangement of
piping, fittings, and specialties. The following are specific connection requirements:
1. Install piping connections between plumbing specialties and piping specified in other Division 15 Sections.
2. Install piping connections indicated between appliances and equipment specified in other Sections; connect
directly to plumbing piping systems.
3. Install piping connections indicated as indirect wastes from appliances and equipment specified in other
Sections, to spill over receptors connected to plumbing piping systems.
B. Install hoses between plumbing specialties and appliances as required for connections.
C. Arrange for electric-power connections to plumbing specialties and devices that require power. Electric power is
specified in Division 16 Sections.
D. Supply Runouts to Plumbing Specialties: Install hot- and cold-water-supply piping of sizes indicated, but not smaller
than required by authorities having jurisdiction.
E. Drainage Runouts to Plumbing Specialties: Install drainage and vent piping, with approved trap, of sizes indicated, but
not smaller than required by authorities having jurisdiction.
F. Ground electric-powered plumbing specialties.
1. Tighten electrical connectors and tenninals according to manufacturer's published torque-tightening values.
Where manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B.
G.
Arrange for electric-power connections to plumbing specialties and devices that require power. Electric power, wiring,
and disconnect switches are specified in Division 16 Sections.
FLASHING INST ALLA TION
A. Fabricate flashing manufactured from single piece unless large pans, sumps, or other drainage shapes are required.
B.
C.
D.
Burn joints of lead sheets where required.
Solder joints of copper sheets where required.
Install sheet flashing on pipes, sleeves, and specialties passing through or embedded in floors and roofs with waterproof
membrane.
1.
Pipe Flashing: Sleeve type, matching pipe size, with minimum length of 10 inches, and skirt or flange
extending at least 8 inches around pipe.
2.
3.
Sleeve Flashing: Flat sheet, with skirt or flange extending at least 8 inches around sleeve.
Embedded Specialty Flashing: Flat sheet, with skirt or flange extending at least 8 inches around specialty.
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SECTION 15440
PLUMBING FIXTURES
I
PART I - GENERAL
1.1 RELATED DOCUMENTS:
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A. This Section includes plumbing fixtures and trim, faucets, other fittings, and related components.
B. Related Sections: The following Sections contain requirements that relate to this Section:
I. Division 15 Section "Valves" for general-duty valves used as supply stops.
2. Division 15 Section "Plumbing Specialties" for backflow preventers and other specialties not specified in this
Section.
DEFINITIONS:
A. Accessible: Plumbing fixture, building, facility, or portion thereof that can be approached, entered, and used by
physically handicapped, disabled, and elderly people.
B. Fitting: Device that controls flow of water into or out of plumbing fixture. Fittings specified in this Section include
supplies and stops, faucets and spouts, shower heads and tub spouts, drains and tailpieces, traps and waste pipes. Pipe
fittings, tube fittings, and general-duty valves are included where indicated.
SUBMITTALS:
A. General: Submit each item in this Article according to the Conditions of the Contract.
B. Product Data for each plumbing fixture category and type specified. Include selected fixture, trim, fittings, accessories,
appliances, appurtenances, equipment, and supports. Indicate materials and finishes, dimensions, construction details,
and flow-control rates.
C. Wiring diagrams from manufacturer for electrically operated units.
D. Maintenance data for plumbing fixtures and components to include in the operation and maintenance manuals.
QUALITY ASSURANCE:
A. Source Limitations: Obtain plumbing fixtures, faucets, and other components of each category from one Source and by
a single manufacturer.
I. Exception: Where fixtures, faucets, or other components are not available from a single manufacturer, obtain
similar products from other manufacturers specified for this category.
B. Regulatory Requirements: Comply with requirements of CABO All?I, "Accessible. and Usable Buildings and
Facilities"; Public Law 90-480, "Architectural Barriers Act"; and Public Law 101-336, "Americans with Disabilities
Act"; regarding plumbing fixtures for physically handicapped people.
C. Energy Policy Act Requirements: Comply with requirements of Public Law 102-486, "Energy Policy Act," regarding
water flow rate and water consumption of plumbing fixtures. .
D. Listing and Labeling: Provide electrically operated fixtures and components specified in this Section that are listed and
labeled.
I. The Terms "Listed" and "La~eled": As defined in the National Electrical Code, Article 100.
E. Select combinations of fixtures and trim, faucets, fittings, and other components that are compatible.
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MISCELLANEOUS COMPONENT STANDARDS:
A. Comply with applicable standards below and other requirements specified for components for plumbing fixtures,
equipment, and appliances.
I. Hose~Coupling Threads: ASME B 1.20.7.
2. Pipe Threads: ASME B 1.20.1.
3. Supply and Drain Insulation Kits: CABO A 117.1.
4. Supports: ASME AI12.6.IM.
FITTINGS:
A. Supplies:
I. Manufacturers and Models:
a. McGuire BV Series
b. B&K 490 Series with 5" chrome plated brass nipple
c. Brasscraft KTCS Series
B.
2. Supply Inlet: Brass pipe or copper tube, size required for final connection.
3. Supply Stops: Chrome-plated brass, angle; chrome-plated brass ball with PTFE seats; quarter-turn operation;
Yz" sweat extension tube inlet and 3/8" o.d. compression outlet; same size as supply inlet and with outlet
matching supply riser, chrome handle.
4. Supply Risers: 3/8" NPS flexible copper tube with knob end. Use chrome-plated tube for exposed applications.
Traps and Wastes:
I. Manufacturers:
a.
b.
c.
McGuire
EBC
Dearborne
2.
Traps: Tubular brass with 0.045" (17 ga.) Wall thickness, slip-joint inlet, cleanout, walIflange, escutcheons,
and size to match equipment. Use chrome-plated tube for exposed applications.
Continuous Waste: Tubular brass, 0.045"(17 ga.) Wall thickness, with-slip-joint inlet, and size to match
equipment. .
Indirect Waste: Hard copper DWV tube and solder joint fittings; size to match equipment.
3.
4.
PART 3 - EXECUTION
3.1 EXAMINATION:
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A.
Examine roughing-in for potable, hot- and cold-water supply piping systems; soil, waste, and vent piping systems; and
supports. Verify that locations and sizes of piping and locations and types of supports match those indicated, before
installing and connecting fixtures. Use manufacturer's roughing-in data when roughing-in data are not indicated.
B. Examine walls, floors, and cabinets for suitable conditions where fixtures are to be installed.
C. Do not proceed until unsatisfactory conditions have been corrected.
APPLICATIONS:
A. Include supports for plumbing fixtures according to the following:
1. Reinforcement: For floor-mounted lavatories and sinks that require securing to wall and recessed, box-
mounted, electric water coolers.
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B. Supply and Waste Connections to Plumbing Fixtures: Refer to plumbing fixture schedules at the end of this Section for
fitting sizes and connection requirements for each plumbing fixture.
C. Supply and Waste Connections to Equipment Specified in Other Sections: Connect equipment with supply inlets, supply
stops, supply risers, and traps specified in this Section. Use fitting sizes required to match connected equipment.
Connect fittings to plumbing piping.
D. Ground equipment.
I. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values.
Where manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B.
E. Arrange for electric-power connections to fixtures and devices that require power. Electric power is specified in
Division 16 Sections.
FIELD OUALITY CONTROL:
A. Verify that installed fixtures are categories and types specified for locations where installed.
B. Check that fixtures are complete with trim, faucets, fittings, and other specified components.
C. Inspect installed fixtures for damage. Replace damaged fixtures and components.
D. Test installed fixtures after water systems are pressurized and demonstrate proper operation. Replace malfunctioning
fixtures and components, then retest. Repeat procedure until units operate properly.
ADJUSTING AND CLEANING:
A. Operate and adjust faucets and controls. Replace damaged and malfunctioning fixtures, fittings, and controls.
B. Adjust water pressure at drinking fountains, electric water coolers, faucets, shower valves, and flushometer valves having
controls, to produce proper flow and stream.
C. Replace washers and seals of leaking and dripping faucets and stops.
D. Clean fixtures, faucets, and other fittings with manufacturers' recommended cleaning methods and materials. Include
the following:
I. Remove faucet spouts and strainers, remove sediment and debris, and reinstall strainers and spouts.
2. Remove sediment and debris from drains.
PROTECTION:
A. Provide protective covering for installed fixtures and fittings.
B. Do not allow use of fixtures for temporary facilities, except when approved in writing by Owner.
LA V A TORY SCHEDULE:
A. Lavatory: Where plumbing fixtures of this designation are indicated, provide products complying with the following
and with the Plumbing Fixture Schedule on the drawings:
1. Products: . Subject to compliance with requirements, provide one of the following:
2. Vitreous-China Lavatory:
a. American Standard, Inc.
b. Crane Plumbing
c. Eljer Industries.
d. Kohler Co.
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SECTION 15462
FUEL-FIRED WATER HEATERS
PART 1 - GENERAL
RELA TED DOCUMENTS:
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A. This Section includes the following:
1. Gas water heaters.
.2. Water heater accessories.
B. Related Section: Division 15 Section "Plumbing Specialties" contains requirements that relate to this Section.
SUBMITTALS:
A. General: Submit each item in this Article according to the Conditions of the Contract.
B. Product Data including rated capacities of selected models, weights (shipping, installed, and operating), furnished
specialties, and accessories. Indicate dimensions, finishes and coatings, required clearances, methods of a~sembly of
components, and piping and wiring connections.
C. Shop Drawings showing layout of each unit, including tanks, pumps, controls, related accessories, and piping.
D. Setting Drawings with templates and directions for installing foundation bolts, anchor bolts, and other anchorages.
E. . Wiring diagrams from manufacturers detailing electrical requirements for electrical power supply wiring to water heaters.
Include ladder-type wiring diagrams for interlock and control wiring required for final installation of water heaters and
controls. Differentiate between factory-installed and field-installed wiring.
F. Product certificates signed by manufacturers of water heaters certifying that their products comply with specified
requirements.
G. Certificates of shop inspection and data report as required by provisions of AS ME Boiler and Pressure Vessel Code,
when ASME construction is indicated.
H. Field quality-control installation reports.
I. Maintenance data for water heaters to include in operation and maintenance manuals. Include startup instructions.
QUALITY ASSURANCE:
A. AGA Standards: Comply with AGA standards and bear AGA certification label.
B. ASHRAE Standard: Comply with performance efficiencies prescribed in ASHRAE 90.1, "Energy Efficient Design of
New Buildings."
C. NFP A Standard: Comply with NFP A 70, "National Electrical Code," fOf electrical components.
D. Listing and Labeling: Provide electrically operated water heater controls and components specified in this Section that
are listed and labeled.
1. The Terms "Listed" and "Labeled": As defined in National Electrical Code, Article 100.
E. Product Options: Drawings indicate size, profiles, connections, dimensional requirements, and characteristics of water
heaters and accessories and are based on specific types and models indicated. Other manufacturers' water heaters and
accessories with equal performance characteristics may be considered.
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COMMERCIAL, STORAGE. A TMOSPRERIC, GAS WATER REA TERS:
A. Description: ANSI Z21.1 0.3, commercial, storage, atmospheric, gas water heater; with capacity more than 40 gal. and
natural-gas input more than 75,000 Btuh.
B. Storage Tank Construction: Steel with 150-psig working-pressure rating.
C. Burner: Manufacturer's standard atmospheric, for natural-gas fuel.
D. Gas Shutoff Valve: ANSI 221.15, manually operated. Furnish for installation in piping.
E. Pressure Regulator: ANSI Z21.18, factory or tield installed, for gas appliances. Provide regulators with pressure rating,
capacity, and pressure differential required for water heater and gas supply.
F. Automatic Ignition: ANSI Z21.20, automatic gas-ignition system and components.
G. Automatic Damper: ANSI Z21.66, gas-tired-appliance, automatic-vent-damper ctevice.
H. Draft Hood: Manufacturer's standard draft diverter; comply with ANSI 221.12.
I. Combination Temperature and Pressure Relief Valve: ASME rated and stamped and complying with AS ME PTC 25.3
and ANSI Z21.22. Include relieving capacity at least as great as heat input and pressure setting less than water heater
working-pressure rating. Select reliefvalve with sensing element that extends into tank.
J. Vacuum Relief Valve: Comply with AS ME PTC 25.3. Furnish for installation in piping.
1. Exception: Omit where water heater has integral vacuum relieving device.
COMPRESSION TANKS:
B. Description: Steel, pressured-rated tanks constructed with welded joints and factory-installed, butyl-rubber diaphragm.
Include air precharge to minimum system-operating pressure at tank.
C. Construction: l50-psig working-pressure rating.
D. Interior Finish: Materials that comply with requirements of applicable NSF, AWW A, or FDA and EPA regulatory
standards for tasteless and odorless, potable-water-tank linings.
PART 3 - EXECUTION
3.1 CONCRETE BASES:
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A. Install concrete bases of dimensions indicated for water heaters and accessories. Refer to Division 15 Section "Basic
Mechanical Materials and Methods."
WATER HEATER INST ALLA TION:
A.
General: Install water heaters on concrete bases. Set and connect units according to manufacturer's written instructions.
Install units plumb, level, and tirmly anchored in locations indicated. Maintain manufacturer's recommended clearances.
Install so controls and devices are accessible for service.
B.
C.
Anchor water heaters and storage tanks to substrate.
Install and connect gas water heaters according to NFP A 54.
I. Install gas pressure regulators on gas-burner inlets.
2. Install vent piping from gas-train pressure regulators and valves to outside of building where required.
Terminate vent piping with brass-screened vent cap titting. Do not combine vents except with approval of
authorities having jurisdiction.
Install temperature and pressure relief valves in top portion of storage water heater tanks and hot-water storage tanks.
Use reliefvalves with sensing elements that extend into tanks. Extend relief valve outlet with water piping in continuous
downward pitch and discharge to closest floor drain.
D.
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7. Check operation of pumps and circulators.
8. Test operation of safety controls, relief valves, and devices.
Perform the folIowing startup procedures;
I. Energize electric circuits.
2. . Adjust operating controls.
3. Adjust hot-water-outlet temperature settings.
END OF SECTION 15462
15462-5
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I; PART I - GENERAL
RELATED DOCUMENTS
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SECTION 15496
NATURAL GAS PIPING
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY
A. This Section includes piping, specialties, and accessories for natural gas systems within building and to point indicated.
B. Related Sections: The following Sections contain requirements that relate to this Section:
I. Division 15 Section "Meters and Gages" for pressure gages and fittings.
DEFINITIONS
A. Low-Pressure Natural Gas Piping: Operating pressure of 0.5 psig or less.
B. Medium-Pressure Natural Gas Piping: Operating pressure greater than 0.5 psig, but not greater than 2 psig.
C. High-Pressure Natural Gas Piping: Operating pressure greater than 2 psig, but not greater than 5 psig.
D. Gas Service: Pipe from gas main or other source to gas point of delivery for building being served. . Piping includes gas
service piping, gas valve, service pressure regulator, meter bar or meter support, and gas meter.
E. Gas Delivery Point: Gas meter or service pressure regulator outlet, or gas service valve if gas meter is not provided.
SYSTEM PERFORMANCE REQUIREMENTS
A. Minimum Working-Pressure Ratings: Except where otherwise indicated, minimum pressure requirements are as follows:
I. Low-Pressure Natural Gas Piping: 2 psig.
2. Medium-Pressure Natural Gas Piping: 10 psig.
3. High-Pressure Natural Gas Piping: 20 psig.
B. Approximate values of natural gas supplied for these systems are as follows:
1. . Heating Value: 1000 Btu/cu. ft.
2. Specific Gravity: 0.6.
SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of the Contract.
B. Product Data for each type of natural gas specialty and special-duty valve. Include pressure rating, rated capacity, and
settings of selected models.
C. Coordination Drawings for natural gas piping, including required clearances and relationship to other services for same
work areas.
D. Test reports specified in "Field Quality Control" Article in Part 3.
E. Maintenance data for natural gas specialties and special-duty valves to include in the operation and maintenance manual.
QUALITY ASSURANCE
A. Comply with NFPA 54, "National Fuel Gas Code," for gas piping materials and components; installations; and
inspecting, testing, and purging.
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4. Quick Connect Hoses & Fittings:
a. Dormant
PIPES AND TUBES
A. Steel Pipe: ASTM A 53; Type E, electric-resistance welded or Type S, seamless; Grade B; Schedule 40; black. All
exposed piping shaIl be brushed, primed and painted.
B. Quick Connect Tube & Fittings: Snealed 304 stainless steel tubing with multi-strand stainless steel braiding. Include
brass body quick-connect fittings and restraining cable.
PIPE AND TUBE FITTINGS
A. MaIleable-lron Threaded Fittings: AS ME BI6.3, Class 150, standard pattern, with threaded ends conforming to
ASME BI.20.1.
B. Unions: ASME BI6.39, Class 150, malleable iron with brass-to-iron seat, groundjoint, and threaded ends conforming
to ASME BI.20.1.
C. Cast-Iron Flanges and Flanged Fittings: ASME BI6.1, Classes 125 and 250.
D. Steel Fittings: ASME B 16.9, wrought steel, butt-welding type; and ASME B16. I I, forged steel.
E. Steel Flanges and Flanged Fittings: ASME BI6.5.
F. Bronze Flanges and Flanged Fittings: AS ME BI6.24, Class 150.
G. Stainless-Steel Tube Fittings: AGA LC I and AGA LC la, brass with threaded ends conforming to ASME B I .20.1 or
mechanical couplings, made by or for manufacturer of cOlrugated stainless-steel tubing.
H. Transition Fittings: Type, material, and end connections to match piping being joined.
JOINING MATERIALS
A. Common Joining Materials: Refer to Division 15 Section "Basic Mechanical Materials and Methods" for joining
materials not included in this Section.
B. Joint Compound and Tape: Suitable for natural gas.
e. Gasket Material: Thickness, material, and type suitable for natural gas.
VAL VES
A. Manual Valves: Conform to standards listed or, where appropriate; to ANSI Z21.15.
B. Gas Valves, 3-Inch NPS and Smaller: 250 psig WOG minimum, equivalent to ASME B 16.33, bronze body with chrome
plated brass ball and polytetrafluoroethylene (PTFE) seats imd seals Include lever handle or flit head and threaded ends
conforming to ASME B 1.20. I.
PIPING SPECIALTIES
A. Gas Pressure Regulators: ANSI Z2 I .18, single-stage, steel-jacketed, corrosion-resistant pressure regulators. Include
atmospheric vent, elevation compensator, with threaded ends conforming to ASME B 1.20.1 for 2~inch NPS and smaller
and flanged ends for 2-1 /2-inch NPS and larger. Regulator pressure ratings, inlet and outlet pressures, and flow volume
in cubic feet per hour of natural gas at specific gravity are as indicated.
I. Line Gas Pressure Regulators: Inlet pressure rating not less than system pressure.
2. Appliance Gas Pressure Regulators: Inlet pressure rating not less than system pressure, with capacity and
pressure setting matching appliance.
3. Gas Pressure Regulator Vents: Factory- or field-installed corrosion-resistant screen in opening when not
connected to vent piping.
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B.
Concealed Locations: Except as specified below, install concealed gas piping in airtight conduit constructed of Schedule
40, seamless, black steel pipe with welded joints. Vent conduit to outside and terminate with screened vent cap.
I.
Above-Ceiling Locations: Gas piping may be installed in accessible spaces, subject to approval of authorities
having jurisdiction, whether or not such spaces are used as plenums. Do not locate valves in such spaces.
2.
In Floors: Gas piping with welded joints and protective wrapping specified in "Protective Coating" Article in
Part 2 may be installed in floors, subject to approval of authorities having jurisdiction. Surround piping cast
in concrete slabs with minimum of 1-1/2 inches of concrete. Piping may not be in physical contact with other
metallic structures such as reinforcing rods or electrically neutral conductors. Do not embed piping in concrete
slabs containing quick-set additives or cinder aggregate.
In Floor Channels: Gas piping may be installed in floor channels, subject to approval of authorities having
jurisdiction. Channels must have cover and be open to space above cover for ventilation.
3.
4.
In Partitions: Do not install concealed piping in solid partitions. Protect tubing from physical damage when
installed inside partitions or hollow walls.
a. Exception: Tubing passing through partitions or walls.
In Walls: Gas piping with welded joints and protective wrapping specified in "Protective Coating" Article in
Part 2 may be installed in masonry walls, subject to approval of authorities having jurisdiction.
Prohibited Locations: Do not install gas piping in or through circulating air ducts, clothes or trash chutes,
chimneys or gas vents (flues), ventilating ducts, or dumbwaiter or elevator shafts.
5.
6.
a. Exception: Accessible above-ceiling space specified above.
C.
Drips and Sediment Traps: Install drips at points where condensate may collect. Include outlets of gas meters. Locate
where readily accessible to permit cleaning and emptying. Do not install where condensate would be subject to freezing.
1.
D.
Construct drips and sediment traps using tee fitting with bottom outlet plugged or capped. Use minimum-length
nipple of3 pipe diameters, but not less than 3 inches long, and same size as connected pipe. Install with space
between bottom of drip and floor for removal of plug or cap.
Conceal pipe installations in walls, pipe spaces, utility spaces, ~bove ceilings, below grade or floors, and in floor
channels, except where indicated to be exposed to view.
E.
F.
Install gas piping at uniform grade of 0.1 percent slope upward toward risers.
Use eccentric reducer fittings to make reductions in pipe sizes. Install fittings with level side down.
Connect branch piping from top or side of horizontal piping.
Install unions in pipes 2-inch NPS and smaller, adjacent to each valve, at final connection to each piece of equipment,
and _elsewhere as indicated. Unions are not required on flanged devices.
Install stainless-steel tube and fittings according to manufacturer's written instructions. Vent sleeved portion to exterior,
turn vent down and screen outlet.
G.
H.
I.
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Install dielectric fittings (unions and flanges) with ferrous and brass or bronze end connections, separated by insulating
material, where piping of dissimilar metals is joined.
Install dielectric fittings (unions and flanges) with 2 ferrous end connections, separated by insulating material, at outlet
from gas meter and, where indicated, for ferrous piping.
Install flanges on valves, specialties, and equipment having 2-1/2-inch NPS and larger connections.
Anchor piping to ensure proper direction of piping expansion and contraction. Install expansion joints, expansion loops,
and pipe guides as indicated.
K.
Install vent piping for gas pressure regulators and gas trains, extend outside building, and vent to atmosphere. Terminate
vents with turned-down, reducing-elbow fittings with corrosion-resistant insect screens in large end.
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ELECTRICAL BONDING AND GROUNDING
A. Install aboveground portions of natural gas piping systems that are upstream from equipment shutoff valves, electrically
continuous, and bonded to grounding electrode according to NFP A 70.
B. Do not use gas piping as grounding electrode.
FIELD OUALITY CONTROL
A. Inspect, test, and purge piping according to NFPA 54, Part 4 "Gas Piping Inspection, Testing, and Purging" and
requirements of authorities having jurisdiction.
B. Repair leaks and defects with new materials and retest system until satisfactory results are obtained.
C. Report test results promptly and in writing to Architect and authorities having jurisdiction.
D. VerifY capacities and pressure ratings of gas meters, regulators, valves, and specialties.
E. VerifY correct pressure settings for pressure regulators.
F. VerifY that specified piping tests are complete.
ADJUSTING
A. Adjust controls and safety devices. Replace damaged and malfunctioning controls and safety devices.
END OF SECTION 15496
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SECTION 15780
WALL-MOUNTED PACKAGED HEAT PUMP UNITS
PART 1 - GENERAL
RELA TED DOCUMENTS:
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A. This Section includes wall-mounted heat pump units.
B. Related Sections include the following:
1. Division 15 Section "Control Systems Equipment" for temperature-control devices, and control wiring and
control devices connected to units.
SUBMITTALS:
A. Product Data: Include manufacturer's technical data for each model indicated, including rated capacities of selected
model clearly indicated; dimensions; required clearances; shipping, installed, and operating weights; furnished
specialties; accessories; and installation and startup instructions.
B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, loadings, required clearances, method
of field assembly, components, and location and size of each field connection. Detail mounting, securing, and flashing
of roof curb to roof structure. Indicate coordinating requirements with roof membrane system.
1. WiringDiagrams: Detail wiring for power, signal, and control systems and differentiate between.manufacturer-
installed and field-installed wiring.
C. Commissioning Reports: Indicate results of startup and testing commissioning requirements. Submit copies of
checklists.
D. Maintenance Data: For equipment to include in the maintenance manuals.
E. Warranties: ,Special warranties specified in this Section.
QUALITY ASSURANCE:
A. Fabricate and label refrigeration system to comply with ASHRAE IS, "Safety Code for Mechanical Refrigeration."
B. Listing and Labeling: Provide electrically operated components specified in this Section that are listed and labeled.
1. The Terms "Listed" and "Labeled": As defined in the National Electrical Code, Article 100.
C. Comply with NFPA 70.
DELIVERY. STORAGE. AND HANDLING:
A. Deliver units as factory-assembled units with protective crating and covering.
B. Handle units to comply with manufacturer's written rigging and installation instructions for unloading and moving to
final location.
COORDINATION:
A. Coordinate installation of wall supports and openings.
WARRANTY:
A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner
may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other
warranties made by the Contractor under requirements of the Contract Documents.
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E. Outdoor Fans: Condenser fans shall consist of one or more propeller fan units having direct drive motors with standard
motor overload protection. Fans shall operate quietly with sufficient capacity for adequate air delivery.
F. Indoor and Outdoor Coils: Indoor and outdoor coils shall be of aluminum finned copper tube construction having not
less than three rows and arranged such that the units are repairable in the field. Copper tubing shall be 3/8 inch OD with
a minimum wall thickness of 0.16 inches. Aluminum fins shall be adequately secured to the copper tubing and spaced
no more than 14 per inch to allow for cleaning.
G. Electric Heater: Single stage electric heaters shall be provided in each unit having a capacity indicated on the drawings
to provide supplemental heat in addition to that provided by the heat pump for extreme cold weather conditions and
further to provide an alternate source of heat upon heat pump failure. The electric heater shall be of heavy duty durable
construction mounted with adequate clearance from combustible material and provided with safety devices including
that to prevent operation without sufficient air flow across the unit. .
H. Drain pan: A heavy duty steel or aluminum drain pan properly insulated shall be installed under the evaporator coils
to catch all condensate. The pan bottom shall be sloped for free drainage to a drain connection and a drain pipe shall
be provided extending through the bottom of the cabinet at a point at the front of the unit (8 inches minimum from the
building wall). Drain pipe extension shall be rigidly attached to the pan connection using a hose clamp or similar device.
1. Controls: Internal controls and wiring shall be such that the unit can be controlled using thermostats specified in
Division 15 "Controls Systems Equipment".
1. Provide also an outdoor air thermostat that will prevent operation of the auxiliary electrical heat when the
outdoor temperature is above 450 F.
2. All other controls, safety and protection devices shall be provided.
J. Dehumidification option shall include a hot gas reheat coil, return humidistat and associated control devices. When
cooing is not called for by the thermostat, but the humidity level exceeds setpoint, the unit shall operate in reheat mode
until the humidity setpoint is achieved or the thermostat calls for cooling. Humidistat shall be permanently mounted in
the unit return behind the return grille.
K. Furnish factory mounted circuit breaker on unit cabinet with lockable cover.
L. All dehumidification controls, dampers, damper motors and linkage shall be provided with the unit.
SOURCE QUALITY CONTROL:
A. Verification of Performance: Rate capacity according to ARI 210/240, "Unitary Air~Conditioning and Air Source Heat
Pump Equipment."
B. Sound Power Level Ratings: Comply with ARI 270, "Standard "for Sound Rating of Outdoor Unitary Equipment."
PART 3 - EXECUTION
3.1 EXAMINATION:
I
A.
Examine wall for compliance with requirements for conditions affecting installation and performance of units. Do not
'proceed with installation until unsatisfactory conditions have been corrected.
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3.2 INSTALLATION:
A.
Install units according to manufacturer's written instructions.
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B. Install units level and plumb, maintaining manufacturer's recommended clearances.
c.
Unit Support: Install unit on structures recommended by manufacturer. Coordinate wall penetrations and flashing with
wall construction.
D.
If shipped loose, mount unit humidistat in the unit return, behind the return grille. Connect wiring and commission for
operati on.
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1. Coil leaving-air, dry- and wet-bulb temperatures.
2. Coil entering-air, dry- and wet-bulb temperatures.
3. Outside-air, dry-bulb temperature.
4. Air-cooled-condenser, discharge-air, dry-bulb tempeniture.
N. Measure and record the following minimum and maximum airflows. Plot fan volumes on fan curve.
1. Supply-air volume.
2. Return-air volume.
3. Outside-air intake volume.
O. Simulate maximum cooling demand and check the following:
1. Compressor refrigerant suction and hot-gas pressures.
2. Short circuiting air through condenser or from condenser to outside-air intake.
P. After starting and performance testing, change filters, vacuum heat exchanger and cooling and condenser coils, lubricate
bearings. .
DEMONSTRATION:
A. Engage a factory-authorized service representative to train Owner's maintenance personnel as specified below:
1. Train Owner's maintenance personnel on procedures and schedules related to startup and shutdown,
troubleshooting, servicing, and preventive maintenance.
2. Review data in the maintenance manuals.
3. Schedule training with Owner, through Architect, with at least 7 days' advance notice.
END OF SECTION 15780
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SECTION 15853
POWER AND GRAVITY VENTILATORS
PART 1 -GENERAL
RELA TED DOCUMENTS
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY
A. This Section includes the following:
1. Centrifugal wall ventilators.
B. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 15 Section "Control Systems Equipment" for control devices.
PERFORMANCE.REOUJREMENTS
A. Project Altitude: Base air ratings on sea-level conditions.
B. Operating Limits: Classify according to AMCA 99.
C. Fan Unit Schedule: The following information is described in an equipment schedule on the Drawings.
1. Fan performance data including capacities, outlet velocities, static pressures, sound power characteristics, motor
requirements, and electrical characteristics.
2. Fan arrangement including wheel configuration, inlet and discharge configurations, and required accessories.
SUB MITT ALS
A. General: Submit each item in this Article according to the Conditions of the Contract.
B. Product Data including rated capacities of each unit, weights (shipping; installed, and operating), furnished specialties,
accessories, and the following:
1. Certified fan performance curves with system operating conditions indicated.
2. Certified fan sound power ratings.
. 3. Motor ratings and electrical characteristics. plus motor and electrical accessories.
4. Material gages and finishes, including color charts.
5. Dampers, including housings, linkages, and operators.
C. Shop Drawings from manufacturer detailing equipment assemblies and indicating dimensions, weights, loadings,
required clearances, method of field assembly, components, and location and size of each field connection.
D. Wiring diagrams detailing wiring for power and control systems and differentiating clearly between manufacturer-
installed and field-installed wiring.
E. Maintenance data for power ventilators to include in the operation and maintenance manual.
OUALITY ASSURANCE
A. Electrical Component Standard: Provide components that comply with NFP A 70 and that are listed and labeled by UL
where available.
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2. Disconnect Switch: Nonfusible type, with thermal~overload protection mounted inside fan housing, factory
wired through internal aluminum conduit.
3. Bird Screens: Removable, I/2-inch mesh, aluminum or brass wire.
MOTORS
A. Refer to Division .15 Section "Motors" for general requirements for factory-installed motors.
B. Motor Construction: NEMA MG 1, general purpose, continuous duty, Design B. Furnish high efficiency motors for
all above 1 horsepower.
C. Enclosure Type: The following features are required as indicated:
1. Open dripproof motors where satisfactorily housed or remotely located during operation.
2. Guarded dripproof motors where exposed to contact by employees or building occupants.
FACTORY FINISHES
A. Sheet Metal Parts: Prime coat before final assembly.
B. Exterior Surfaces: Baked-enamel finish coat after assembly.
e. Aluminum Parts: No finish required.
SOURCE QUALITY CONTRQL
A. Testing Requirements: The following factory tests are required as indicated:
1. Sound Power Level Ratings: Comply with AMCA 301, "Methods for Calculating Fan Sound Ratings From
Laboratory Test Data." Test fans according to AMCA 300, "Reverberant Room Method for Sound Testing of
Fans." Label fans with the AMCA Seal.
2. Fan Performance Ratings: Establish flow rate, pressure, power, air density, speed of rotation, and efficiency
by factory tests and ratings accordingtoAMCA 210, "Laboratory'Methods of Testing Fans for Rating."
3.1
PART 3 - EXECUTION
EXAMINATION
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A. Examine areas and conditions for compliance with requirements of installation tolerances and other conditions affecting
performance of the power ventilators. - Do not proceed with installation until unsatisfactory conditions have been
corrected. .
INST ALLA TION
A.
B.
e.
D.
Install power ventilators according to manufacturer's written instructions.
Support units using the devices indicated.
Install units with clearances for service and maintenance.
Label units according to requirements specified in Division 15.
CONNECTIONS
A. Duct installation and connection requirements are specified in other Division 15 Sections. Drawings indicate the general
arrangement of ducts and duct accessories. Make final duct connections with flexible connectors.
B.
e.
Electrical: Confonn to applicable requirements in Division 16 Sections.
Grounding: Ground equipment. Tighten electrical connectors and tenninals, including grounding connections, according
to manufacturer's published torque-tightening values. Where manufacturer's torque values are not indicated, use those
specified in UL 486A and UL 486B. .
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SECTION 15855
. DIFFUSERS, REGISTERS, GRILLES AND LOUVERS
P ART I - GENERAL
1.1 RELA TED DOCUMENTS:
A.
Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A. This Section includes ceiling- and wall-mounted diffusers, registers, grilles and louvers.
B. Related Sections include the following:
I. Division 15 Section "Duct Accessories" for fire and smoke dampers and volume-control dampers not integral
to diffusers, registers, and grilles.
2. Division 15 Section "Testing, Adjusting, and Balancing" for balancing diffusers, registers, and grilles.
DEFINITIONS:
A. Diffuser: Circular, square, or rectangular air distribution outlet, generally located in the ceiling and comprised of
deflecting members discharging supply air in various directions and planes and arranged to promote mixing of primary
air with secondary room air. .
B. Grille: A louvered or perforated covering for an opening in an air passage, which can be located in a sidewall, ceiling,
or floor.
C. Register: A combination grille and damper assembly over an air opening.
D. Louver: Exterior wall air device which resists the penetration of rain.
SUBMITTALS:
A. Product Data: For each model indicated, include the following:
I. Data Sheet: For each type of air outlet and inlet, and accessory fumished;indicate construction, finish, and
mounting details.
2. Performance Data: Include throw and drop, static-pressure drop, and noise ratings for each type of air outlet
and inlet.
. 3. Schedule of diffusers, registers, and grilles indicating drawing designation, room location, quantity, model
number, size, and accessories furnished.
4. Assembly Drawing: For each. type of air outlet and inlet; indicate materials and methods of assembly of.
components.
B. Coordination Drawings: Reflected ceiling plans and wall elevations drawn to scale to show locations and coordination
of diffusers, registers, and grilles with other items installed in ceilings and walls.
QUALITY ASSURANCE:
A. Product Options: Drawings and schedules indicate specific requirements of diffusers, registers, grilles and louvers..and
are based on the specific requirements of the systems indicated. Other manufacturers' products with equal performance
characteristics may be considered.
B. NFP A Compliance: Install diffusers, registers, grilles and louvers according to NFP A 90A, "Standard for the Installation
of Air-Conditioning and Ventilating Systems." .
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SECTION 15889
RANGE HOOD SYSTEMS
PART 1 - GENERAL
RELATED DOCUMENTS
A. Drawings and general provisions of the Contract apply tothis Section.
SUMMARY
A. This Section includes kitchen range hoods.
B. Related Sections: The following sections contain requirements that relate to this Section:
1. Division 15, Section "Hangers and Supports".
2. Division 15, Section "Metal Ductwork".
3. Division 16, miscellaneous electrical sections.
SUB MITT ALS
A. General: Submit each item in this Article according to the Conditions of the Contract.
B. Product data for each range hood, including the following:
1. Unit Weight.
2. Furnished Accessories.
3. Installation and Startup Instructions.
C. Shop drawings detailing fabrication and installation of range hood, including plans, elevations, sections, component
details, attachments and other construction elements. Include the following:
1. Dimensions.
2. Weight loadings and distribution.
3. Clearances for maintenance and operation.
4. . Size and location of field connections.
5. Mounting details.
6. Wiring diagrams.
D. Maintenance data for each hood system to include in the Operating and Maintenance Manual.
E. Certification letter from the manufacturer stating that therangehood system has been through startup procedures and that
it is functioning properly.
QUALITY ASSURANCE
A. Manufacturer Qualifications: Firm experienced in manufacturing range hood systems similar to those indicated for this
Project and that have a record of successful in-service performance.
B. Installer Qualifications: Engage an experienced installer who has successfully installed similar range hoods.
C. U.L. Listing: Hood shall bear the U.L. Listed nameplate in accordance with u.L. 710.
D. NEC Compliance: Comply with applicable NEC requirements pertaining to electrical power and control wiring.
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5. Fan and light controls shall be mounted on face of canopy in factory installed stainless steel wireway system
similar in design to Wiremold boxes with a stainless steel vertical raceway welded to the hood face _ all with
No, 3 finish. Provide separate switching for supply air and exhaust air (two switches), all with signal lights.
6. Complete drawings of the system installation including the hood(s), exhaust duct(s), and appliances, along with
the interface of the fire extinguishing system detectors, piping, nozzles, fuel shut-off devices, agent storage
container(s), and manual actuation device(s) shall be submitted to the authority having jurisdiction.
FAN PACKAGE
A. Provide wall mounted exhaust fan of size and capacity as indicated on the plans. The assembly shall be a complete
system and shall include the following:
1. Sidewall exhaust fan shaH be constructed of aluminum and shaH conform to AMCA, u.L. 762 Listed for use
with restaurant exhaust applications. Fan shaH have grease drain container with tight fitting lid.
2. Supply air fan package shaH be constructed of weatherproof baked enamel finished 16 gauge galvanized steel.
Supply fan shaH be forward curved centrifugal type with adjustable belt drive and mounted on vibration
isolators. Fan wheel shaH be constructed of galvanized steel and fan bearings shaH be sized for an average life
of200,000 hours. Unit shaH he complete with adjustable angle iron support legs and mounted on an equipment
rail. The inlet shaH contain a bird screen and 1 inch washable U.L. Listed aluminum filters sized for 500 fpm
max. face velocity.. Provide motorized 2-position multi-shutter outside air damper. Filters shall be easily
removable. Shop drawings submittal shaH include fan curves. Access panels shall be side aFcess. (Top access
is not acceptable.)
3. Master electric pre-wired weatherproof control panel, factory mounted on rooftop fan package with: Main
power source fused disconnect switch; control circuit terminal strip; magnetic motor starters with motor
overload protection, relays, transformer and fused control circuit. Panel shall be mounted as indicated and
single discoimect shaH control both supply and exhaust fan. Panel shall be weather proof.
4. Wiring shaH be provided in conduit conforming toNFP A Standard 70 and designed to withstand effects of heat ,
vapor and grease on the equipment. Wiring shaH include control wiring to conduit to. the opening in top of
canopy, connecting wiring and conduit from master electric control panel to supply and exhaust fans.
5. Gas Heater: Fan package preheatef(s) shall be indirett-fired gas, A.G.A. design certified and C.G.A. approved.
The unit shaH include, but not be limited to: Heavy duty stainless steel burners and heat exchanger, main gas
pressure regulator, pilot gas cock, main modulating gas valve, electric spark ignition pilot re-light system safety
pilot, high limit, 24-volt control transformer. Burner shaH be equipped with duct mounted thermostat and be
capable of 30:/turndown.
a. The pre-heater shaH be an integral part of the fan package.
6. The instaHer shall certifY to the authority having jurisdiction that the instaHation is in complete agreement with
the terms of the listing and the manufacturer's instructions and/or approved design.
7. Contractor shall submit a layout of the hood, fan package and connecting ductwork. Structural steel and ceiling
height locations will be indicated on drawings. .
8. Hood, grease extractors and ducts shaH have a clearance of at least 18 inches to combustible material. See
NFP A 96 Appendix for protection required to reduce the clearance to combustibles.
HOOD FIRE SUPPRESSION SYSTEM (WET TYPE):
A. Refer to Architectural Drawing, Kitchen Equipment Drawings and Mechanical Drawings. Provide Fire Suppression
system and nozzles for each Cooking Appliance, Hood, Filters and Plenum.
B. Provide U. L. Listed wet chemical type Fire Suppression System for the hood, duct plenum and appliances. Upon
activation of the extinguishing system, all fuel shall be shut off, whether gas or electric and will include fuel to all
equipment under the hood, including fryers, broilers, griddles and ranges. Make-up air shaH be shut off, but exhaust fans
shaH continue exhausting. Exhaust fans shall have an adjustable high limit shutdown switch normally set at 350 deg.
F. Firestat shall be removable bulb type with reset button located on the hood. The fire extinguishing system shall be
designed in accordance with the Standard Mechanical Code, Section 307, NFP A 96 and NFP A 17 A.
C. The ,fire extinguishing system shall also meet the requirements of the State Fire Marshal. Submit copies of Drawings
beanng the stamp of Approval of the State Fire Marshal; one copy of which shall remain at the Job Site.
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SECTION 15891 .
METAL DUCTWORK
II
PART I - GENERAL
RELATED DOCUMENTS:
A. Drawings and general provisions of Contract apply to this Section.
SUMMARY:
A. This Section includes rectangular and round metal ducts and plenums for heating, ventilating, and air conditioning
systems in pressure classes from minus 4 inches to plus 10 inches water gage.
B. Related Sections: The following sections contain requirements that relate to this Section:
1. Division 15 Section "Mechanical Insulation" for external duct and plenum insulation.
2. Division 15 Section "Duct Accessories" for flexible duct materials, dampers, duct-mounted access panels and
doors, and turning vanes.
3. Division 15 Section "Diffusers, Registers, Grilles and Louvers."
4. Division 15 Section "Testing, Adjusting, and Balancing."
DEFINITIONS:.
A. Sealing Requirements Definitions: For the purposes of duct systems sealing requirements specified in this Section, the
following definitions apply:
I. Seams: A seam is defined asjoining of two longitudinally (in the direction of airflow) oriented edges of duct
surface material occurring between two joints. All other duct surface connections made on the perimeter are
deemed to be joints.
2. Joints: Joints include girth joints; branch and subbranch intersections; so-called duct collar tap-ins; fitting
subsections; louver and air terminal connections to ducts; access door and access panel frames and jambs; duct,
plenum, and casing abutments to building Structures.
SYSTEM PERFORMANCE REouiREMENTS:
A. The duct system design, as indicated, has been used to select and size air moving and distribution equipment and other
components of the air system. Changes. or alterations to the layout or configUration of the duct system must be
specifically approved in writing. Accompany requests for layout modifications with calculations showing that the
proposed layout will provide the original design results without increasing the system total pressure.
SUBMITTALS:
A. General: Submit the following in accordance with Conditions of Contract.
B. Product data including details of construction relative to materials, dimensions ofindividual components; profiles, and
finishes for the following items:
1. Duct Liner.
2. Sealing Materials.
C. Welding certificates including welding procedures specifications, welding procedures qualifications test records, and
welders' qualifications testrecords complying with requirements specified in "Quality Assurance" below.
D. Record. drawings including duct systems routing, fittings details, reinforcing, support, and installed accessories and
devices
E. Maintenance data for volume control devices, fire dampers, and smoke dampers.
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a. Fastener Pin Length: As required for thickness of insulation, and without projecting more than 1/8
inch into the airstream.
b. Adhesive For Attachment of Mechanical Fasteners: Comply with the "Fire Hazard Classification" of
duct liner system.
SEALING MATERIALS:
A. Water-Based Joint and Seam Sealant: Flexible, adhesive sealant, resitant to UV light when cured, UL 723 listed, and
complying with NFP A requirements for Class 1 ducts.
B. Joint and Seam Sealant: One-part, nonsag, solvent-release-curing, polymerized butyl sealant complying with FS IT-S-
OD 1657, Type I; formulated with a minimum of 75 percent solids.
C. Flanged Joint Mastics: One-part, acid-curing, silicone elastomericjoint sealants, complying with ASTM C 920, Type
S, Grade NS, Class 25, Use O.
HANGERS AND SUPPORTS:
A. Building Attachments: Concrete inserts, powder actuated fasteners, or structural steel fasteners appropriate for building
materials. Do not use powder actuated concrete fasteners for lightweight aggregate concretes or for slabs less than 4
inches thick.
B. Hangers: Galvanized sheet steel, or round, zinc plated steel, threaded rod.
I. Hangers Installed In Corrosive Atmospheres: Electro-galvanized, all-thread rod or hot-dipped-galvanized rods
with threads painted after installation.
2. Straps and Rod Sizes: Conform with Table 4-1 in SMACNA HVAC Duct Construction Standards, 1995
Edition, for sheet steel width and gage and steel rod diameters.
C. Duct Attachments: Sheet metal screws, blind rivets, or self-tapping metal screws; compatible with duct materials.
D. Trapeze and Riser Supports: Steel shapes conforming to ASTM A 36.
1. Where galvanized steel ducts are installed, provide hot-dipped-galvanized steel shapes and plates.
RECTANGULAR DUCT FABRICATION:
A. General: Except as otherWise indicated, fabricate rectangular ducts with galvanized sheet steel, in accordance with
SMACNA "HV ACDuct Construction Standards," Tables 1-3 through 1-19, including their associated details. Conform
to the requirements in the referenced standard for metal thickness, reinforcing types and intervals, tie rod applications,
and joint types and intervals.
1. Fabricate rectangular ducts in lengths appropriate to reinforcement and. rigidity class required for pressure
classification.
2. . Provide materials that are free from visual imperfections such as pitting, seam marks, roller marks, stains, and
discolorations.
3. Square throat, round heel elbows shall notbe used.
SPECIAL DUCT F ABRlCA TION:
A. Fabricate kitchen hood exhaust ducts with 16-gage, carbon steel sheets for concealed ducts and 18-gage stainless steels
for exposed ducts. Weld all seams and joints. Conform to NFP A Standard 96. Slope ducts a minimum of 1" per foot
downward toward the hood.
STATIC PRESSURE CLASSIFICATION:
A. Static Pressure Classifications: Except where otherwise indicated, construct duct systems to the following pressure
classifications:
15891 - 3
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B.
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D.
Install ducts with the fewest possible joints.
Use fabricated fittings for all changes in directions, changes in size and shape, and connections.
Install couplings tight to duct wall surface with projections into duct at connections kept to a minimum.
E.
Locate ducts, except as otherwise indicated, vertically and horizontally, parallel and perpendicular to building lines;
avoid diagonal runs. Install duct systems in shortest route that does not obstruct useable space or block access for
servicing building and its equipment.
F.
Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of
building.
G.
Provide clearance of I inch where furring is shown for enclosure or concealment of ducts, plus allowance for insulation
thickness, if any.
H.
Install insulated ducts with I-inch clearance outside of insulation.
Conceal ducts from view in finished and occupied spaces by locating in mechanical shafts, hollow wall construction,
or above suspended ceilings. Do not encase horizontal runs in solid partitions, except as specifically shown.
J. Coordinate layout with suspended ceiling and lighting layouts and similar finished work.
K. Electrical Equipment Spaces: Route ductwork to avoid passing through transformer vaults and electrical equipment
spaces and enclosures.
L. Non-Fire-Rated Partition Penetrations: Where ducts pass interior partitions and exterior walls, and are exposed to view,
conceal space between construction opening and duct or duct insulation with sheet metal flanges of same gage as duct.
Overlap opening on 4 sides by at least 1-1/2 inches.
KITCHEN HOOD EXHAUST DUCT INST ALLA TIONS:
A. Provide for thermal expansion of ductwork through 2,000-deg F temperature range.
B. Install without dips or traps that may collect residues, except where traps have continuous or automatic residue removal.
C. Install access openings at each change indirection and at 50-foot intervals. Locate on sides, of duct 1-1/2 inches
minimum from bottom, and fit with grease-tight covers of same material as duct.
D. Do not penetrate fire-rated assemblies.
E. Slope horizontal ducts I" per foot back toward hood.
SEAM AND JOINT SEALING:
A.
General: . Seal duct seams and joints as follows:
I. Conditioned Spaces:
a.
Supply duct pressure classification 2-inches water gage and greater and exhaust ducts: All transverse
joints and longitudinal seams.
b. Supply duct pressure classification less than 2-inches water gage and all return duct: All transverse
joints.
2. .
Unconditioned Spaces:
a.
Supply duct pressure classification 2-inches water gage and greater: All transverse joints, longitudinal
seams, and duct wall penetrations.
b.
Supply duct pressure classification less than 2-inches water gage and all return duct: All transverse
joints, and longitudinal seams.
c.
Exhaust Duct: All transverse joints.
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SECTION 15910
DUCT ACCESSORIES
PART I - GENERAL
1.1
RELATED DOCUMENTS
'A. Drawings and general provisions of the Contract apply to this Section.
1.2
SUMMARY
A. This Section includes the following:
1.
2.
Turning vanes.
Duct-mounted access doors and panels.
3. Flexible connectors.
1.3
SUBMITTALS
A. General: Submit the following in accordance with Conditions of Contract.
B. Product data including details for materials, dimensions of individual components, profiles, and finishes for the following
items:
I. Duct-mounted access panels and doors.
QUALITY ASSURANCE
A.
NFP A Compliance: Comply with the following NFP A Standards:
I. NFP A 90A, "Standard for the Installation of Air Conditioning arid Ventilating Systems."
2.
NFP A 90B, "Standard for the Installation of Warm Air Heating and Air Conditioning Systems."
PART 2 - PRODUCTS
TURNING VANES
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A. Fabricate turning vanes according to SMACNA HV AC Duct Construction Standards, Figures 2-2 through 2-7.
DUCT-MOUNTED ACCESS DOORS AND PANELS
A. General: Provide construction and airtightness suitable for duct pressure class.
B. Frame: Galvanized sheet steel. Provide with bend-over tabs and foam gaskets.
C. Door: Double-wall, galvanized sheet metal construction with insulation fill and thickness, number oflocks as indicated
for duct pressure class. Provide vision panel where indicated. Provide cam latches.
D. Seal around frame attachment to duct and door to frame with neoprene or foam rubber seals.
E. Insulation: l-inch-thick fiber glass or polystyrene foam board.
FLEXIBLE CONNECTORS
A. General: Flame-retarded or noncombustible fabrics, coatings, and adhesives complying with UL Standard 181, Class
1.
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SECTION 15975
CONTROL SYSTEMS EQUIPMENT
PART 1- GENERAL
RELATED DOCUMENTS
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A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY
A. This Section includes control equipment for HV AC systems and components.
B. Related Section: Division 15 Section "Sequence of Operation" contains requirements that relate to this Section.
SYSTEM DESCRIPTION
Control system consists of sensors, indicators, actuators, final control elements, interface equipment, other apparatus,
and accessories connected to controllers to operate mechanical systems according to sequences of operation indicated
or specified.
SUBMITTALS
A. General: Submit each item in this Article according to the Conditions of the Contract.
B. Product Data for each type of product specified. Include manufacturer's technical Product Data for each control device
furnished, indicating dimensions, capacities, performance characteristics, electrical characteristics, finishes of materials,
installation instructions, and startup instructions.
C. Shop Drawings from, manufacturer detailing equipment assemblies and indicating dimensions, weights, loadings,
required clearances, method of field assembly, components, and location and size of each field connection. Submit
damper leakage and flow characteristics, plus size schedule for controlled dampers.
D. Shop Drawings containing the following information for each control system:
1. Schematic flow diagram showing fans, coils and control devices.
2. Each control device labeled with setting or adjustable range of control.
3. Diagrams for all required electrical wiring. Clearly differentiate between factory-installed and field-installed
wiring.
4. Details of control panel faces, including controls, instruments, and labeling.
5. Written description of sequence of operation.
E. Wiring diagrams detailing wiring for power, signal, and control systems and differentiating clearly between
manufacturer-installed and field-installed wiring. Furnish wiring diagrams and coordination documentation for all
controlled equipment furnished by other suppliers under Division 15.
F. Maintenance data for control systems equipment to include in the operation and maintenance manual. Include the
following:
1. Maintenance instructions and spare parts lists for each type of control device.
2. Interconnection wiring diagrams with identified and numbered system components and devices.
G. Project Record Documents: Record actual locations of control components, including control units, thermostats, and
sensors. Revise Shop Drawings to reflect actual installation and operating sequences.
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2. Fan switching positions shall control fan operation as follows:
a. ON - fan operates continuously.
b. AUTO - fan operates as controlled by the thermostat in heat pump systems for conventional cooling
mode; fan shall operate as controlled by plenum switch in conventional heating mode.
3. Furnish unit with the following features:
a. Override function.
b. Proportional plus integral control.
c. Automatic changeover.
d. Keypad lockout.
CONTROL CABLE
A.
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PART 3 - EXECUTION
Electronic Cable for Control Wiring: Refer to Division 16 Sections.
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EXAMINATION
A. Verify that conditioned power supply is available to control units and operator workstation. Verify that field end devices
and wiring are installed before proceeding with installation.
INSTALLATION
A. Install equipment as indicated to comply with manufacturer's written instructions.
B. Connect and configure equipment to achieve the sequence of operation specified.
C. Verify location of thermostats and other exposed control sensors with plans and room details before installation.
1. Install wall thermostats minimum 8" away from door or window frames. Coordinate location with switches
and other devices provided under other Divisions.
ELECTRICAL WIRING AND CONNECTIONS
A. Install raceways, boxes, and cabinets according to Division 16.
B. Install building wire and cable according to Division 16.
C. Install signal and communication cable in EMT, conduit or other raceway according to Division 16.
1. Conceal cable, except in mechanical rooms and areas where other conduit and piping are exposed.
2. Install exposed cable in raceway.
3. Install concealed cable in raceway.
4. Fasten flexible conductors, bridging cabinets and doors, neatly along hinge side; protect against abrasion. Tie
and support conductors neatly.
5. Number-code or color-code conductors, except local individual room controls, for future identification and
servicing of control system.
D. Connect electrical components to wiring systems and to ground as indicated and instructed by manufacturer. Tighten
connectors and terminals, including screws and bolts, according to equipment manufacturer's published torque-tightening
values for equipment connectors. Where manufacturer's torquing requirements are not indicated, tighten connectors and
terminals according to tightening requirements specified in UL 486A.
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PART 1 - GENERAL
RELATED DOCUMENTS
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SECTION 15985.
SEQUENCE OF OPERATION
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY
A. This Section includes control sequences for HV AC systems and terminal units.
B. Related Section: Division 15 Section "Control Systems Equipment" contains requirements that relate to this Section.
SAFETY AND RELIABILITY SYSTEMS:
A. Auto Restart: All HV AC systems and equipment shall be configured such that normal operation is resumed after a power
failure.
, B. Dead Band: Where used to control both heating and cooling, zone thermostats shall be capable of providing a
temperature dead band of at least 50F in accordance with ASHRAE standard 90.1.
C. Setback/Overrides:
1. All HV AC systems/units shall be scheduled for operation by the programmable thermostat. The occupancy
schedule shall be prescribed by the Owner.
2. In unoccupied mode, the temperature setpoint, shall be set back to 500F for heating 850F for cooling. Unit
supply fans shall run only as required to maintain setback temperatures.
3. Prior to the occupancy period, the HV AC systems shall energize to cool or warm the spaces to normal occupied
setpoint.
UNITARY SYSTEMS:
A. Wall Mounted Heat Pumps:
1. Units shall be controlled by the programmable pump thermostat.
2. When unit is scheduled to run, the compressor, heat/cool reversing valve and supply fan shall energize in
heating or cooling mode as required to satisfy the thermostat setpoint.
3. When the compressor is unable to meet the heating requirements, the auxiliary strip heat shall energize.
4. When the room humidity rises above the dehumidification setpoint, the compressor shall energize in cooling
mode. If the space temperature falls below setpoint while in dehumidification mode, the reheat reversing valve
shall open to the reheat coil. If further heatis required, the auxiliary heater shall energize.
HEATING, VENTILATION AND HUMIDIFICATION SYSTEMS:
A. Range Hood: The range hood fans and heater shall operate on the controls package furnished with the system.
SUBMITTALS
A. General: Submit the following according to the Conditions of the Contract.
B. Shop Drawings showing operating sequences of various equipment, devices, components, and materials included in the
Text and defining the components' contribution to the system.
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SECTION 15990
TESTING, ADmSTING, AND BALANCING
A. Drawings and general provisions of the Contract apply to this Section.
SUMMARY:
A. This Section includes testing, adjusting, and balancing HV AC systems to produce design objectives, including the
following:
1. Balancing airflow within distribution systems, including submains, branches, and teIininals, to indicated
quantities according to specified tolerances.
2. Adjusting total HV AC systems to provide indicated quantities.
3. Measuring electrical performance ofHV AC equipment.
4. Setting quantitative performance of HV AC equipment.
5. Verifying that automatic control devices are functioning properly.
6. Reporting results of the activities and procedures specified in this Section.
B. Related Sections include the following:
1. Testing and adjusting requirements unique to particular systems and equipment are included in the Sections that
specify those systems and equipment.
2. Field quality-control testing to verify that workmanship quality for system and equipment installation is
specified in system and equipment Sections.
DEFINITIONS:
A. Adjust: To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a
damper.
Balance: To proportion flows within the distribution system, including submains, branches, and terminals, according
to design quantities. ,
C. Draft: A current of air, when referring to localized effect caused by one or more factors of high air velocity, low ambient
temperature, or direction of airflow, whereby more heat is withdrawn from a person's skin than is normally dissipated.
D. Procedure: An approach to and execution of a sequence of work operations to yield repeatable results.
E. Report Forms: Test data sheets for recording test data in logical order.
F. System-Effect: A phenomenon that can create undesired or unpredicted conditions that cause reduced capacities in all
or part of a system.
G. System Effect Factors: Allowances used to calculate a reduction of the performance ratings ofa fan when installed under
conditions different from those presented when the fan was performance tested.
H. Terminal: A point where the controlled medium, such as fluid or energy, enters or leaves the distribution system.
1. Test: . A procedure to determine quantitative performance of a system or equipment.
J. Testing, Adjusting, and Balancing Agent: The entity responsible for performing and reporting the testing, adjusting, and
balancing procedures.
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EXAMINATION:
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A. Examine Contract Documents to become familiar with project requirements and to discover conditions in systems'
designs that may preclude proper testing, adjusting, and balancing of systems and equipment.
1. Contract Documents are defined in the General and Supplementary Conditions of the Contract.
2. Verify that balancing devices are required by the Contract Documents. Verify that quantities and locations of
these balancing devices are accessible and appropriate for effective balancing and for efficient system and
equipment operation.
B. Examine approved submittal data ofHV AC systems and equipment.
C. Examine project record documents.
D. Examine equipment performance data, including fan and pump curves. Relate performance data to project conditions
and requirements, including system effects that can create undesired or unpredictedconditions that cause reduced
capacities in all or part of a system. Calculate system effect factors to reduce the performance ratings of HV AC
equipment when installedunder conditions different from those presented when the equipment was performance tested
at the factory. To calculate system effects for air systems, use tables and charts found in AMCA 201, "Fans and
Systems," Sections 7 through 10; or in SMACNA's "HVAC Systems--Duct Design," Sections 5 and 6. Compare this
data with the design data and installed conditions.
E. Examine system and equipment installations to verify that they are complete and that testing, cleaning, adjusting, and
commissioning speCified in individual Specification Sections have been performed.
F. Examine system and equipment test reports.
G. Examine HV AC system and equipment installations to verify that indicated balancing devices are properlyinstalIed, and
their locations are accessible and appropriate for effective balancing and for efficient system and equipment operation.
H. Examine systems for functional deficiencies that cannot be corrected by adjusting and balancing.
1. Examineair-handling equipment to ensure clean filters have been installed, bearings are greased, belts are aligned and
tight, and equipment with functioning controls is ready for operation.
J. Examine heat-transfer coils for correct piping connections and for clean and ~traight fins.
K. Examine equipment for installation and for properly operating safety interlocks and controls.
L. Examine automatic temperature system components to verify the following:
1. Automatic modulating and shutoff valves, including 2-way valves and 3-way mixing and diverting valves, are
properly connected.
2. Thermostats and sensors are located to avoid adverse effects of sunlight, drafts, and cold walls.
3. Sensors are located to sense only the intended conditions.
4. Sequence of operation for control modes is according to the Contract Documents.
Controller set points are set at design values. Observe and record system reactions to changes in conditions.
6. Record default set points if different from design values.
7. Interlocked systems are operating.
8. Changeover from heating to cooling mode occurs according to design values.
M. Report deficiencies discovered before and during performance of testing, adjusting, and balancing procedures.
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1. ,Measure fan static pressures to determine actual static pressure as follows:
.a. Measure outlet static pressure as far downstream from the fan as practicable and upstream from
restrictions in ducts such as elbows and transitions.
,b. Measure static pressure directly at the fan outlet or through the flexible connection.
c. Measure inlet static pressure of single-inlet fans in the inlet duct as near the fan as possible, upstream
from flexible connection and downstream from duct restrictions.
d. Measure inlet static pressure of double-inlet fans through the wall of the plenum that houses the fan.
2. Measure static pressure across each air-handling unit component.
a. Simulate dirty filter operation and record the point at which maintenance personnel must change
filters.
3. Measure static pressures entering and leaving other devices such as duct silencers under final balanced
conditions.
4. Compare design data with installed conditions to determine variations in design static pressures versus actual
static pressures. Compare actual system effect factors with calculated system effect factors to identify where
variations Occur. Recommend corrective action to align design and actual conditions.
5. Adjust fan speed higher or lower than design with the approval of the Architect. Make required adjustments
to pulley sizes, motor sizes, and electrical connections to accommodate fan-speed changes.
6. Do not make fan-speed adjustments that result in motor overload. Consult equipment manufacturers about fan-
speed safety factors. Modulate dampers and measure fan-motor amperage to ensure no overload will 'occur.
Measure amperage in full cooling, full heating, and economizer modes to determine the maximum required
brake horsepower.
MOTORS:
A. Motors, 1/2 HP and Larger: Test at final balanced conditions and record the following data:
1. Manufacturer, model, and serial numbers.
2. Motor horsepower rating.
3. Motor rpm.
4. Efficiency rating if high-efficiency motor.
5. Nameplate and measured voltage, each phase.
. 6. Nameplate and measured amperage, each phase.
7. Starter thermal-protection-element rating.
CONDENSING UNITS:
A. Verify proper rotation of fans and measure entering- and leaving-air temperatures. Record compressor data.
HEAT TRANSFER COILS:
A. Dx Coils: Measure the following data for each coil:
1. Dry-bulb temperatures of entering and leaving air.
2. Wet-bulb temperatures of entering and leaving air (for cooling coils).
3. Airflow.
4. Air pressure drop.
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